Loading...
HomeMy WebLinkAboutLAKESHORE DR 16746_BLDG2018-2488WALL LEGEND 1 EXISTING WALL N) METAL STUD PARTITION WALL (OR WOOD STUD AS NOTED) WINDOW / DOOR CALLOUT EQUIPMENT / HARDWARE CALLOUT 1 DETAIL CALLOUT A-1 PROJECT TEAM BUSINESS OWNER: BVN COMPANY LLC TAMMY DOAN 2306 SOUTH FAIRVIEW STREET, SANTA ANA CA 92704 PHONE: (714) 981-6252 ARCHITECTURAL DESIGNER / ELECTRICAL DESIGNER / MECHANICAL ENGINEER / PLUMBING ENGINEER: ENGINEERING DESIGN ANALYSIS INCORPORATED 10231 SLATER AVENUE, SUITE 207, FOUNTAIN VALLEY CA 92708 PHONE: (714) 913-8393 FAX: (866) 725-4336 1. MAINTAIN DRIVE AND PARKING LOT, BUILDING STRUCTURAL AND STOREFRONT AND HARDWARE (UNLESS OTHERWISE IDENTIFIED), TRASH ENCLOSURE, LANDSCAPING, SITE ACCESSIBILITY, UTILITIES (TO INCLUDE ELECTRICAL, WATER, WASTE, AND GAS). 2. MAINTAIN EXISTING DEMISING WALLS, STUD. 3. DEVELOP NON-STRUCTURAL INTERIOR WALLS (DEMISING, PARTITION, AND STEM WALLS OVER DRYERS) 4. DEVELOP TEE -BAR CEILING, ASSOCIATED ANCILLARIES AND TRIM; DEVELOP HARD LID CEILING IN LIMITED LOCATIONS 5. PROVIDE FINISH TREATMENTS THROUGHOUT FOR FLOORING, WALLS, AND CEILING. 6. RE -DEVELOP TOILET ROOM FOR ACCESSIBILITY 7. PROVIDE LIGHTING AND POWER THROUGHOUT LAUNDRY 8. PROVIDE HVAC SERVICES, TO INCLUDE EVAPORATIVE COOLING, DRYER VENT SERVICES FOR DRYERS, MAKE-UP AIR, TOILET EXHAUST I, 9. PROVIDE PLUMBING SERVICES COMPLETE THROUGHOUT SELF-SERVICE LAUNDRY, FOR LAUNDRY EQUIPMENT AND TO FIXTURES OTHERWISE. INSTALLATION SHALL CONFORM TO ALL REQUIREMENTS NECESSARY TO ACHIEVE GOLD MEDAL WARRANTY CERTIFICATION I= PROJECT MOTES: 1. DOOR NOTES: A. ALL DOORS' HARDWARE SHALL MEET ACCESSIBILITY REQUIREMENTS. DOOR SHALL BE OPERATED 5 LBS. (INTERIOR) & 5 LBS. EXTERIOR) OF PRESSURE APPLIED. B. THRESHOLD SHALL NOT EXCEED 1/4" HEIGHT OR UP TO 1/2" IF THRESHOLD BEVELED 51:2 RATIO. BOTTOM OF THE DOOR SHALL BE BETWEEN 10" SOLID & SMOOTH H.C. ACCESS SYMBOL ® DOOR. DOOR LEVER SHALL BE BETWEEN 2'-6" TO S-8" FROM FINISH FLOOR. C. DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (CBC 1003.31.8) D. IN B OCCUPANCIES, KEY LOCKING HARDWARE MAY BE USED AT THE MAIN ENTRY DOORS, PROVIDE A SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE IS PROVIDE AT THE DOOR STATING: "DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." 2. ACCESSIBILITY NOTES: A. WALKS & SIDEWALKS 1. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING %" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. SEC 1133B.7.4 FIG 11B-5E (C) & (D) 2. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING W SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEC 1133B.7.4 3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS I VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP. SEC 1133B.7.3 4• WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE CAN BE INCREASED TO A MAXIMUM OF %" PER FOOT FOR DISTANCES NOT SEC 11336.7.1.3 5• WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A'DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEC 1133B.7.5 6. WALK AND SIDEWALK SURFACES SHALL BE SLIP -RESISTANT AS FOLLOWS: SEC 1133B.7.1 A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH, B. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE SLIP -RESISTANT. 7. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING %" AND SHALL BE A MINIMUM OF 48" IN WIDTH. 8• WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL SURFACE AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'. 10. WALKS, SIDEWALKS AND PEDESTRIANS WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF %" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION OF THE OPENING IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 11. IN EXISTING BUILDINGS AND FACILITIES, THE PATH OF TRAVEL (RAMPS, STAIRS, GATES, ETC.), PRIMARY ENTRANCE, SANITATION FACILITIES, DRINKING FOUNTAINS, SIGNS AND PUBLIC TELEPHONESSERVING THE AREA COMPLIES WITH THE CURRENT CA TITLE 24 ACCESSIBILITY REQUIREMENTS 12. THE FLOOR OR LANDING SHALL NOT BE MORE THEN 1/2 INCH LOWER THEN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/3 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THEN ONE UNIT VERTICAL IN 2 UNITS HORIZONTAL. (CBC 1133B.2.4.1, FIGURE 11B-32) 13. OTHER THAN REQUIRED FIRE DOORS, INTERIOR AND EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5 LBF. CBC 2 & 3 1133B.2.5) 14. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED SO AS TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINK. (CBC 1117B.9 ITEM 2) 15. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH, ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THEN 5 LBF. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS ( CBC 1117B.9, ITEM 3) 16. NOTE THAT SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. ( 1115B.47, ITEM 3) 17. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: (CBC 1115B.7.2) A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. (CBC 1115B.7.2) ITEM 1) B. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEER STRESS (CBC 1115B.7.2 ITEM 3) C. SHEAR FORCE INDUCED IN A FASTER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THEN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. (CBC 1115B.7.2 ITEM 3) D. TENSILE FORCE INDUCED IN A FASTER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THEN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTER AND SUPPORTING STRUCTURE (CBC-11158.7.2 ITEM 4) E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS (CBC 1115B.7.2. ITEM 5) B. ENTRANCE/EXIT & PASSAGE DOORS 1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND 2 FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES 2• 1 3' X 6'-8" ENTRY DOOR AND A >32" CLEAR OPENING WITH DOOR OPEN AT 90'AS1/4" VERTICAL HIGH THRESHOLD OR UP TO %" IF BEVELED 51:2 3. A 6-0" LEVEL LANDING (S2% SLOPE) IN DIRECTION OF DOOR SWING, 48" IN OPPOSITE DIRECTION OF DOOR SWING 4. A >-24" CLEAR SPACE AT LATCH SIDE OF EXTERIOR DOORS (PULL SIDE) AND 218" AT STRIKE EDGE OF INTERIOR DOORS EXTENDS 2' IN DIRECTION OF DOOR SWING). A >12" CLEAR SPACE AT LATCH EDGE (PUSH SIDE) OF PASSAGE DOORS IF THERE' S A LATCH AND CLOSURE 5. ALL DOORS' HARDWARE TO MEET HANDICAPPED REQUIREMENTS. DOOR TO BE OPERATED WHEN 5LBS. (INTERIOR) & 5 LBS. EXTERIOR) OF PRESSURE APPLIED. THRESHOLD NOT TO EXCEED %" HEIGHT. BOTTOM OF DOOR TO BE 10" SOLID & SMOOTH H. C. ACCESS SYMBOL @ DOOR. DOOR LEVER TO BE BETWEEN 2'-6" TO S-8" FROM FINISH FLOOR 3. FIRE DEPARTMENT NOTES: A. NOT USED B. FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY FIELD INSPECTOR, UFC 10.301.21, DURING CONSTRUCTION. FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE INSTALLED AND MAINTAINED PER UFC ARTICLE 87. C. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBER SHALL CONTRAST WITH THE BACKGROUND,' MIN. 12" HEIGHT. PER UFC 10.208. D. PROVIDE EXIT SIGN AND DIRECTION SIGNS MINIMUM 6" HIGH BY '/4' STROKE, BLOCK LETTERS ON CONTRASTING BACKGROUND. LOCATION SHOWN ON FLOOR PLAN. WHENEVER BUILDING IS OCCUPIED, EXIT SIGN SHALL BE LIGHTED SO THAT THEY CLEARLY VISIBLE. E. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. A " THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOUR" SIGN. WITH MINIMUM `1' LETTER SHALL BE PROVIDED ADJACENT TO EXIT DOORS WITH INDICATING TYPE LOCK ON DOOR. - (FRONT DOOR ONLY) F. ACCESS TO ROOFS BY THE FIRE DEPARTMENT IN THE EVENT OF FIRE SHALL NOT BE OBSTRUCTED BY WIRES, RAZOR RIBBON, FENCES, CABLES, AERIALS, ANTENNAS OR SOLAR PANELS. CONTRACTOR SHALL VERIFY AVAILABILITY OF ALL UTILITIES PRIOR TO INITIATION OF CONSTRUCTION PROJECT DATA PROJECT SCOPE: TENANT IMPROVEMENT DESCRIPTION OF USE: SELF-SERVICE COIN LAUNDRY GOVERNING CODE: 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE (TITLE 24) 2016 CALIFORNIA GREEN BUILDING CODE SELF SERVICE LAUNDRY TENANT: OCCUPANCY GROUP: B E) CONSTRUCTION TYPE: TYPE V-B (NON-SPRINKLERED); ONE-STORY SQUARE FOOTAGE: 1,795 SF (GROSS) OCCUPANT LOAD: 1,795 SF / 100 PERSON = 18 PEOPLE EXIT: EXISTING: TWO REQUIRED: ONE SITE PARKING: REQUIRED: - EXISTING: - E) CONDITIONS; NO INCREASE OF FLOOR AREA; NO INTENSIFICATION OF SPACE USAGE LEGAL DESCRIPTION PROPERTY ADDRESS 16746 LAKE ELSINORE DR H PARCEL NUMBER 378290017-3 LEGAL DESCRIPTION LOT 3 PM 082/072 PM 15591 ASSESSMENT DESCRIPTION SCAPAP 2015LVO ASSESSMENT NUMBER 00019967-1 J DRAWING INDEX A- 1 LEGEND, DRAWING INDEX, PROJECT DATA, NOTES, SCOPE OF WORK A- 2 SITE PLAN A- 3 FLOOR PLAN A- 4 REFLECTED CEILING PLAN A- 5 DETAILS AD- 1 EXISTING FLOOR PLAN S- 1 NOTES, LEGEND, TYPICAL DETAILS S- 2 FRAMING PLAN S- 3 DETAILS E- 1 GENERAL NOTES, SINGLE LINE DIAGRAM AND LEGEND E- 2 SITE PLAN E- 3 LIGHTING FLOOR PLAN LAUNDRY E- 4 ROOF PLAN, PANEL SCHEDULES LAUNDRY E- 5 PANEL SCHEDULES, POWER FLOOR PLAN E- 6 TITLE-24 LIGHTING COMPLIANCE FORMS M- 1 LEGEND, DRAWING INDEX, PROJECT DATA, NOTES, SCHEDULES M- 2 SITE PLAN M- 3 FLOOR PLAN M- 4 DETAILS P- 1 GENERAL NOTES, LEGEND, SCHEDULES P- 2 SITE PLAN P P- 3 FLOOR PLAN T' P- 4 WASTE & VENT, HOT & COLD WATER, GAS ISOMETRICS "> P= 5 WATER CALCULATIONS _ ` Y,' r f N o w Na 0 as Z woO Lu P c°v Z z w E6 C% r-cnp zw Mcow ui w>?- 1O z gZ Z o W cLwZZ LL1 a m vi LLJ O a_ U 2 ca U UJ w CL 2, Z CL W a o o 0 Li a z LL[ W u W o z Q a U CL J Z W W Z C Q C)¢ W Y Z l_ w SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/ 2018 A-1 OF 5 SITE TENANTS ADDRESS BUSINESS 16756 A CLEANERS 16756 B,C,D 99 CENTS WORLD 16758 E SMOKE SHOP 16750 STATER BROTHERS 16746 A GUIDANCE INSURANCE 16746 B NOTARY PUBLIC 16746 C CRICKET WIRELESS 16746 D,E,F SPORTS PIZZA 16746 G PLAZA HAIRCUTTERS 16746 H,I SELF-SERVICE LAUNDRY 16746 J GENERAL RX DRUG 16746 K VACANT 16738 A VACANT 16738 B SMOOTHIES 16738 C VACANT 16738 D DENTIST 16738 E METRO PCS 16738 F VACANT 16738 G CLOTHING DONATION 16738 H POSTAL PLUS 16738 1 VACANT 16738 J NAIL SALON 16738 K DOMINOS 16738 L DONUT STAR YOGURT PROPERTY LINE —\ PROPERTY LINE is IF 1!( 111 11A.1 {7 I PROJECT LOCATION: I SELF-SERVICE I I LAUNDRY I 1,795 SF 7. is fi f 16756 16750 _ I 16746 f ip.5 t 1 k A B, C, D € A EC B G D,E,F r G' H,I J, K f I I CJ AREA AFFECTED BY :THE PROJECT F 01 t { E) ACCESSIBLE 4 PARKING A_6 ( E) HCP ACCESSIBLE PARKING SIGN 1 i. £ Z iVElif€ 11 i iE ! If i 'i /. E' i f i i` 3 3f . i , I i A I 3 j, iE ./ E II (4 e ( rEE [ ! I it BE) ACCESSIBILITY I E) PATH OF TRAVEL SIGNAGE AT J. 3 FROM ACCESSIBILITY ENTRANCE; TYP PARKING - RKING ATION IT IN T WORN is f Ifc , v it iytii F is iF- IIs 77 a I F E a ti3: I I j{ s t 1 Ef fi Er if (.. i t rviI I w !f I tI'3< f. I Y'.(( ! tf fnce,. f ( .h ii ii!a'' 3}•+y t€` (, k' 1i> 3 it t E € €i I; h € t e .IefE5 ' e E - I' I f I ! !i is ! it i ii 1 ? v wr... x ....... 7. ... 1.{...t,. .. .:1 .,1... ,...... .. ... W 7 r a , f )1 ii LAKESHORE DRIVE 1'13,-.' f; C 1 D E I ; E I I f F 16738 G { I ( I 3 j K i is F i i _ fE _!." NORTH S I T E P L A N SCALE: 1/32°=1'-0" V% 0 V/ I WW Q a ONc0 w a0 U Z u Z U) a -. -. 0 W~v4 t zfi=MulW Vi M M jOOq~ 0 o 6< WZd wa. 0 Z U)z z ow W N° Q W Zr Z w U W W Z o Gt o N y)N N Q W Q U C 00 o o LL Q Q d- Q O Q tl. U) m o M N J J a_— m m Cf) LLJ et O duj U U U U cn n CL w Q o QO o W j<q1<1<1<L<< z W wcoo W d r_nLo v J 0} Q U W W rY 1 O Z Z W j W zojv Q U z t ti J W o SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/25/2018 A 2 OF 5 NEW EQUIPMENT SCHEDULE NO. EQUIPMENT QTY. MODEL # NO. EQUIPMENT QTY. MODEL # 90# WASHER 2 SOAP MACHINE 2 2 60# WASHER 4 CHANGER MACHINE 2 40# WASHER 5 1 2 SODA VENDING 30# WASHER 6 3 FOOD VENDING 20# WASHER 9 14 WATER VENDING TOP LOAD WASHER 5 BENCH O80# DRYER 4 1 6 TABLE/SEATS 50DRYERCK 4 7 T.V. @) 30# STACK DRYER 7 1 8 WATER HEATER 1 DOORIWINDOW SCHEDULE SYMBOL WIDTH HEIGHT DOOR MATERIALS REMARK E1 6'-0" 7'-0" EXISTING STOREFRONT DOOR SYSTEM EXISTING; IDENTIFIED HEREIN FOR REFERENCE ONLY E2 VARIOUS 7'-0" EXISTING STOREFRONT WINDOW SYSTEM EXISTING; IDENTIFIED HEREIN FOR REFERENCE ONLY E2 3'-O" 7'-0" EXISTING STOREFRONT DOOR EXISTING; IDENTIFIED HEREIN FOR SYSTEM REFERENCE ONLY 3'-0" 7'-0" NEW SOLID CORE WD DOOR WITH ACCESSIBLE LEVER SET HARDWARE, PRIVACY LOCKS WITH ACCESSIBLE LEVER SET HARDWARE, 3'-0" 7'-0" NEW SOLID CORE WD DOOR SCHLAGE LOCKING DOOR HANDLE AND DEADBOLT SET UTILITY ROOM SERVICE AISLE ACCESSIBILITY r. y'viv vvu DOOR; TYP 2 D NORTH F L 0 0 R P L A N SCALE: 1/4"=1'-0" w H Q d 0N Crl- O J Q Z Z 5 Iwow U~ V Z w M M W 0 J o wz_sl coQ- c~(QhoCOo0 Z yZ zo O eW W oLL w Z_ a W U J W w Z o N N Z O W Q N co U co C u- Za rn d U Q ti Q o Q a c. o M N J Q Lcri J m cn w tr C w T w uj z c a z Q a c o a aaaaaaa F Z 2 W o co w 0 Lu W5 0zryU Q W J o F- zW` W z5Y Q U Q Z W C° f F- PR FES R< c, y 2 Z w No. - 7267 it exp. 6 30 19 97 FCNAN\GP i F OF CAO () N DESIGNER SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 A 3 OF 5 NOTES: NOTES Q N) TEE -BAR CEILING NOTES: PROVIDE BRACING WIRES ON GRID SPACING OF 12 FT. X 12 FT. WIRES ARE NOT SHOWN HERE FOR CLARITY. POST IS MADE UP OF r STEEL TUBING WITH ..049" WALL THICKNESS. MAXIMUM UNSUPPORTED N) EXPOSED CEILING LENGTH IS 5'-2". IF MORE THAN 5'-2" IS REQUIRED, NOTIFY ARCHITECT. POST TO HAVE SPRING AND 1. CEILING & HVAC MATERIAL & INSTALLATION TO BE PER CBC 803.9 AND 2506.2 ASTM C636, & CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROPRIATE ALLOWABLE VERTICAL MOVEMENT IS I" UNDER SEISMIC DESIGN PER ASCE 7-05, 13.5.6; ELECTRICAL & LIGHTING TO BE INSTALLED PER 2016 E) HARD LID CEILING SEISMIC ACTION). INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. POST ASSEMBLIES ARE AVAILABLE CEC; SEE PROJECT NOTES 7.A, 73 FOR ADDITIONAL REQUIREMENTS FROM DONN CORPORATION. Q LAY -IN TEE -BAR LIGHT FIXTURE 2. SUSPENDED ACOUSTICAL CEILING SHALL BE BY ARMSTRONG, SEISMIC RX SUSPENSION SYSTEM; D WALL -MOUNTED LIGHT FIXTURE; TYP PRELUDE XL EXPOSED TEE SYSTEM FOR SEISMIC CATEGORY D, E, F AND PER ESR-1308 MIN. 12 GAUGE HANGER7 Q CEILING -MOUNTED EXHAUST FAN COMPRESSION POST WIRE FOR T-BAR SUPPORT EXIT LIGHT FROM STRUCT. ROOF FRAMING SHOP -FABRICATED SUPPLY AIR DIFFUSER; PYRAMIDAL PLATE AT 16" BELOW CEILING HEIGHT U ALIGN TEE -BAR GRID FOR PLACEMENT OF DIFFUSER / PLATE; qA , y pIro PROVIDE OVER -SIZED GRID OPENINGS AS NECESSARY; PROVIDE NON-COMBUSTIBLE FILLER PLATES AS NECESSARY 7 fr' 6 3 FIXTURE HOUSING f+ r I_ RESTRAINING CLIPS AND EXACT SHAPE VARIES ro _._ FIXTURE SUPPORT WIRES PER MANUF. INSTRUCTIONS WITH MANUFACTURER f i ' MQP SINKS r.. I[ - i€ I 1 MIN. 9 GAUGE) FLUSH DOOR FRAME F i SUSPENDED LAY -IN PRISMATIC LENS I 0 0 CEILING GRID PER MANUFACTURE COMPRESSION POST I I I I f o 0 LIGHT FIXTURE MOUNTING 11 I I i 1 i i i I E i 0 O 3 I i t o 0 i f WALL WALL f 811 8fl f f 1 f 1 1 O° 10' 2 12 GA.HANGER WIR 12 GA.HANGER WIR 8 9 I: STABILIZER BAR STABILIZER BAR SCREW OPTIONAL I j F BERG CLIP @ k o 0 ATTACHED WAL S %Ali ATTACHED i s 0 o MAIN'T' CROSS' r ...: o o a o O O 3 i j 2» WALL ANGLE» WALL ANGLE MAIN'T' I E_..._i,.,._._.._..! MAIN 'T' RESTRAINED CROSS 'T' UNRESTRAINED t 1 , I 6 4 I e I ff 0 o E COMPRESSION STRUTS ANCHORED TO I E o o t STRUCT. ABOVE & MAIN RUNNERS @ EA. LATERAL SUPPORT LOCATION I W/12GA HANGER WIRES. BRACING WIRES(TYP10° ) 10° NOTES: I Ix4P_0,t Q TYP 45'Z TIE THE CEILING MAIN RESTRAINED PERIMETER RUNNERS TO ADJACENT o X I. PROVIDE 12GA.VERT. I_ f WIRES 0 4'OC.MAX. r= 1 _._. p I EA.DRECTION.(TYP). 3/4" MIN- 8 MA ACOUSTICAL TILE CLR. WALLS. 2 PERIMETER SUPPORT CLOSURE L. STABILIZER BAR TYP) I I 9(° f _ c j w = j I LOCATION OF CLG. ON SUSP. GRID SYS. INSTALL CEILING GRID USING NO. 12 I o i PERIMETER 4, _ - . E I- VERTICAL WIRES f- _ MIN. N0. 12 GAUGE GAUGE 4-WAY SPLAY WIRE HANGERS o 0 0 0 I i N o v o BR N, W lR S .T`P iff ( ) STABILIZER BAR(TYP) Of - HANGER WIRE 45° , 90 TO EACH OTHER 4 r WIRES) BEGINNING 4 -0 FROMZ _ N - STARTING POINT OF I COMPRESSION STRUTS(TYP). GRID AND TILE J... LAYOUT, AND IN BOTH DIRECTIONS AT o 0 0 0 12'-0"THEREAFTER. 8"MAX UNRESTRAINED PERIMETER ALL LIGHT FIXTURES TO HAVE 4 EA. I_ 8 MA BRING ALL (E) GRID UP TO CURRENT CODE. 12 GA. WIRES WITHIN 3 INCHES OF 8,_O,. 12'_O=: 3 4" MIN. CLR J 3/4" SECTION THROUGH ROOM LIGHT FIXTURE TO STRUCT.ABOVE. O.C. C OSS OR MAIN IIMAX.ALL RUNNER._.__................... 33 WALL EDGES REFLECTED CEILING PLANjjj f 1 NORTH TEE -BAR CEILING / LIGHT FIXTURES COMPRESSION POST 1 REFLECTED CEILING PLAN NO SCALE SCALE: 1 /4"=1'-O" o to uj Q a. w0NC0 Q 0 V Z z t=u. w - UzWMll Moo ca W QQMIn9 w> 'T0 wz_etco1 V z Q~Qh00QzUNz o cw w oLL r w 2 z W U J W W z o Q ON N N Q 0 W U rY L Q00 Z j V i( d Z Q O Q ci co to m o CO N J Q t J Ft- m m cn o d U i c) U Cll 4 o DO 0 CO aaaa aa z W I_W— o cn L Qy b z Q U ry CL o 0 W y. Z W wz0QLu CD z V w SCALE NOTED PROJECT NO. 1 795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 A- 4 OF 5 NOTES: DOLLAR / CARD SLOT 0 COIN / PRODUCT DELIVERY SLOT Q VENDING MACHINE PRODUCT RETRIEVALSLOT Q CONTROLS SHALL BE 15" MIN, 48" MAX AFG FOR A FRONT REACH ACCESSIBLE INSTALLATION PER 2013 CBC 11B-309; 15" MIN., 48" MAX AFG FOR A SIDE REACH ACCESSIBLE INSTALLATION PER 2016 CBC 11 B-309 2 O 2 X X o Q CID z z 00 FRONT REACH SIDE REACH SOAP/CHANGE ELEVATION PROVIDE TEMPERED 01 ACC i r)Dr% 4rnT HHHH 4 HHHH HUHH HUHH z L1UHH 0 00 NOTES: Q PROVIDE CLEAR KNEE ROOM Q DETAIL SHOWN FOR LAV; DETAIL SIMILAR FOR SINK ACCESSIBLE LAVATORY N.T.S. 3 I ACCESSIBLE LAVATORY NO PARKING VIOLATOR'S WILL BE TOWED AWAY AT OWNER'S EXPENSE m 1 15' NOTES: a ACCESSIBILITY BE MIN 38", MAX 48" NO HIGHER THAN 48" FOR ACCESS FOLDING COUNTERS; TOP OF COUNTERS TO BE A MAXIMUM OF 34" IN HEIGHT WITH KNEE SPACES MIN 27" HIGH, MIN 30" WIDE AND MIN 19" DEPTH O ALL CONTROLS SHALL REQUIRE A MAXIMUM OF 5LB FORCE TO OPERATE SHALL BE OPERABLE W/ ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING ACCESSIBLE WASHING MACHINES AND DRYERS SHALL COMPLY WITH SEC. 11 B-611 CBC; FRONT LOADER SHALL HAVE 15" MIN AFF TO BOTTOM OF OPENING, MAX 36" TO THE TOP OF THE OPENING SEC. 11B-611 CBC ick---o - PARKING ONLY tIVAN ACCESSIBLE MINIMUM FINE ZID 250 PARKING SIGNS x z L CC) x M oc) Q M71 M ACCESSIBLE WASHER 10 CO] n r- 1[07 n O xz Q H y^ X cc)W 00 co z ACCESSIBLE DRYER TACTILE EXIT SIGN COUNTER TOP EQUIPMENT UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT LA CITY TOWING OR BY TELEPHONING 323-457-6090 SEC. 22507.8 CVC TOW AWAY SIGN FRONT LOAD WASHES /DRYERS ACCESSIBILITY NO SCALE NOTES: 01 NOT USED O 6X6 SELF STICK SIGN ACCESSIBILITY SYMBOL 03 HEIGHT OF LETTERING 5/8"MIN. 2"MAX. 4 CORRESPONDING GRADE 11 BRAILLE 0 10" HIGH STAINLESS STEEL KICK PLATE 6 5/8" HIGH MIN. AND 1/32" THICK MIN. LETTERS, FONT: SANS -SERIF UPPERCASE TYP. 7 BRAILLE SHALL BE BE CONTRACTED (GRADE 2) TYP. CBC-703.3 , O BLUE BACKGROUND WHITE SYMBOL 10 PROVIDE "VAN ACCESS" SIGNAGE AT DESIGNATED VAN ACCESSIBLE STALLS 11 SIGN SHALL BE REFLECTORIZED AND NOT SMALLER THAN 70SQ. IN. IN AREA AND, WHEN IN PATH OF TRAVEL, SHALL BE POSTED A MIN. OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. CBC 2013 118-502.6 12 SIGN INFORMATION LINE 1: "CITY OF MANTECA POLICE DEPARTMENT"; LINE 2: 209-456-8101 NOTE: WHERE A TACTILE EXIT SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF, WHERE A TACTILE EXIT SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR, WHERE THESE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL, SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A C CLEAR FLOOR SPACE OF 18"x18" MIN., CENTERED ON THE ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45' OPEN POSITION; CBC 118--703.4.2 SIGN AGE AND SYMBOLS LNOSCALE NOTES: 15 1-5/8"x3-5/8" METAL STUD, 25GA NOTES: NOTES: D (E) FRAME WALL OR CMU ( LARR #02582), @ 48" O.C. LCONSTRUCTION 16 2-#8 SHEET METAL SCREWS (MIN. 2 2X6 STUDS AS REQ'D ® PLUMBING J-BOX, SEE ELECT. DWG'S. 11 ENAMEL PAINT OVER W.R. GYP. BD. 1. FLUSH ON THE OPEN SIDE; CONTROL HANDLE OF WATER 2 ( E) GLUE LAM BEAM PER JOINT WITH CLIP ANGLES) WALL TYPICAL CLOSET TO HAVE MAXIMUM OPERATING FORCE OF 5 Q EXTEND WALLS 6" ABOVE CEILING O EXHAUST WN I(ABOVE) PER E COVE 12 LIGHT SWITCH LBS- F. ELONGATED BOWL WITH OPEN FRONT SEAT 17 4 VINYL BASE / 2. LAVATORY CONTROLS TO BE OPERABLE WITH ONE HAND, 30 (E) 4X12 SUB-PERLIN O # DRAWINGS 3- 8 SCREWS 3 EXHAUST FAN (ABOVE) PER CODE 13 SHEET VINYL FLOORING WITH MAXIMUM OPERATING FORCE OF 5LB-F a) ( E) 2X4 RAFTERS 18 2 3 2 4 DRAWINGS SWITCHED W/ LIGHT, SEE ELECT. ® BETAL GRAB BARS - ACK NG SUPPORT WITH NOVIDE WALL INTEGRAL6" COVED BASE 3. ORTCOVEREDWATER SAND, THEREUPPLY AND DSHALL BE NO RAIN PIPING o ARP OBE R LATER 19SERVICEAISLE 4 3 14 MARLITE WAINSCOT OVER GYP. BD. ABRASIVE SURFACES BELOW LAVATORIES AND SINKS. E) ROOF DECK 5 6 5 6 UNISEX `./ LIGHT FIXTURE; SEE ELECTRICAL ® ENAMEL PAINT OVER MASONRY TYP. 11B-606.5 CBC DWG'S. WALL. WHERE OCCURS E) ROOFING 20 STACKED DYER ESTROOM 15 GFI DUPLEX OUTLET, SEE ELECT. 4. PROVIDE DISABLED SYMBOL MOUNTED ON THE WALL NO GYP BOARD BEHIND WASHING 13 16 SIGN Q MIRROR OPTION BY TENANT 10 SINGLE ROLL PAPER HOLDER DWG'S. ADJACENT INDICATING SOEXD,OO ON THEINSTRIKE SID EOF THE DOORS, 7 (E) FINISHED FLOOR 21 MACHINES OR DRYERS 0 31 BRAILLE 40 ALTERNATIVE: 2x4 WOOD STUDS AT X18 SIGN 3-5/8"x1-5/8" METAL STUD WALL 22 BATHROOM, 15 2 4 5 7 0 .I -RACK IN IMMEDIATE VICINITY OF BILL CHANGERS, ABOUT TOILET ROOMS 23 15 07 11 O 0.157" CONCRETE SHOT PIN, HILTI-XU 23 2-#8 SHEET METAL. SCREWS (2 MIN. 12 14 13 16 12 14 34" CLEAR 5 AT 32 ONCENTERWITHMINIMUM1" PER JOINT) W/ CLIP ANGLES EMBEDMENT (ESR-2269/ LARR #25684) CD0 22 CD18 1 ( MIN, TYP I I 54' MIN, 10 3-5/ 8"x1-5/8" 20 GAGE METAL STUD 24 6"x1-5/8" METAL STUD CEILING I m m 10 24" O.03 1 "MAX. s'- 6„ O.C. O.C. AS NOTED JOISTS AT 24" O.C. (ICC-ES 11 25 i1 8 16 ESR- 3064P) o j I I 3'-0" 2'-0' 12 15 I 1 / 2„ GYP BOARD WITH DRYWALL `1 11 23 24 - - SCREWS > I I 25 6 x1-5/8 LEDGE; SECURE TO CMU o _ 12 SUSPENDED 'T' BAR ACOUSTICAL WALL VIA (2) 3/8" EPDXY ANCHOR 22 10 21 " (I I ( I MIN. 24' MIN, 12` MAX. 6" CEILING BOLTS; SECURE TO STUD WALL VIA D 16" O.C. 20 19 CID 13 3-5/8" x1-5/8" CONTINUOUS TOP SCREWS SHEET METAL (OR WOOD) 1 0 ` (I I $ TRACK; SECURE TOP TRACK TO (E) 8 16 I I — — — — — d ROOF JOISTS VIA INTERIM BLOCKING ( — — z ¢ ~ ¢ ¢ C) iu F z ih o AT 48" O.C. WITH (2) #8 WOOD 17 7 I Z z SCREWS WITH MINIMUM 1" ° ' A N PENETRATIONcd1 Q Od cu 14 METAL TRIM / RUNNERS TYP. DETAIL @ NON -BEARING WALL 17"-18" 7"-9" _ 8 A WALL CONSTRUCTION 6 SCALE: 1 4"=1'- 0" 9`-0" RESTROOM ELEVATION 5 NO SCALE V/ t/ n W F QO N O 0 Z o 1", Wv~ V4 Z V z WM M W to uj J o- T w> 14 g ap0 t ujz' itwaaticoo Z Z U z W LLJ oL w Z 5 Z W U J W w z O 0 C) 3 N LID Q W 0 w 00 V G< Q 7 Q Q z a: z-< o j Q gm Q O a- U U w Cu QD w 4 Q_ Q o aaaaaaa o 0 6S 0 ' i SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 A 5 OF 5 REMOVE EXISTING EQUIPMENT, ANCILLAmT TRIM AND HARDWARE, wD1 R NON-STRUCTURAL ELEMENTS AS NECESSARY TO PREPARE SPACE FOR LAUNDRY REMMODEL NORTH EXISTING F L 0 0 R P L A N SCALE: ,i<._l._a.. co 0 UJ JQ O a. Ha 0 O wti z 0 v C4 z 0q W W J°DMF a¢ v- w > T er O 4top. C awz a to co o z Z o wLEI o° w z a z wU W z W o Q o 4 N N W U co CL C z00G Q t V O Q a D Cn M N r— Q co Co cn w I- 0 U w U w v W G] 4 Q LIJ Q CD 0o o ao aaa<gaa z W H o wLL! 0 w w z Y U w Lu CL 1 z YJ W z Q O C) J w Yz dam- r- J W F- Z 0 n Vi ry X 0 Li J L SCALE NOTED PROJECT NO. 1795 DESIGNED BY K M F DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 AD- 1 OF 6 GIMERLI NOTES 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE 2013 CBC 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES 1, PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED. 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. 4, THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE, 5. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR @ 24" O.C. AND FOOTINGS W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION. 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INSPECTION/OBSERVATION OF THE ABOVE ITEMS. 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1500 PSF UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER 2013 C.B.C. SOILS REPORT BY: JOB NO. xx INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC. NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" ICC# ER-1372 THE SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2" EMBED). INDICATES POST MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: BEAM SIZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS @ 12" O.C. 6 X 12 & SMALLER 3-2X4 W/16d NAILS @ 12" O.C. 4 X 16 & LARGER 4X4 6 X 14 & LARGER 4X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. MUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER 2013 C.B.C. 90%) RELATIVE COMPACTION MINIMUM. 2. IF A SOIL REPORT IS REQUIRED FOR THE PROJECT, THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1500 PSF MIN OR PER THE SOILS REPORT. 3. SLAB ON GRADE: 4 INCH, CONCRETE SLAB WITH #3 @ 18"O/C E.W. @ CENTER OF SLAB OVER 2 INCH. OF SAND OVER 10 MIL. VISQUEEN OVER COMPACTED SOILS U.N.O. 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 5/8" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH SPACING NO CREATOR THAN 4 FEET Q.C. NOR FURTHER THAN 12" FROM CORNERS MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 8.. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE V WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS, WATER -CEMENT RATIO OF 0.45. CEMENT SHALL CONFORM TO A.S.T.M, CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C33. REINFORCING STEEL 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER A.S.T.M. A615. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. 3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL ENGINEER. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED, 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: BELOW GRADE (UNFORMED)------------------------ 3" CLEAR BELOW GRADE (FORMED)---------------------2" CLEAR WALLS-------------------------------------- 1" CLEAR COLUMNS-------------------- ----------1.5"CLEAR BEAMS AND GIRDERS-------------------------1.5"CLEAR STRUCTURAL SLAB (ABOVE GRADE) -------------------- 3/4"CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER, FRAMING NOTES FRAMING SHALL COMPLY WITH CHAPTER 23 OF THE 2013 CBC FRAMING -GENERAL 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC' OR "BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. SHALL BE SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS.. FRAMING -WALL 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): 2X4 @ 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 @ 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 @ 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 2X6 @ 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS ADDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING DIAPHRAM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER 2013 C.B.C. (2308.9.10 2308.9.1 1) NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS. NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6. WALL BRACING SHALL BE PROVIDED PER 2013 C.B.C. (2308.9.3) PROVIDE 1 X6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. 7. ALL PLUMBING WALL SHALL BE 2x6 STUDS @ 16" o/c (MIN,) FRAMING -FLOOR 1. FLOOR SHEATHING (MIN) 3/4" STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE (2013 CBC 2308.10.4.3). FRAMING -ROOF 1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE. FRAMING -CEILING (PER 2013 C.B.C. TABLE 2308.10.2) 1. CEILING JOISTS SHALL BE 2X6 @16"O.C. (MAX SPAN=15'-9") 2. CEILING JOISTS SHALL BE 2X8 @16"O.C. (MAX SPAN=20'-9") FRAMING-JOISTS/RAFTERS 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: 2013 CBC 2308.10.4.2) BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX. DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1 /6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ WASHERS AT 24"OC STAGGERED. BOLTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR USE SIMPSON ST 2115 @ 48 INCHES O.C. 4, CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED @ 8'-0" 0/C, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. FRAMING -BOLTING 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE SCHEDULE 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. LUMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.) REPETATIVE USE MEMBERS STUDS & PLATES ----------------------------------- NO.2 JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE ------------------------------ NO.2 2X6 TO 3X16 INCLUSIVE----------------------- --NO.2 SINGLE USE MEMBERS BEAMS 4X----------------------- ----- -NO.2 6X OR LARGER----- ------- ----------------- --NO.1 POSTS & MULLIONS 4X4 & SMALLER ----------------------------------- NO.2 4X6 & LARGER ------------------------------------ NO. 2 6X6 & LARGER--- ----------- ------------------NO,1 MISCELLANEOUS LUMBER BLOCKING,FURRING, ETC .------------------------------NO.3 DECKING & SHEATHING 2X,3X,4X----------------------------------- COMM'L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. 3, GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8(*) DF/DF (Fb=240OPSi, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. [(*) USE V8 FOR CANT. BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH DOC P.S.1-95 2013 CBC TABLE 2304.9.1) THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR COMMON WIRE SPECIFICALLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. JOISTS OR RAFTERS TO SIDES OR STUDS 8 INCHES IN DEPTH OR LESS ----------------------------3-16d FOR EACH ADDITIONAL 4"DEPTH ADD--------------------- -1-16d JOISTS OR RAFTERS AT ALL BEARING TOE NAIL EACH SIDE--------------------------------3-8d STUDS TO BEARING -TOE NAILS EA. SIDE -----------------------2-8d BLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ------------------- 2-10d FROM BLOCKING TO BEARING TOE NAILS EA SIDE ---------------- 2-10d BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS ------------------------------- 2-10d ENDNAILS ----------------------------------------- 2-16d PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CANT. NAILER ----------------- 2-16d MULTIPLE STUDS STAGGER NAILS ON STUDS WIDER THAN 4")----------------- 6d@24"OC RIBBON TO STUDS 1XRIBBON -----------------------------------------2-8d 2X RIBBON- -------- ---------------------------2-16d DOUBLE TOP PLATES LOWER PLATE TO STUD-------------------------------2-16d UPPER TO LOWER PLATE----------------------------16d@16"OC AT SPLICES (48"MIN) ON EACH SIDE OF BUTT IN TOP PLATE -------------------------------- 8-16d UPPER TO LOWER PLATE AT INTERSECTIONS-------------------------------- -8-16d CEILING STRIPS 1 X4 PER BEARING(STRONGHOLD TYPE)----------------------3-8d 2X3 PER BEARING(STRONGHOLD TYPE)---------------------1-16d PLYWOOD NAILING(SEE DETAILS &/OR SCHEDULES BUILT UP BEAMS-------------20d@32"OC T&B STAGGERED 2-20d @ END 1 X6 LET -IN BRACES, EACH BEARING .-------------------------2-8d PRE -DRILL HOLES FOR NAILS) 1. CONTINUOUS SPECIAL INSPECTION REQUIRED FOR RETROFIT BOLT WITH SET-XP EPDXY PER ESR-2508 2. PERIODIC SPECIAL INSPECTION REQUIRED FOR SHEAR WALLS WITH 4" OR LESS NAIL SPACING 2X STUDS @ 16" O.C. SHEARSHEAR WALL PLYWOOD WHERE OCCURS 16d SAME SPACING SHEAR WALL PLYWOOD AS SHEAR WALL E.N. (STAGG.) 16d @ 12" O.C. STAGG. WHERE OCCURS 2X STUD P•) U.N.O.) E.N. E.N E.N. 12" LG. BLOCKING @ TOP, POST WHERE BOTTOM, & MID -HEIGHT OCCURS POST WHERE OCCURS TYP.) STUD WALL INTERSECTIONS FOR SIZE AND SPACING OF JOIST OR RAFTER, SEE PLAN--\ BOUNDARY NAILING (B.N.) ALONG CONTINUOUS PANEL EDGES II I 1 STAGGER PLYWOOD JOINTS 3/8" MIN. EDGE DISTANCE FOR NAILS -7 TYPICAL INTERMEDIATE NAILING (I.N.) FLOORS-10d @ 10" O.C. ROOFS- 10d @ 12" O.C. I ( II 11 111 EDGE NAILING (E.N.) 2 X 3 FLAT BLKG. AT UNSUPPORTED EDGES. (REQ'D. LONG DIMENSION OF PLYWOOD ONLY WHEN CALLED FOR ON TO RUN PERPINDICULAR TO PLANS) JOISTS MIN. SHEATHING SIZE TO BE NOTE: 2'-0" X 4'-0" PLYWOOD TO BE INSPECTED PRIOR TO COVERING TYP.) q ( PLYWOOD LAYOUT STRAP PER PLAN W/ FULL LENGTH NAILSA n NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. 2, FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FTG. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG, PROVIDE 2" CEMENT DRYPACK IF z PLACED UNDER EXIST. FTG. • T TOP PLATE SPLICE U.N.0.vON FRAMING PLAN TYP.) PLATE SPLICE 2-2x PLATES, SEE PLANS FOR SIZE FRAMING ANCHOR TOP AND REFERENCE TO SPLICES AND BOTTOM OF DOUBLE FOR HEADER SIZE, SEE PLAN STUD OR POST FF2x CRIPPLES AT 16" O.C.7-7 FIRE BLOCKING AT CEILING PROVIDE SIMPSON A34 FOR 2x4 LINE AND NOT TO EXCEED STUDS AND A35 FOR 2x6 8'-0" O.C. STUDS, EACH SIDE FOR NAILING SEE GENERAL E--USE 2-2x JAMBS FOR 4x10 NOTES AND 6x8 AND LARGER HEADERS 1 STUD FOR INTERIOR WALLS END POST AT PLYWOOD SHEAR 2 STUDS FOR EXTERIOR WALLS PANEL WHERE OCCURS W/ UNLESS NOTED OTHERWISE E.N. NOTE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16" O.C. TYP.) WALL FRAMING PARALLEL 3- 16d 6d @ 12", STAGGERED IOIST OR RAFTER JPPER PLATE 4" WIDER FHAN LOWER PLATE 2X STUDS @ 16" 1C. J @ 12", STAGGERED ST OR RAFTER PER PLATE 4" WIDER AN LOWER PLATE STUDS @ 16" O.C. PERPINDICULAR TYP.) JOIST TO NON —BEARING WALL z XQ 0 z I cp 9" d 9" d' PIPE PROVIDE SLEEVE SLEEVE DIAMETER FOR ALL PIPES. TYP.) PIPE TRENCH TRENCH SHALL NOT UNDERMINE WALL FTC. 50% COMPACTED BACKFILL @ TRENCH EXCAVATION NO TRENCH PARALLEL TO FOOTING BELOW THIS LINE 6" MIN. LEEVES SHALL r,NcTRATE FOOTING R" BAR SIZES 3 1/2 V 3, 4, #5 5 'D' 6, 7, #8 7 'D' 91 10, #11 na C7 N r .R 40 D CONCRETE 50 'D' MASONRY 6 MIN. 1 - 2X4 ST( 16" O.0 HEADER 2X BLK 2X TRIP, U.N.O. 4X END HOLC U.N.O. TYP.) REINFORCING 14 IDS @ U.N.O. DOUBLE OP PLATE D FIE IVI E MAI I AILI F N,) MER POST OWNSLuV/ E.N. 11 IVII L L L L L L L L L L HOLDOWN SILL PLATE BOLTING OR PER 12" SOLE PLATE NAILING AT MAX. UPPER FLOORS) TYP.) SHEAR PANEL ELEVATION X X zLi N N 1 /6d MAX. NOTES: 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2, NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. TYP.) JOIST NOTCHING d d WIDTH WIDTH tSLAM to I LI1 WALL FULL OF STUDS t 16d AT 12" EA. SIDE/EA CRIPPLE L_ 0 NOTCH IN STUD BORED HOLE Ilk TOTE: ORED HOLE & NOTCH 5/3" MIN. HALL NOT OCCUR IN AME SECTION NON —BEARING BEARING PARTITION PARTITION TYP.) STUD NOTCHING EXTEND STUDS FULL HEIGHT OF WALL 4) 16d EA. SIDE 2X STUDS 16" O.C. EPC OR PC 2) 2X CRIPPLES TYP. @ BEAM OVER 8" DEPTH. USE 4X POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON BM.) NOTES: 1. WHERE BEAM INTERCEPTS TOP PLATE SPLICE USE ST6236 2. BM(S). CAN SIT ON TOP PLATE ABOVE POST W/ E.P.0 OR P.C. TYP.) BEAM TO WALL SHEAR WALL SCHEDULE 2012 I.B.0 8e 2013 C,B.C., SDPWS-2012 Table 4.3A SILL BOLTING MARK WALL TYPE SHEAR @ SHEAR @ SILL NAILING A35ALLOWABLE SHEAR ONE SIDE BOTH SIDES 16d 0 UPPER SPACING OF WALL OF WALL STORIES 7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT ,6"O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICC REPORT No. ESR-2595) NOTE 4 AND 180 PLF 5/8"@48"O.C. 5/8"@ 24"O.C. @ 8"O.C. @ 32"O.C. 10 BELOW. 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 8d NAILS @ 6"O.C. AT EDGES & 12" O.C. 280 PLF 5/8"@32"O.C. 5/8"@16"O.C. @ 6"O.C. @ 24"O.C. y \ FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 10, 11 & 12 BELOW 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 8d NAILS @ 4"O.C. AT EDGES & 12" O.C. 350 PLF 5/8"@24'VC. 5/8"@12"O.C. @ 4"O.C. @ 16"O.C. 10 FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 6, 10, 11, 12 & 13 BELOW 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 8d NAILS @ 4"O.C. AT EDGES & 12" O.C. 430 PLF 5/8"@16"O.C. 5/8"Q8"O.C. @ 4"O.C. @ 16"O.C. 1 1 FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BELOW 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 8d NAILS @ 3" O.C. AT EDGES & 12" O.C. 550 PLF 5/8"@16"O.C. 5/8"08"O.C. @ 3"O.C• @ 12"O.C. 12 FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BELOW 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 8d NAILS @ 2" O.C. AT EDGES & 12" Q.C. 730 PLF 5/8"@16"O.C. 5/8"@8"O.C. @ 2"O.C. @ 8"O.C. 13 FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BELOW 15/32" STRUCTURAL I PLYWD OR O.S.B. WITH 10d NAILS @ 2" O.C. AT EDGES & 12" O.C. 870 PLF 3/4"@16"O.C. 3/4"@8"O.C. N/A @ 8"O.C. 14 FIELD 0/ 3X STUDS TABLE 4.3A SDPWS-2008 NOTE 1, 3, 5, 6, 8, 10, 11, 12 & 13 BLW NOTES: 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED, 1 1 , 12, 13, & 14. 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON TO BOTH SIDES OF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON 3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL EACH SIDE SHALL BE STAGGERED, PLATES AT FOUNDATION (CONC. SLAB ON GRADE 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" ONLY. NOT REQ'D @ RAISED FLOOR FOUNDATION) X 10" A.B.'S @ 48"O.C. UNLESS OTHERWISE NOTED ON 4. PAPER BACKED SELF FURRING EXPANDED METAL PLANS. LATH WITH ICC APPROVAL & AT 3x SILL PLATE USE (2) 20d BOX END NAILS AT STUD TO SILL PLATE CONNECTION IN LIEU OF (2) 16d NAILS PER LINE 8 OF TABLE 2304.9.1 (ALT: PROVIDE SIMP. A34 AT SILL TO STUD) 9. ALL INTERIOR NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O.C. & 48"O.0 RESPECTIVELY. ICC# ESR-2269 (HILTI), OR ICC# ESR-1663 RAMSET/RED-HEAD). 10. USE 3" X 3" X 0.229" PLATE WASHERS. 11. ALL PLYWOOD SHALL BE DOUGLAS FIR -LARCH 12. AT EXISTING FOOTINGS USE SIMPSON "SET-XP" EPDXY BOLTS PER SCHEDULED SILL BOLTING, EMBEDED 8", PER ICC# ESR-2508 WITH SPECIAL INSPECTION. 13. PERIODIC SPECIAL INSPECTION REQUIRED ON WOOD SHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUAL TO 4" O.C.' 14. GALVANIZED NAILS SHALL BE HOT -DIPPED 0 W o N co 0 Z w J Luv~': Z MCS 00 M ~ i to 0 w>c q0 6 Qn00Q LuZ_etcoCL Z Z Z OW L!d o W Z Z Lu V F- W 1 z W W o Q 0 U) N 0) N Q LL, U 1 n tL' Z 00 0) O LL Q Q Q Q Cl_ C0 O M N J Q J F- f-- oa m z Y W U Y W v W cn z Q z c Uj Q o 00 6 o 0 aa aaaa z W O M LO W w C Q 0 Q V W J Q Z Z y ffn 3 W Z V J 0J W Y 7z ti W V U n iV1 W LiLI 0 W V/= W U 0 La SCALE NOTED PROJECT NO. 79 DESIGNED BY K M F DRAWN BY R T CHECKED BY K M F DATE 06/25/2018 S-1 OF 3 ROOR FRAMING PLAN NORTH SCALE: 1 /4"=1'-0" to o w J 0 N co 0 Q 0 E- N O Z Z LLJ V H " Z W M M W it > w 0 cn ILWZettolz Z U) Z z w ci 0 Q L d w o LU r Z a Z w U w w c) N z p N Ln N CL U coo Q Z 0 LL Q Z LL co u..l N F-- t 04 g m to W O U s U U U U w 0 Z 4 J a Z Q J a LLJ Qc 4 m LJ z W wo eM W y- tJ.. w Q J Q w w 0 z Z cn Y U w z C C)< U w z W o 1— SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/25/2018 S 2 OF 3 14 m NOT USED LuNOTES: N WATER HEATER WH-1; 700# OPERATING WEIGHT (D NOT USED o g 2j L ui 40 i 1-1/2"X01/8" ANGLE, (2) PER SIDE Z I- oCANTSTRIPu 0 Z z D SECURE TO WH VIA (#10 SHEET METAL SCREW RUN ROOFING FROM ACROSS (E) ROOFING UP TO z Gi M Ei ABOVE WATER LINE AND WITHIN CAP to -1 w 44 w > o SECURE TO PLATFORM ELEMENT VIA #10-21AG (E) ROOFING ui z (L II-- R Ix SCREW <_r coo j z 0 22 GA GALVANIZED STEEL CAP (E) ROOF DECK z cn =) K w C4 Uo in . c D NOT USED (E) ROOFING w w Z a E) 2X @24 O.C. 3/ 4' PLYWOOD SHEATHING z w O 2x6 JOIST AT 24" O.C. OTHERWISE U I- 4X12 PLATFORM FRAMING ON PERIMETER, INTERIM w AT 16"ON CENTER _j w Z C) 4X6 SLEEPER ELEMENTS ABOUT FOOTPRINT OF < U) r- C- 4 EQUIPMENTZ03: cy) Lo w < cU SIMP. LUS HANGER SIMPSON LUS HANGER ALTERNATIVE SIMPSON HARDWARE n Q m 00 0 NOT USED LL Z cli 4X6 ( E) GLU LAM BEAM :D z o < WH z C/) Li Li (E) 4X12 AT 8'-0' O.C. > co E) 20 RAFTER; TYP AT 24* O.C. clq G B C D G B C mmvmw QJR I'iV[ U3LU E E NOT USED Y ^8-B V L NN E) GLULAM p L p A- A WATER HEATER PLATFORM N A — A B— B D z: CD u Lu Z- 1 u w Z LLi Z 2: o LLJ Q-, I <q I < I < i< 1 z WATER HEATER MOUNTING 1 LLI .. I-- c>co NO SCALE U-> w fy U) N 0) w 0 > < NOTES: ry NOT USED 00 Z Of c) j w ry OEVAPCOOLER; DOWN - DISCHARGE; 297# (D SUPPLY AIR DUCT FROM SUPPLY AIR DIFFUSER 0- Q0 PLATE IN CEILING BELOW UP THROUGH ROOF TO J o z OVERTURNED TRIM TO PRECLUDE WATER INTRUSION; Y W 1-1/2X411/8' ANGLE, ( 2) PERSIDEALIGNPLATEBELOWNTHOPENINGINROOFZDSECURETOECVIA (#10 SHEET METAL SCREW OCANT STRIP z < w j y ABOVE WATER LINE < ('o RUN ROOFING FROM ACROSS (E) ROOFING UP TO z SECURE TO PLATFORM ELEMENT VIA #10-2'LAG (.0 E) 2X 024 O.C. SCREW ANDWITHINCAPw22GA GALVANIZED STEEL CAP (E) ROOFING IL UPTURNED OPENING IN CAP FOR DUCT UP THROUGH (E) ROOF DECK ROOF 3/4- PLYWOOD SHEATHING (D (E) ROOFING 2x6 JOIST AT 24" O.C. OTHERWISE 4X12 PLATFORM FRAMING ON PERIMETER, INTERIM V) AT 16"ON CENTER 4X6 SLEEPER ELEMENTS ABOUT FOOTPRINT OF t) ULLILAM EQUIPMENT UJI UJI LLJ Q SIMPSON LUS HANGER / ALTERNATIVE SIMPSON HARDWARE NOT USED E) CLU LAM BEAM Y D-D E) 02 AT 8'- 0- O.C. EC EC z A E) 2X4 RAFTER; TYP AT 24" O. C. NOT USED B C D B G G EVAPORATIVE COOLER E NOT USEDPLATFORMDV) 7V n-i 0 (5) 1 V v Y 4X6 w Y zZHK L SIMP. LUS HANGER Q C—C D— D EVAPORATIVE COOLER MOUNTING 4 NO SCALE SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/ 2018 S- 3 OF 3 LOAD SUMMARY PANEL A 347,4 PANEL B 64.7 PANEL C 80.3 PANEL D 93.0 TOTAL 240/1011 238.0 347,4 E) SERVICE SECTION MSA' NEMA-3R E) 400A, 120/240V 103W 400A SECTION, 120/24OV-10-3W AFC: 42,000 kAIC M N ( E) 400A G 2P 1 # 1 /0- CU. INSULATED ( E) (2) 2 C-3#3/0 BONDING JUMPER THWN CU, 1#4G r- L 3/ 4 C., #3/0 CU. TO INTERIOR E) PANEL E) UG FEED FROM SCE A. TRANSFORMER METAL COLD E) 347.4A WATERPIPE125A2P 3/ 4" C.; 3/0 c E) 70A c 2P coomooO U 0 E) 100A , 2P D OD L7 CO U 1 4 U Z I Z I z P P POC WITH PULL BOX M cr, 00 FOR EXTENSION OF WIRE AND CONDUIT FOR PANEL RELOCATION iu U z Zlz Ti- F- R) PANEL R) PANEL E) PANEL D. 0 B,. 93. 0 80.3 64.7A RELOCATE ( E) PANELS; EXTEND E) FEEDERS AND CONDUIT AS NECESSARY TO POC AT NEW LOCATIONS; FOR PANEL LOACTIONS, SEE POWER PLAN, SHEET E-3-T SINGLE LINE DIAGRAM 400A 120/ 240, 10. 3W SCE METER 25000- 003935 LEGEND LIGHT FIXTURE, EXIT, SINGLE FACED, UNIVERSAL MOUNTED WITH DIRECTIONAL ARROWS LIGHT FIXTURE, EXIT, DOUBLE FACED, UNIVERSAL MOUNTED WITH DIRECTIONAL ARROWS LIGHT FIXTURE, EXIT C FLUORESCENT UGH71NG FIXTURE, 2' X 8' FLUORESCENT UGH FIXTURE, 2' X 8' WITHEMERGENCYNIITEELIGHTFLUORESCENT UGHTING FIXTURE FLUORESCENT LIGHTING FIXTURE W/EMERGENCY N.L. O DOWN LIGHT 0 LIGHTING FIXTURE, WALL MOUNTED DUPLEX RECEPTACLE, 20A, 120V, 15" A.F.F. TO BOTTOM OF BOX OR AS NOTED. G-- INDICATES GFI, 1- INDICATES ISOLATED GROUND. DEDICATED EQUIPMENT RECEPTACLE 20A 1 2OV JUNCTION BOX, 4" X 1-1/2" SQUARE, TYP. U.N.O. JUNCTION BOX, WALL MOUNTED 4" X 1-1/2" SQUARE, TYP. U.N.O. OUTLET, TELEPHONE (+15" TO BOTTOM OF BOX U.N.O.) N 3/4"C C.O. TO CEILING SPACE OR AS INDICATED. COMBINATION, TELEPHONE/DATA (+15" U.N.O.) 1- 1/4" C.O. TO CEILING SPACE OR AS INDICATED. S SWITCH, SINGLE (+48" U.N.O. TO TOP OF BOX) DOUBLE SWITCHING (o=switch one, sob b=switch two) (+48" U.N.O. TO TOP OF BOX) S 3 SWITCH, 3-WAY (+48" U.N.O. TO TOP OF BOX) 4 S SWITCH, 4-WAY (+48" U.N.O. TO TOP OF BOX) SWITCH: K= KEY OPERATED M=MANUAL MOTOR S " P=PLOT SWITCH T=TIMER PB= PUSHBUTTON (ON,OFF OR ON/OFF) PANEL BOARD CONDUIT CONCEALED IN WALL OR CEILING SIZE AS NOTED CONDUIT BELOW FLOOR OR GRADE OR IN SLAB, SIZE AS NOTED CONDUIT EXPOSED, SIZE AS NOTED TELEPHONE SYSTEM CONDUIT, 3/4"C OR AS NOTED T_.. A- 1 BRANCH CIRCUIT, HOME RUN TO PANEL BOARD A. CIRCUIT 1 CONDUIT TURNED CONDUIT TURNED UP OR TOWARD OBSERVER CONDUIT TURNED DN OR AWAY FROM OBSERVER 1 / 2" CONDUIT; TICK MARKS INDICATE QUANTITY OF #12 AWG CONDUCTORS U.N.O., NO MARKS INDICATES 2#12 LARGE SLASH DENOTES NEUTRAL SLASH MATH DOT DENOTES CODE SIZED GROUND MARK COUNT INDICATES QUANTITY, CONDUCTOR SIZE AS NOTED C. o. CONDUIT ONLY FOR FUTURE CONNECTION 3/ 4" U.NO. A LIGHTING FIXTURE DESIGNATION, TYPE A. 96VA 96 0 0-- CIRCUIT BREAKER MOTOR DISCONNECT SWITCH; RATINGS AS NOTED MANUAL MOTOR STARTER Eli FUSED SWITCH DISCONNECT SWITCH OR RATING AS NOTED 1, 3,5 DENOTES HOME RUN TO PANELBOARD A CIRCUITS 1,3,5 A DENOTES PANELBOARD/SWITCHBOARD "A" SO OVERIDE SWITCH - TIMED, 2 HOUR MAXIMUM OVERRIDE OS MOTION SENSOR - CEILING MOUNTED T/ C TC PROGRAMMABLE TIME CLOCK GENERAL NOTES 1. ALL NOTES PROVIDE GENERAL REQUIREMENTS FOR SCOPE, MATERIALS, AND EXECUTION OF ELECTRICAL WORK. THE NOTES THAT ARE APPLICABLE TO THIS PROJECT SHALL BE COMPLIED WITH. 2. ALL WIRING DESIGN IS BASED ON 75 DEGREES C CONDITION FOR COPPER CONDUCTORS OF TYPE THWN, UNLESS OTHERWISE STATED ALL WIRE TO BE TYPE THWN RATED FOR 75 DEGREES C OR BETTER. ALL TERMINATIONS SHALL BE RATED FOR 75 DEGREES C OR BETTER ELECTRICAL CONTRACTOR TO SIZE ALL WIRING NOT EXPLICITLY SHOWN ON DRAWINGS ACCORDING TO THE REQUIREMENTS OF NATIONAL ELECTRICAL CODE (NEC) FOR THE SPECIFIC APPLICATION AND CONDITIONS. 3. ALL CONDUCTORS SHALL BE COPPER (MINIMUM SIZE #12 AWG UNLESS SPECIFICALLY NOTED OTHERWISE). ALL INDICATIONS OF NUMBER OF CONDUCTORS EXCLUDE THE GROUND WIRE WHICH MUST BE PROVIDED. ALL CONDUIT SHALL BE EMT U.N.O. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMITY TO ALL LOCAL CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE NATIONAL ELECTRICAL CODE AND ANY ADDITIONAL JURISDICTIONS RELATING TO THEIR WORK. 5. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. 6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, SWITCHES, LIGHT FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBOARDS AND PANEL BOARDS, ETC., REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. 7. LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THOSE SHOWN ON THE ELECTRICAL DRAWINGS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT EQUIPMENT BEING PROVIDED AND INSTALLED BY HIM WILL FIT DIMENSIONALLY IN LOCATIONS SHOWN ON DRAWINGS. 9. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. 10. ALL PENETRATIONS OF FIRE -RATED SURFACES SHALL BE MADE WITH A NON- COMBUSTIBLE MATERIALS OF A FIRE RATING EQUAL TO THE MATERIAL PENETRATED AND SHALL BE COMPLETELY FIRE -STOPPED. REFER TO ARCHITECTURAL PLANS TO DETERMINE FIRE -RATED SURFACES AND INCLUDE ALL COSTS IN BASE BID. 11. PROVIDE PULL -WIRE IN ALL CONDUIT ONLY (C.O.) RUNS. 12. SEE MECHANICAL/PLUMBING PLANS AND SPECIFICATIONS FOR ADDITIONAL ELECTRICAL WORK, EQUIPMENT AND CONTROL WIRING TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, 13. LIGHTING FIXTURES SHALL BE LOCATED TO AVOID ALL MECHANICAL, PLUMBING AND ALL OTHER TRADES, EQUIPMENT OR WORK. 14. ELECTRICAL CONTRACTOR SHALL AVOID SOUND TRANSMISSION BETWEEN ROOMS BY OFFSETTING ALL OUTLETS LOCATED ON OPPOSITE SIDES OF WALLS AS REQUIRED. PROVIDE A MINIMUM OF 6" CLEARANCE BETWEEN OUTLET BOXES. 15. ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR TO COMPLY WITH THE CEILING TYPE THAT THEY ARE INSTALLED IN. THE TYPE OF CEILING INDICATED ON THE ARCHITECTURAL DRAWINGS WILL TAKE PRECEDENCE OVER THE LIGHTING FIXTURE SCHEDULE. ALL LIGHT FIXTURES SHALL BE LOCATED AS PER THE ARCHITECTURAL REFLECTED CEILING PLAN: 16. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE SHALL BE WEATHERPROOF. 17. ALL ELECTRICAL EQUIPMENT UTILIZED AT THIS PROJECT SHALL BE U.L. LISTED. 18. ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES PRIOR TO BASE BID AND VERIFY ALL EXACT LOCATIONS, MOUNTING HEIGHTS, DEPTHS AND SPECIAL CHARACTERISTICS OR CONDITIONS. 19. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY ENGINEERS/ARCHITECTS OF ANY DISCREPANCIES WITH CONTRACT DOCUMENTS BEFORE COMMENCING ANY WORK. 20. PROVIDE WEATHER PROOF, GFCI PROTECTED OUTLETS WITHIN 25 FEET (7.5M) OF HEATING, AIRCONDITiONING, OR REFRIGERATION EQUIPMENT. 21. SWITCHBOARDS AND PANELBOARDS LIKELY TO BE ENERGIZED WHILE BEING MAINTAINED OR SERVICED BY QUALIFIED PERSONNEL SHALL BE LABELED WARNING OF POSSIBLE ARC FLASH HAZARDS AND IDENTIFIED WITH THE APPROPRIATE ARC FLASH PROTECTION RATING PERSONAL PROTECTIVE EQUIPEMNT (PPE) SIGNAGE." [CEC 110.16] 22. EACH SERVICE PANEL, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER ETC. SHALL HAVE AN ENGRAVED NAMEPLATE 23. EACH CIRCUIT BREAKER PANEL SHALL HAVE A LISTING OF CIRCUIT BREAKERS TYPED AND PERMENTANTLY FIXED TO THE INSIDE OF ITS DOOR 24. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN 6 FEET OF THE FLOOR OR TO THE STRUCUTURAL CEILING ABOVE THE SPACE OF ELECTRICAL EQUIPMENT. [CEC ART. 110.26] 25. ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING.AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THEN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THEN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [C.B.C. 1117B.5, ITEM #5.1] 26. ELECTRICAL RECEPTACLE OUTLES. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THEN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROMTHE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [C.B.C. 1117B.5, ITEM #5.2] 27. WHERE A BUILDING OR STRUCTURE IS SUPPLIED BY MORE THAN ONE SERVICE, OR ANY COMBINATION OF BRANCH CIRCUITS, FEEDERS, AND SERVICES, A PERMANENT PLAQUE OR DIRECTORY SHALL BE INSTALLED AT EACH SERVICE DISCONNECT LOCATION DENOTING ALL OTHER SERVICES, FEEDERS, AND BRANCH CIRCUITS SUPPLYING THAT BUILDING OR STRUCTURE AND THE AREA SERVED BY EACH. THIS SHALL BE PROVIDED FOR THE EXISTING AND NEW SERVICES. [C.E.C., 230.2(E)] 28. PROVIDE A LOCK -ON DEVICE FOR CIRCUITS SUPPLYING EMERGENCY EQUIPMENT 29. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY: A. CALIFORNIA BUILDING CODE (2016) B. CALIFORNIA MECHANICAL CODE (2016) C. CALIFORNIA PLUMBING CODE (2016) D. CALIFORNIA ELECTRICAL CODE (2016) E. CALIFORNIA GREEN BUILDING CODE (2016) F. CALIFORNIA ADMINISTRATIVE CODE TITLE 24 (2016) SHEET INDEX SHEET SHEET TITLE E- 1 SINGLE LINE, ELECTRICAL GENERAL NOTES, SITE PLAN AND LEGEND E- 2 SITE PLAN E- 3 POWER PLAN E- 4 LIGHTING PLAN E- 5 ROOF PLAN, PANEL SCHEDULES E- 6 TITLE - 24 LIGHTING COMPLIANCE FORMS 1 V) W Q Z m No 0 E- It- 0 rn - Z W O E 4- 05 W MMW G m>o>'r0 t 5WZd eoa aGo0 Z yZ 0 M z W c w Wr Z 0Z W V J W W J z o N N Z Q cr) N. UCD CC QQ0) 00 G O c G LL' Q` Q o Q a co o M N J f- m 00 N u Ld c O O E_ U U U i U cn w c ca w o Q n q ci- n Ld o o aagaaa z CW G IW- o M W LL Q ui Z Q U acc. J a W o W z G r F' zIll j W W z CU J Y a zIt W F_ c zw Ld I W 3 Z Q w V) c / 0 Lu Q O LLJ z D W oz ry w U Z n U W QPpF ESS/n G, 0 170 m 0 0 F` eCTR\P T OF C SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/ 2018 E-1 OF 6 K .. PROPERTY LINE F I I I, tI r I , 1 I II , I PROJECT LOCATION: I I SELF-SERVICE I LAUNDRY 1,795 SFJUL- 16756 16750 16746 1 I ( E DEDICATED 400A 120 240 V 10 SWITCHGEAR SERVING SUITES H AND I FED FROM SCE PAD MOUNTED TRANSFORMER 1 , I E) SCE PAD MOUNTED TRANSFORMER t Ij C I> ;.,! i I , a E. C I I I I I PROPERTY LINE F 116738 E. H I m d K I ® L 1Ipl! em. i, .• ..m a m. m..mm.amro, ...me.m. I m,. 1 Llill, I t I I i t' i• ! I yit= I3. m . sm.. m . m f 1 jjf)1jr999 }j (] jI LAKESHORE DRIVE U) o Q Z 0. lid Lu I.- N V O O Lu 696z cn to Z aj M M WW ..! oD H i J T 19 0 T-700W 6 IXac_o Z N Z Z0 LLW W G w Z C9 Z W. U J w w i- z Q N N Q O W V" to to CC Q co rn G o Q V Z Q E—. O cn Q M W O M N m mV L-Li z 0 a U U U U L7 CU o z a_a z z LLJ o rn 00 aaaaa W Lo M w w 04 rn Q 0z° U W 0 ZG 7Z Y CA J Z Q O U w Z W Q pFESSlpN 17 IT1 cr p. 09-30-20 d s P G C P,0F SCALE NOTED PROJECT NO. 1 795 DESIGNED BY K M F DRAWN BY R T CHECKED BY KMF DATE 06/25/2018 E 2 OF 6 n i I i k i W cn J p No Z F- N V O so a Z z W V E90 v^ >>; MtO zwcnm p w>o WzacOIL 0I- - o gZ Go zZ m. m p 1 Y I S A .: s s i s t. .ks' ^a. -a c s § ga r x 3 t ': T x ^v,,x', r,vc , ` ` : a i:a +fix. Lu Z I 400A W 120/240, 1 CONDUCTOR RUN - C1 m - I z - - E w WMSMbwWWp WJf S I N 120/240, 10 ; z O rn '.n M, w Q N tr I_ I _ . p — g ------- I 0 ------- Ci Z It i L Q o o =Q PANEL A 1z+" 1ooA I ~ ^ i4 '.-'.... s> *."v r• TMe 1 '' `- ` a ., :`"" ems.,,,,, 1—. f— I. I - - Z. ti j120T RELOCATE (E) I I , I Q QZ Q , PANEL ------_-__ ~ Lam, ,... L.. — — — —I Li --''-'' 2, 11 c' - T _ j 4 a m M I m m Q 0 U) CN IQ I ' > m L11 I1mnXoIL zYc z»D1_4 6X wQry 0o w , S 9 m S D -2 -<Dm o o rn xo x _ _ „ „ IV o x 0 w x x D- 8,10 PANEL A I "' o Q a Q n u/RELOCATE ATE (E)p-19 i ~ cn m x PANEL Nx !) c] co i i oE- d z Y o S » D» 17 A'r- 5, 7 "A»-1,3 -.-i a o w w > Dmcp IZ = Z W e f r soc xYwIQmnxoU U V k M w Q ' c) 2- 60# ASHERS "D"-16 18 N vvi z z z C. 2 m? tv5 S D -15 , a a a e N Y X30 X30 .._..,, D x x XXUw I v N N r_ w _.:_0 056-1 056-1 125A 4 y-ny si Y3.4_ .. j iY"+X"pa L , I— 11 . - 0 M » D»_ 13 120/ 240, 1 o a b S X Y aaaaaa oWQ O of- I . .. ( - i nB» w PANEL su N W X i"' 3 's 4 i + `u .,. i.'.. -: ..,E O w Q > 11 » 0 {i z Es-o"Ijo cn D»- g A - 9,11 I[[ W _ o SoG, Lo o w l „A"-13, 5- n»-16 10 I W Lu rn GFCI w igrx , oI I o > Q > Q 0 F-- » D, 1_ 7 rn w 10 Z U I' ll, Pill GFCI B 10,12 g w PANEL A f4 >F 0 X w i- ,r rr rn W I U- o o LL Q u; C:) cr- uj O w> A -21,23 Q x 12 J O Z cc - ^ I Q GFCI w G = S it to - N »D/ f_ 6 8 I — w o I I v L Z W I 00 _ m C,4 t o _ U CONDUCTORLu 00wWr, A„_ 25,27 A- ¢ o B - 1.8 G CIz 1 ` Y w I U co Q r,, o D - 3 o rnw Y o B -24 Z r m I puj A- 2931 i m w C-6 U tif_ o s c 00Xw mW n r/ m I I w> B -17,19 x cn 1, ff ,1 a - i - ey jj D -1 x ., » SrwC -24 rn c>J 10 1111 "B"-13,15 X c°'n I Iz I11 0 A 6,8 o x » C,r_ 17, 19 Qi , 'tw 4 mCrl. Q. I - -. f .. r z z : '. >' '^\ Q — 9,11 x cn s '`' `° sae' wv 3:u €' '. - PANELC :_}. "A"-10,12 o a %- LLB Z o10 XcanJ O I T- 950 T-950 ,/C"-9,11 g I O C D o DEX DEX m rn zF I _ Xu o sN p = 2 - 60# ASHERS C -5,7 ram a. z r , r " s < e Ui --1 ff » t .,ems s .U.x *' v.- s -v... PANEL A _ K@ , r 1, » r vj $ r. ,^ :` - — P2 I — 1f3 13 —5,7 _ . x v ( U7 t- Q o CD I 10_ _r " C"- 12 CONDUCTOR o! I x "P — 1 4B W eX m c' pFESS1 Q C* a "' h''e+`yi'.`-f. C'- ,'. ' "3 / b •:: F x*. '3.._ x. 'YV +i i v">.v ..w, . 1.r y, 1.2 ei x X y ul xp. 09-30 2U i 4:. _. "'^,- •^`r' f- `: X "- ' S. T - h"y..'''r' ,, 2. , '_4 - \ i .. ay'I C - 9 JY ` FOF. CA1- F® R, f » aS tiN r ukv SCALE PANEL DNOTEDPROJECT N0. 1795 I DESIGNED BY K M F DRAWN BY R T I CHECKED BY K M F DATE 06/ 25/ 2018 w I NORTH ; E I F AULTCURRENTCALCSP0WERPLANLAUNDRYSCALE: 1/41 OF 6 1 LIGHTING FIXTURE SCHEDULEGGE TOTAL LAMP TIME CLOCK; 365 DAY TIME CLOCK; 365 DAYTYPEDESCRIPTIONV-A NO. V-A TYPE V PH BALLAST REMARKS ASTRONOMICAL; TITLE 24 ASTRONOMICAL; TITLE 24 METALX 48 1 48 LED 120/1 DIMMING PROVIDE WITH 1-10V DIMMING PANEL APPROVED PANEL APPROVED 4GR - BALLAST 0 0 24GR-LD5-64-F1-UNV-L835-U "A"-30 "C"-16 METALUX 1'x4' LED SURFACE MOUNT SURFACE MOUNT FIXTURE 120V TIMED OVERRIDE "SO" LOCATE 120V 32 1 32 LED 120/1 S ADJACENT TO MAIN SWITCH BANK; 2 4BCLED-LD4-32SLF-UNV-CD 2 HOUR MAXIMUM OVERRIDE H27501CAT+ML56LEDO / \ HALO LED RECESSED DOWNUGHT 10.2 1 10 LED 120/1 S DURATION s EXIT SIGNAGE - SURELITES 90 MIN SURFACE MOUNT FIXTURE a CAR717000R 5 2 7.5 LED 120/1 EM BATT UL 924 LISTED TC CIRCUITS IN PANEL „A" TC CIRCUITS IN PANEL "C„ TS 26B 28A TS 10 12 14A14B — NOTES: 1. ALL FLUORESCENT FIXTURES SHALL HAVE-T8 LAMPS. C 2. ALL FIXTURE BALLASTS SHALL BE U.L. APPROVED AND CERTIFIED PER CEC 2-5314 (b). 3. ALL LAMPS PROVIDED WITH DIMMING BALLASTS SHALL HAVE DIMMING SWITCHES PROVIDED FOR CONTROL 4. ALL MOUNTING HEIGHTS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. 5. EXIT SIGNS SHALL NOT BE USED AS JUNCTION BOXES. 6. ALL LAMPS IN LAUNDRY AREA SHALL BE CONNECTED TO PHOTO SENSOR FOR AUTOMATIC DAYLIGHTING OPERATION 7. GENERAL LIGHTING OVERRIDE SWITCH SHALL OPERATE FOR A MAXIMUM OF 2 HOURS 8. RESTROOM OCCUPANCY SENSOR SHALL BE SET TO 10 MINUTES OR LESS 9. ALL LIGHTING CONTROL EQUIPMENT SHALL BE APPROVED BY THE CALIFORNIA ENERGY COMMISSION AND BE LISTED IN THE LTG. CONTACTOR GE SERIES LOCATE IN LTG. CONTACTOR GE SERIES LOCATE IN APPLIANCE EFFICIENCY DATABASE TO INCLUDE TIMECLOCKS, PHOTOSENSORS ETC. SEPARATE ENCLOSURE ON TOP OF PANEL 10. PHOTO SENSOR SHALL BE GE AWARE MODEL #PCD-IN-SA INDOOR SEPARATE ENCLOSURE ON TOP OF j 11. ILLUMINATED STORE FRONT SIGNAGE SHALL BE `CONTROLLED BY AN INDEPENDENT PHOTO SENSOR LIGHTS PANEL NORTHINDOWOUTLET GENERAL LIGHTING TIMECLOCK SHOW WINDOW OUTLET TIMECLOCKI LIGH TING PLAN SCALE: , 4 ,, 1 0 t/) w Joc o N C O Z CQ z V Z N Q -^ O W O - Z W M M W J op 'T G C? a-10 Wzvco Z_ NZ z W co a W r w Z 0 Z W U F- W Z o N N Z Q 0 S' W 0) Q N O O.. w U co 0 i- LL a v- V I- z F-' O U) Q N n' m CD 0 cy) N V Q z O U 2 U U 2 V W cr- c w Q C a- Q a- as 1<<<] Z CW F- NU) QQ Z of 0 U Q p 0 z I— Z W w z0gw Z 0 CO J Wcor Z Q z J W Z 0 Q, pEESS/o 1 01 rn m qTF OF C SCALE NOTED PROJECT N0, 1 795 DESIGNED BY K M F DRAWN BY RT CHECKED BY K M F DATE 06/25/2018 E-4 OF 6 PANEL "A" VOLTAGE/PHASE: 240/120, 10, 3W FEED FROM: "MSA" LOCATION: ELECTRICAL ROOM BUS AMPS: 400A 22 KAIC MOUNTING: FLUSH MLO LOADS SEE NOTE OUTLETS VOLT AMPS CKT 8KR/ POLE ABC BKR/ POLE CKT VOLT AMPS OUTLETS SEE NOTE LOADSMISCRECLTGA8CABCMISCRECLTG T-950 WASHER 1248 1 15 15 2 645 T-350 WASHER 1248 3 2 2 4 645 T-950 WASHER 1248 5 15 15 6 645 T-350 WASHER 1248 7 2 2 8 645 T-350 WASHER LM 645 9 15 15 10 645 T-350 WASHER 645 11 2 2 12 645 T-350 WASHER 1645 13 15 15 14 915 EC-1 645 15 2 2 16 915 T-350 WASHER 645 17 15 15 18 915 EC-2 645 19 2 2 20 915 T-350 WASHER 645 21 15 15 22 915 EC-3 645 23 2 2 24 915 T-350 WASHER 645 25 15 20/1 26A 180 ROOF RECPT 645 27 2 20/1 268 581 LAUNDRY LIGHTS T-350 WASHER 645 29 15 20/1 128A 170 PERIMETER LIGHTS 645 31 2 20/1 28B 690 WH-1 33 20/1 30 100 LIGHTING T/C PANEL "C" 9621 35 100 15 32 960 EF-2 8876 37 2 2 34 960 PANEL "D" 11328 39 125 15 36 960 EF-3 10368 41 2 2 38 1 960 70 40 1 1 7546 PANEL "B" 42 7366 25610 27315 SUB -TOTAL 114416 15417 PANEL TOTAL: LCL LM VA 0240V 10 AMPS 82758 624 83382 347.4 PANEL "B" VOLTAGE/PHASE: 240/120, 10, 3W FEED FROM: "MSA" LOCATION: ELECTRICAL ROOM BUS AMPS: 200A 22 KAIC MOUNTING: FLUSH MLO LOADS SEE NOTE OUTLETS VOLT AMPS CKT BKR/ POLE ABC BKR/ POLE CKT VOLT AMPS OUTLETS SEE NOTE LOADSMISCRECLTGABCABCMISCRECLTG T-950 WASHER 1248 1 20 15 2 645 T-450 WASHER 1248 3 2 2 4 645 T-950 WASHER 1248 5 20 15 6 645 T-450 WASHER 1248 7 2 2 8 1 645 T-450 WASHER LM 645 9 15 15 10 645 1 T-450 WASHER 645 11 2 2 12 645 T-450 WASHER 645 13 15 20/1 14 180 REST RM GFI PLUG 645 15 2 20/1 1 16 1000 CHANGERS T-450 WASHER 645 17 15 20/1 18 1000 SOAP DISPRS. 645 19 2 20 4431 4431 SUB -TOTAL 3115 2935 PANEL TOTAL: LCL LM VA 240V 10 = AMPS 14912 624 15536 64.7 PANEL "C" VOLTAGE/PHASE: 240/120, 10, 3W FEED FROM:"MSA" LOCATION: ELECTRICAL ROOM BUS AMPS: 200A 10 KAIC MOUNTING: FLUSH MLO LOADS SEE NOTE OUTLETS VOLT AMPS CKT 8KR/ POLE ABC 8KR/ POLE CKT VOLT AMPS OUTLETS SEE NOTE LOADSMISCRECLTGABCABCMISCRECLTG T-1450 WASHER 1560 1 30 15 2 645 T-650 WASHER 1560 3 2 2 4 645 T-1450 WASHER 1560 5 30 15 6 645 T-650 WASHER 1560 7 2 2 8 645 T-650 WASHER LM 645 9 15 20/1 10 1100 SHOW WINDOW PLUG 645 11 2 20/1 12 1100 SHOW WINDOW PLUG T-650 WASHER 645 13 15 20/1 14A 1116 SHOW WINDOW PLUG 645 15 2 20/1 148 1116 SHOW WINDOW PLUG T-650 WASHER 645 17 75 20/1 16 100 SHOW WINDOW T/C 19 2 15 18 960 EF-4 2 20 960 5055 1 4410 SUB -TOTAL 4566 4466 PANEL TOTAL: LCL LM VA 240V 10 AMPS 18497 780 19277 80.3 PANEL " D" VOLTAGE/PHASE: 240/120, 10, 3W FEED FROM: "MSA" LOCATION: ELECTRICAL ROOM BUS AMPS: 200A 10 KAIC MOUNTING: FLUSH MLO LOADS SEE NOTE OUTLETS VOLT AMPS CKT BKR/ POLE ABC BKR/ POLE CKT VOLT AMPS OUTLETS SEE NOTE LOADS MISCRECLTGABCABCMISCRECLTGT- 80 DRYER 1248 1 15/1 20/1 2 960 T-30x2 STACK DRYER T- 80 DRYER 1248 3 15/1 4 1248 T-50x2 STACK DRYER T- 80 DRYER 1248 5 15/1 6 1248 T- 80 DRYER 1248 7 15/1 8 1248 T-504 STACK DRYER T- 30x2 STACK DRYER LM 960 9 20/1 10 1248 T- 30x2 STACK DRYER 960 11 20/1 12 1248 T-50x2 STACK DRYER T- 304 STACK DRYER 960 13 20/1 14 1248 T- 30x2 STACK DRYER 960 15 20/1 16 1248 T-504 STACK DRYER T- 30x2 STACK DRYER 960 17 20/1 18 1248 T- 30x2 STACK DRYER 960 19 1 20/1 20 5376 5376 SUB -TOTAL 5952 4992 PANEL TOTAL LCL LM VA 240V 10 = AMPS 21696 624 22320 93.0 I I 1"C - 3#10 1"C - 3#10 I + 1 #12 GND 1 #12 GND I iI 30AS iI 30AS PANELS " All)nB". CONTRACTOR SHALL 2PNEMA 3R A 5AF2P NEMA3R II Id PROVIDE NCIRCUIT BREAKERS FOR 22 KAIC RATINGS, SIZING). 2 F-3 PANELS vvBvv, C - CONTRACTOR MAY RE -USE CIRCUIT BREAKERS AS IS APPLICABLE (FOR 10 KAIC RATINGS, SIZING) NORTH PAWEL SCHEDULES 010 F POWER. PLAN SCALE." 1 /4 -1 -0 0 W . Q a.o No 0 Z UJ N 0 ZWMW Vi ui co) >°pLu 0 cm oc>c 17o Z_ z z W W o c w Z, V Z W V J W ui z F- U o N N zp3 w N co U c 0 U 4 Z U Q Z z Q o to a co Cfl M N J I¢- f- J 1¢" Zi mcn Lu z z O v_ Y U Z Y U 2 N W U CL cl- Q_ LLI F- 0o 0 O ao0 h rn 0 LLJ Y aa<< 11 f z W H o LoW ry W rn Q z o U OC L Q W O Q Z Z Y U) li W O z ti W C r 1 z nn t i.. ly- W 0mL 0 0 r Of Z 0 ESS/ p 0. 7 z m u. l .09 30- M X ti OF SCALE NOTED PROJECT NO. 1795 DESIGNED BY K M F DRAWN BY R T CHECKED BY K M F DATE 06/ 25/2018 E- 5 OF 6 i F I m STATE OF CAUFORNIA - INDOOR LIGHTING CEGNACGi.Ttik.-E.{A-crag Sol CA€EFORNIAonsitay corral tal CERTIFICATE Of COMPLIANCE NROC-LTI-01-E Indoor Lighting Page 1 of G) P"Ject Na-TENANT MROVEIr N - CON LAUNDRY IData P ePa €d. 6 g CA BuildingEnergy Eftill2016 Nonresidential Compliance .. PApril 2016 A. General nClimate Zone: Conditioned floor Area; 0 SF Ltncandlt§ aned FJaorArea: 1.E120 SF Building Type: Nantes dential I High -Rise Residential LI Hatai(Motel scndol: . , Qs ] R4locasahle Puhtrt Schools I Conditioned speeds [ unconditioned aces sPPhase of Construction. Nip w Construction _ . Addition ( Alteration Makhoda# Compliance: ` Complete Building. Are a Category } Tadorad Pfaje Y Address: momunnor W B. Ughtiltg Sorstpllaince Documents (select yes for each document Included) B. Ughtiltg Sorstpllaince Documents (select yes for each document Included) For dFtWPedxrstructioau an €AF+ueo this and all Fro i 1cri- SMndprdst` PrwsLedozum@rrCs rill :'a err , t.... - , frYarnp_ f t the Ao esadenao Mdrfudf pubPasdted by the ihldlovnln Energy Cprrtmt€stssrt.:. 9YYES P¢ta coMP.f.. TITLE -- RCGLTt• Qa.. CertiG te. f It n.:.. P ` - woCameaca, All ogres required on Plans far all submittals. O NRCC•LTI.62-E n - Contrafs Certificate of Com iiaiu and PAF Calculation. All Pam rE uGedara nsfCtalisubmi - Is. gPgrstieaPIQ NRCC•t_TI.03-E Iktdooriightdagrd'awerAlldvtance - - t3 r NRCC-LT9.64 E rariar@dMr#had Warks3m@ts HRCC• L'Fk•45:E t.ln@VpFGage7raLtc Lightingwoekxlaeets -.- NR LTT•O E -...indoar ... Existing i .. CClighting .Cond ConditionsSTATE OF CALWORMA INDOOR LIGHTING CF. C•NRCC-LTFkt-EiRavheal_Wl69 _.. QeV,E€C1idNlA FJd if - -. : _- ERyOOMAtIfSKNiCitEITIFICATE OF COMPLIANCE _ NRCC LTda31 E Indoor Lighting (Page 6 of Sl fr" arttName:TENANT WPROVElill CON LAUI RY tetaPc acd= 6 8 DOCUMENTATIONAMOR' S - - _ AltTtfOSDECLARATION STATfMEN'r i, Icertifythat this caailidateofCompliancedocumemadonisaccu atrandcompieta - e.. L- 010. 00n AWAm Name, JIM FRIEDMAN 6xu ntitronAuuwr sdg."afwe - - t°""'" ' DESIGN ANALYSIS N ORPORATED 6 g - 10213 SUTER AVENUE iTaeKsere,adxne :. tarylSsato+z+ p: - FOUNTAN V CA 9 ALLEY. 2708YPrt. - RESPONSIBLE P€ RSDN'S DECLARATION s'TATEMENr carthafa. Jwuan urce3er..anaE of. - u under f " dl` BpenaltyP@rIrY: tile awsa the State of Califamia. i, The Information Provided on this Certificate of Campikanee is true and correct. - - 2. toeligible- nd r v:1 I - mu aPlvsart3oftheBusrnessandPtof+:sxian Gad c es t s - eWaccepttransibalfarN b ifdi:... design P Pty.. the a ngde gnvrsystem designIdentified onthis Certificate rlirompTiar f@designer).- spanslbly 3. The : features andPerformance Specifications, 'm rI ! ant+ m caale a sComponents, and nsartufact u devices f gY Perf.add@vcas artftebulldln designsystemPdasinio@nuteadan 4i%Certificate- g of g Compliance pErpta Conformto riserequirementsof Tldr 24, Part latraL Par[6af the California Cade cal RegulaHaits. Thetic3di design features f Compliance with $ y tea Ca f nGeareconsistentwithtlsInformationEflP1. e o onprovidedonKatheraapplicableC Lv ca compliancePPi Pdocuments, w oamEnksarkshEats, Calculations," ionsandspecifications :Psubrnittedtatfre@nforcementagenoyfarappravalwikhthishuridingparmikapp![aatlan. r n s. Iw9le suretlrataLamietadS signed f -. I - o thisCorti of Compliancefsavailablew P id C C. - shallbemadea.. H W¢ dIr building smit s issued r !ay P #tie Mtfo theaaa} rig Pe S I andmadeavailablebuilding, eta the arrfntcamerrt @nftpPaeapplicable Inspections, - agency PPI le spectra , Runderstandthetacompletedsigned copy at this Certificate of Compliance qutrrd to be included with the daClarkarntaeidn the builder Provides to The building owner at occupaneY,. m ,ra 1MLUAAI C. IStN enua. rN awry aaaPa stus+ aae amF+MDoa '. a s nt+o- 4%25/2019 da GN = GRAM AVE,E. 104 V E., 11 701 C:4y/Sta9PPRip CYPRESS C& 111 -... SAE Y1f9n / 14- 6 Aid CAu Enes Efiwe Standards» 201E Nonrssidantial Clam lianas rl 2016 April STATE OF CawFORNIA. INDOORLIGHTING POWER ALLOWANCE CEC- NRf,G•C,Y603•' c Wsri.ed 44t1# _ -CfiLPFORNIAER`ERGY r,OWMlSS7K}N CERTIFICATE OF COMPLIANCE - - NRC`C• LTT-03-E Corturtate of Compliance • End Lighting ! Tap apt L ghtl BPowerAllowance (Page 1 of 4) TENANT UVOVEM m CON LAUNDRY "° 6 g A r: se a ate a mustoffilledout or Conditioned n # s and Unconditioned Spaces. 'fleesfI fort P page e s onPPaygCONblafN€D spacesH O l3 C NafT1ONEi3s acE P5P SUMMARY TOTALSOf UGHTINGPOWER ALLOWANCES If i I using Complete Building ftRethnti fortompttaeeco, use only the total Intolumn (a) as total -allowed If usingArea Category Method, T ad _arlotEd Method, or cobinatfnnf Area g tY , tit o eaCateandTailoredMethodfor compliance, use only the total an I g P y e column {bj as the tdatal allowed building watts I+I Ibl 1 Complete - Building Method Allowed watts 7 . PsatuariantEd n seat§afl Bof NRCC LrI>I3 E (Ww g be o on thispage) Ia02AreaCategory Method Al _ et lowed Watts. t?acurnEnteES Insection 1 g rY n C o NRCCLTT03E { below an this page! t Tailored a Allowed ii3 i fed Method A axedWat4S; E7oturnented In seK;tlan A vF NRCC LTf-04 E TOTAL ALL WED BUILDiNG WATTS. Enter number in r _ to correct toll on NBCC LTI-01 Pogo Z Row i ag o t Check here ifbuildingcontains both Conditioned and unconditioned ar s, ea B. COMPLETE BUILDING METHOD UGHTtNGPOWER CIWE- ALLOWANCE 01 02 03 04T`fPEOFBUILDING ( from §140.6Table laa? . 81) WATTS A X PERfta COMPLETE BLDG.AREA ALLtsNlEi3 WATTSTotal Area: Total Watts. Enter Total Watts into section A, row I (Above on this page) 0 CATEGORY nx C-J AREA NIEtHt2LT TOTAL LIGHTING POWER ALLOWANCE Watts Total from section C-2, Total from section C3, 0 Total Watts. Enter Total Watts into sectlan A, row 2 (Above on this page), For Alt#sratlKalts Only ®Reduced lighting power option ( Total Allowed Watts x0:85), Enter this vaiue into Section A, row 2If using this opal CA Building Energy nd s,.-_ _ia - Standards 2416Nonr@sedanelalCom Compliance 8Y P nl 2 1AP06STATEOFC;AUFORNCA INDOOR LIGHTINGCEC-NR - L CG i#da3- E dR9AseR aW19I CALIFO&NCA NERoy C4MA1tSS CERTIFICATE F M C- O GONIPI0.ANCE NRCC- LT1.41 EIndoorLtin8 ;Pogo 2 oF4} Pray "1111 r° TENANT ROVEMENT•. COIN LAUIIDRY Tate Pry a Via: t3 8 ud . 1 - --_... _ . CAB. Building EraE £ St andards tandards 2t116NonresidentialCompliancea e gEnergy trey d mpt m. APrrf.3ti15 Igniting C. Sutnma a Allowed Lighting Power Summary Conditlo@edan U d Unconditioned Ll imustn space rtKofbe tomtaPned far compliance9, i Power for $ n6 Conditioned Sgt e: r And LightingghtingPowarforUneondltianedSPatez indoorti ht04 Watt Watts Installed LightinginstalledL 11 05 D. Iieclaration of R red i et1ul Cart flzattes:>I Insiailatlnn Declare brselectingyes for all of the Certificates that will be submitted. (Retain copies and verify Forms are completed end signet!.} YES. NO farm de- NRCf-LTf-OI- E-Must besubmrttadfaralSbuifdings FW: IdInspEetar NRCf°LTi•lit.E-Fllustbesubrrrittec# cialighiincantrolspstemrar#granEnergyMaraagementConirolSYstesr«{ EMCSj, to be recognized for compliance. Field insdeetrar NRCf-L`i1-43-E - Must be submitted far a ilne»voftage creek lighting integral current limiter, or fora supplementary ovErctltrEnt protection panel used to energize only dine -voltage track lighting, to be recognized for compliance. F IW7 Field Inspector NRCI-LTi•ibFt•E - Must be submitted for Lyra Interlocked systems serving an auddforlu#rn, a convention center, a conference ream, a multipurpose roam, or a theater to be recognized for compliance. Field inspector y NRCI-LTf-05-E -Must qo submitted for a Power Adjustment Fatter (PAP) to Ice recognized for ramPidantE: Field Inspector NRCd-t.Td-06-6 -Must be submitted for for additional wattage Installed In a aloesaonf@rertring studio to be recognized far rnmpiiance. j Field Inspector S'rAT'EOFGNJ' QRr A INDOOR LIGHTING - LIGHTING CONTROLS AOL CEG-NRCC- LTe62,EOwwa #&trio CAUFORNkA NERGYCOAIAtISSlON CERTIFICATE OFCOMPLIANCE NRCC LTi-02- E In Li n door itti LI tan Controls g ggpage 1 of 3} TENANT ROVEIA m CON LAUNDRY • g g CA Sul€din EnStandards. d rr Etc . g. gy,., i¢acy 2O16 NPrtras,deriLalComl'anance January nary 203E manufacturer's InstructionsA. mandateLighting . Control Declaration sta n # @rFt2 +w.s* IC9S11C T2 I$ thet°Y measure applies { es b cheeltlnsor n pf+ Y R Ye C1 below.) YESNOntotrclt u eq Irements Lighting shallbe controlled 5lfeantaan1 bye ed lighting control devices which arecertifiedtothe Energy faeYrnae35aan according to the Title 20 APAIIaneE Efficiency Regulations in accordance wltta rreeNan i10. 9: 0 Ligdting steal l be controlled by a lighting contra! systettii or energy management aantrol s tern in accordance with Ill An Ys §$ Insulation CErttficatE shall he submitted Inaccordance with Section 13u;albl, One armore Track Integral - -. . .' Current Lighting Cu t Limiters shall fxE Installedwhichhavebeen certafied to tlaE En Commission In accordance Energy with §11b,3 and 134.O.Rdd#tlonail an dnstalla ton a fie t C ateShalP6Esubrnt Y, rti fled inaccordancewith SEcslan13Ls.4 b tI t V r- a Cemen: LightingSupplementary tartOyefeufrentPratectton Panel shall beinstalledinaccordance with section 110.9 a sera and Section 130.0= Additionally, an YnstallationCErlificat #tail installed e s -. beIn accordance va tiIEiasection13O,aIbI, Al lighting centralsana ui etaent hall d s sal the Comply With applicablerequirementsR P an110.9 and shallheinstalled § in accordance with the STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEGNRCC•L'ri= @3-E dRKrna®d aktt$y _... QALiFORNdk ENERGY Cr?IaANSSCON CERTIFICATE OF COMPLIANCE _ NRCC-LTI-03-E IGate a- Cam I ante Indoor Lighting . Power Al swan A Allowance Page 2 of 4) FAYTENANTMNPROVEMENT CON LAUNDRY as se lw.ae: 6 8 Asa agate a Emisstb filled out i . e rile a orCondlton d d P9gean Unconditioned Spates. This page is only far. CONCffIONEDspates UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE Do o Include portable l h , not EP atatdelg kxrgforoffiices, Portable fig#sttngforofficess{tallbedocumented only in5ecYior{GatNRGtF•i,Ti-R1:•E, Separately list lighting for each primary function area as defined in §lbli 1 of the Standards. 01 02 03 04 ALLOWED Ca A WATTS 905 2%S 41 AREACATEGORY CE tDRY From 4 140. xTa 114 . be 0r-C WATTSPER It,K AREA (it) I I Location In Budding Primary Function Areaper Table140Z-C WIN FLOOR LAUNDRY oa_ I 129a PERNEIERSUPPORT SPICE as 468 PEiN9E1ER RESTROOIN 0.6 89 TOTALS 1820 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTl>03-E (this Compliance document) 1 WATTS CABuildPtt Eire Efic3-. Standards-2a16N residentdalCm ta.. ray : an a Pi .nee - April 2616 STATEOFCALIFORNIA _ . INDOOR LIGHTING CEC•NRCGL7i-t51- E 6risedMe r d.IFORNiAaNERGycoaeraissaoN , CERTIFICATECaFCOMPLIANCE N C1T1-01-E indoarLighting Wage 5 g D Pnirm "aria: TENANT iit PROVEMM CMLAUNDRYr i PrQPan d; g g A COND= MitattedLrghttngPowerlistedonthistaghtingSchedulersonly farSPACE [ UNCONDITIONED SPACE F.IndoorLighting - Schedule and - Field Ins sell nn Energy Checklist P it The actualIndoorfi in power i fightingpawsfated on the next Z pagesIncludesallinstalledpermanentandpunnedportablelightingsystems. When Complete Building e d Method Is used for compliance, list 'ft C3 p ed s a dr € t eacherEnttofiomEfPnareon separate linos, Ype Whenise . , e Area Cake MethodTailored o ME odorTarDiedeLlart , Category Method s used far compliance, lift eachsgdifferentisf P en typelumanarrebeachdifferent n Pchde e. i fdttetaanareaoYanseparatelanes y Pa includeAlsoa. Liu a croak !' htin in hseaduleandsubm€l the track J§ hsiC g n cam lie c n edacumEntNRCGLTi-45-E i ` . R gPwhen l nE Yalta tra ! I P ge tk-rghNng rS IrrstallEd. CASuetdiEnsERtil@n *standards- 16 N r-„ - -_ . rig rgy ay - 20 _ on estdental cans Erans@P _ Agn! i426 _ Inspector tt E. Declaration ofRequired Certificates of Acceptance Deefare b e€ tt . Ys Ec n s for all Of theCertifsCatestsfAueptancethat will be submitted. (Retain copies and verify forms are completed and s' net. I$ YES NO FORM/TITLE NRCA-d.Tl- »A_ M . 2 Must be subfnitted' of occupancy f -Sensorsandd automatic time switch a ! . - t ntro s. Field STATE OF CAUFORNlA - INDOORLIGHTING - LIGHTING CONTROLS AOL GEC•riRCC•L. Tba&E Rinva atala -. CA# AfORN#A@N QY!CO4WdkSS10N ,... CERTIFICATE OF COMPLIANCE N CC-L Indoor LgMng- UghtingCannais P f page 3i F TENANT N ROVEMENT. CON LAUNDRY ".xi g A separate document • • T must a filled o q 4 fledout for Conditioned and UnconditionedSpaces. This page Is Used only for the follotnring. CONDITIONED SPACES 0 UNCONDITIONED SPACES CA Buiidin Energy E ...:., fi#3En4 Standards 201E Nonresidential Compliance g &yY T+I lanuary2915 B. MandatoryandPrescriptive ' Indoor Lighting Control Schedule PAF Calculation, and Reid Inspection Checklist PAF Credit CaPculation StandardsCamplydrgW{tfi t ` aIIIIIaLappiy;atleaveempty , r a a a w ra f ra Lighting l Exempted) ControtStnEdu o STATEOFCALNEORNIAINDOORLIGHTINGPOWERALLOWANCE CEC• NRCGiT4•o3.2 dRaurcad a8aea$ CA§1C r• . ORNVK€#FRGy CaOA4i5.arOP! .... CERTIFICATE OF COMPLIANCES NRCC-LT§-f33-E Certificatef Compliance . n ' o C piantE 0_doorLaght§ ngPowgrAltawanLe [page3oF.lTENANTNiPROVEtr1ENT: CON LAUNDRY A separate page must be filled out fartonditloned and dlncomdltloned Spaces. This page is only for. C3 CONOIT€ONEDspaces L1NCYiNfaiTIONEOspaces CA Building Energy Efficiency Standards 2016 Nonresidential CaraPtiante April 2016 ALLOWED Function t*9 AREA TE Y to GOR IytE' ifFIOU ADDITIONAL LIGHTING WATTAGE AI;LfJiAIA IG'E (from'CaiLle 144.5-C EaacrEnates 42 fa3 Qd a S 65 47 Primary Sq FL or Linearit' Una Additional Wails locoed Wattage AttaulaeSCe tit x ®3 I. ErrsCriptianls; and Quantity of Sgetial tumSnalreTypesineaehPtlmaayWncioaiArea- TotalPJasign watts y WATTS Smaller of r44or06 O R a O 4 4 a g a O TOTALS- Eater into TOTAL AREA E ., EA CAT rQRY tvIElHOO ADOIT3ONAL ALL ANC OwFSSrcYeott 1 , G 1. Use linearFeet only far additionalallowance for white board or chalkboard. All outer additional Area Category allowances shall use watts per square Font..... 2, Add§atonal waits are available only when allowed attatd'ang la the footnotes on bottom of TakafE 1af),6 C, vthrLh include; Specialized cask work: Ornamental fighting; Precision commErefal and Industrial worn; Per linear fit Of white hoard or chalk board; Accent display and feature lighting; a r ' and V'd sic of c e aeYenm studfolighting.. S. LuminairE olasslfitatiorlondwattageshallhedetermined in accordance wftl; §13o,tslc} of cite Standards. STATE OF CAe,IfORNIA INDOOR LIGHTING Qec-NRehara» nt-atRor ea oaaiss CALIFORNKA ENERGY COAIAtdSSaON ':... ..,' CEi TIFICATE OF COMPLIANCE NRCC Indoor fighting e 5 of 6E Page s of 6) Ftol@CI Name; ' TENANT TCOINtaaC06'rePae2d:. - ASep Separate Lighting .. this ,. t edKRdE u. Be8@.. tSchedule Must fItaOartrConditionedQdiA. lice $[f and Unconditioned FS.. fa c Installed Lighting &abler Prated on thisLightingSchedule as Prkty for. CONDITIONED SP ACE UNCONDITIONED IWkSPACE CA Bulki Energy Efficiency Standards-2016.Nonressdentta3ComPldanteIApril 2016 _.. H. Indoor Lighting Schedule and Field Inspection Energy Checklist lumtnairrt IesswilEd Watts Lusatian t7eld(+as. or' fJT Frz fad or ti Complete, W r@ Description Knlnal Il.@. # lamp iuorasLrnt#roffar, B,6irntaabteeEestzssnlcballast) 3 a a NKawwattag@was determined Ea a m at Primary Function area in w€aldr thesEiuntlnairesarelnstalled Ross Failw 1 4 RECEM 2>< LED 48 12 S78 LAUNDRY I { 2 A-3 LED SURF MOUNT STR ACE 32 C] 5 180 UTdJTY SUPPORT tj RECESSEDLED 1 S OTi'IER- t C3 O L t? CJ 2- 4 O c7 C3 INSTALLED WATTS WATTS PAGE T07Att 741 Enter sum total * fail pagesinto NRCC• LTl- 01-E; Page k STATE OF CALIFORMA INDOOR LIGHTING - LIGHTING CONTROLS CE4NRL`C- LTI•e2•E c ptt56} 4"AE, IFORHA'}z6ROY OMMPSSI i.::. CERTIFICATE OF COMPLIANCE NRCCt:TI.OZ E Indoor Lighting - Lighting Controls Page 3 of 3) A"" "' " TENANT NPROVEMENT: CON LAUNDRY a • • 6 8 CA Building Energy Eff cency Standards- 2026 Nonresidential Compliance January 2016 CerYW OW 2- 111111, tificate Compliance tivcllMfmnrmN AtrrHnR's OEGtARATION STATEMENT 1. Iteriify that this STATE OF MIFK,ktNY, INDOOR LIGHTING POWER ALLOWANCE OEC-NROGLTll drivised aattaa CALIFORNrA aNE Gy GO R MAeIS5x1N CERTIFICATE OF COMPLIANCE NRCC-'L -03•E CErt§fleece of Coma li@Le • {ndoor L htin PowerARawa tE P 8 B n (Pogo 4 of d) A"" TENANTWROVEMEITCONLAUNDRYImr" DOCUMMTATIONAUTT GI DEa ARATMN STATEMENT 1. Icerotydatihis certricateafComPllarceddcsm@ tationisaccurate and complete. Om ni,mw1*"AtO. Inv`1 ; KM FRIEDIIIAN aac3m,raKla"A wrsiswtwa: Ca. P+y ENGINEERNNG DESIGN ANALYSIS NCORPORAIED n' . w-ePat 6 8 / 2S/201 10213 SLATER AVENUE %203 ttA ruflia@Un arrendncaL+dn G "aCAYNat<atarrFOUNTAN VALLEY CA 92700 714-913-8393 RESPONSIBLE PEFI5ON S DEGIARATfON STATEMENT , lcertifyihefoliow ingunder penal tyofPeriltry,under the laws Clime, State afCal6fsimla: R I. The informationprovided ortillsCertlitateafGamgitanceisaru@androrreCt. . 2. I am ahg§ble under Division 3 of the Business. and Professions Code to accept responsibility foe the budding desigq or system design identified on this certificate of compliance to g:.... Irespanslbf@ designer), - ... 3, The ane atu s an Performance ane materials, red P@rf rnt e specification matetpals.. components, S andManufactured • t , dEviLes rt. building P®for the tau angdasign orSystem designidentified on this Certificate ofComplianceconformtotherequirements of thin 24, Part i and Part 6of the Californi Cede of Regulations: - 4.. The building design features or system design feature£ identified on this Geniffca of Compliance g 8earecons,stentw@hthotnforaaat]onpravfdedanatherappl7cah3ecomPfianee documents,workshEets,Calculations lansands specifications the m - .. .. iC submittedaenforcement en r . P agency for approval with this buddingparmi8appltaaoan. 5. 1willensure thataeer eted i - rtpP s[gnedcoPyaf4trlsCeeflnsateafComplianceshailfsemadeavx€Iabtewi4irthebuifdiaagpermitls},lssuedForthetrw3fd;ng,atadmadeavatlabl@tothe f' @ for 1 b!E grY PPI a actions, 9 understand that acompleteds d fttsP #e Loofthis. f i ,. rn arc@vnanta al applicable . GdrtriLatr p Camlarr4@:s r Pired 4gat P. I to Included - y ed be ncudadvndtth@da4 documentation n n u cation tabuilderprovides I- Pbuild. awrtaratdzeu _ _ tag occupancy. Na. WMMI.IAM G ISI' lll «$ arpaaKws": , 5MORANGEAll STE, 104 E- 11701 I Coy s#arefilpc CYPRESS CA, 9= R ; 714-238-G492 CA Building Energy Efficiency Standards - 2016 Nonresidential Conlip iance - April 2016 to w° Q Z a No HN Z Z wv~V6 yn MrO Z WM M V= C7 wzlit coa ati o gZ Z fill Z W f V W Q NW/ Ll L r I- N ZQ/ O LLI N/ VJ. Q U N 1 A N Q rM- U Z Za. Q M W to O M N J Q J m N z O z O s U UU Y U Cn Lii w O Q Q Q 1 WM L() WNN LL N 0)W Q U I. L W W Q J o z J vW! Y I Wzo F SS E f 0 N p C lYI u. J EXP. 09- 30 A d T Q SCALE NOTED PROJECTNO. 1795 DESIGNEDBY KMF DRAWN BY RT CHECKEDBYKMF DATE 06/ 25/ 2018 OF 6 r 6 EVAPORATIVE COOLERS MFGR AIRFLOW TSP MOTOR... OWTR MARK AND LOCATION SERVICE CFM WC HP V/PH REMARKS MODEL LBS FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS, EC-1 PREMIER ROOF LAUNDRY 4,350 0.75 1 208/10 520 INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO PCEC-40 FILL MECHANISM (TO PRECLUDE REQUIREMENT FOR BACKFLOW PREVENTOR) FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS, G C EC-2 PREMIER ROOF LAUNDRY 4,350 0.75 1 208/1 520 INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO PCEC-40 FILL MECHANISM (TO PRECLUDE REQUIREMENT FOR BACKFLOW PREVENTOR) FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS, EC-3 PREMIER ROOF LAUNDRY 4,350 0.75 1 208/10 520 INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO PCEC-40 FILL MECHANISM (TO PRECLUDE REQUIREMENT FOR BACKFLOW PREVENTOR) EXHAUST FAN FAN MOTOR MFGR OPER AIRFLOW ESP BHP RPM HP V/PH MARK AND LOCATION SERVICE SONES WT REMARKS MODEL CFM 1tWC WATTS LBS COOK CEILING FURNISH WITH BACK DRAFT EF-1 GC-320 TOILET ROOM RESTROOM 185 0.25 FRACT 1365 77 115/1 3.4 25 DAMPER; ANODIZED GRILLE, DISCONNECT VENTILATION FURNISH WITH ROOF CURB, EF-2 DIRECT ROOF RELIEF 3,700 0.25 0.8 1,120 1 240/1 250 BACK DRAFT DAMPER, ECM; 180 INTERLOCK WITH ASSOCIATED EC'S VENTILATION FURNISH WITH ROOF CURB, EF-3 DIRECT ROOF RELIEF 3,700 0.25 0.8 1,120 1 240/1 250 BACK DRAFT DAMPER, ECM; 180 INTERLOCK WITH ASSOCIATED EC'S VENTILATION FURNISH WITH ROOF CURB, EF-4 DIRECT ROOF RELIEF 3,700 0.25 0.8 1,120 1 240/1 250 BACK DRAFT DAMPER, ECM; 180 INTERLOCK WITH ASSOCIATED EC'S DIFFUSERS,REGISTERSGRILLES MOUNTING FRONT OPPSED MARK LOCATION SERVICE TYPE MATERIAL BLADES BLADE REMARKS DAMPER SR-1 SELF-SERVICE SUPPLY AIR LAY -IN TEE -BAR; STEEL VERTICAL NO SHOP FABRICATED, WITH WHITE EPDXY PAINT FINISHLAUNDRY LOWERED TG-1 SELF-SERVICE TRANSFER LAY -IN ALUMINUM EGGCRATE NO FURNISH IN WHITE LAUNDRY AIR TEE -BAR LEGEND SYMB L DESCRIPTION DRYER MOISTURE EXHAUST DUCT RISER UP SUPPLY AIR/MAKE-UP AIR DUCT RISER UP SUPPLY AIR/MAKE-UP AIR 1 1 1 1 DUCT RISER DOWNli 1 i,• 1 fi? l TRANSFER GRILLE Q NOTE CALLOUT EC 1 EQUIPMENT CALLOUT CFM CUBIC FEET PER MINUTE CD CEILING DIFFUSER CW DOMESTIC WATER D DRAIN E) EXISTING E ELECTRICAL EC EVAPORATIVE COOLER RA RETURN AIR RG RELIEF AIR GRILLE SA SUPPLY AIR SR SUPPLY REGISTER TG TRANSFER GRILLE UTR UP THRU ROOF PROPEF L I i I 3 PROJECT LOCATION: 1 SELF-SERVICE ( { 1 LAUNDRY III j 1,795 SF I j€ I iE 7 Pf / i;----s•-r 3'- € : t € i 4 1 ! k i 1 I /.'' 1._.,,..G_,..,/_.t,...._..,,e...i...._l_J..._.._.L...__..._,.-:_....i._f..._:....:.:,i............. ...__..__. t....?...._ f..,. __.. 1...SS___, _.i._wf ...,_ // I I l 16746 k f I I A B I C D, E, F G H, I J K Ej [ I AREA AFFECTED , _ .10 i BY THE PROJECT `{` H. {'" I` , f k IE 3 IA i i S: 13 1 s !!! € I (! .:3 { 'i` k: li ' iiik i 1 it :.•: 3 I s f k: ii 1 E) ROOF ACCESS, Ek TO INCLUDE ADJJACENT--6U'ILOdI G._.- I Lw 3 t 211 W ; D s I{ f 16738 G h I H i 1 li t F 3 IE K i k I I { m I L 13I l I rf ... ..... y t .e .. ,, Y„x, 1mw j1E t E DRIVEWAY -' _-.. _. W.._-..,.-._,._. - -VEWAY LAKESHORE DRIVE PARTIAL SITE PLAN SCALE: 1 /32"=1'-0" GENERAL NOTES 1. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY: A. CALIFORNIA BUILDING CODE (2016) B. CALIFORNIA MECHANICAL CODE (2016) C. CALIFORNIA PLUMBING CODE (2016) D. CALIFORNIA ELECTRICAL CODE (2016) E. CALIFORNIA ADMINISTRATIVE CODE TITLE 24 (2016) NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING WITH THESE CODES OR OTHER APPLICABLE CODES APPLICABLE TO THIS PROJECT. 2. SPECIFICATIONS AS PROVIDED FOR THE CONSTRUCTION OF THE SHELL BUILDING SHALL BE CONSIDERED AS PART OF THIS CONTRACT DOCUMENT. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. 3. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. 4. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION AS REQUIRED TO PROPERLY INSTALL NEW HVAC SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. REPRESENTATIVE OF THE OWNER INSPECTIONS TO BE MADE AND DUCTWORK APPROVED BEFORE COVERING WITH INSULATION. 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 7. THE CONTRACTOR A TSHALLNOTBORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. 8. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND MECHANICAL EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE, SMACNA STANDARDS, AND ALL LOCAL ORDINANCES. 9. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. FIELD VERIFY ALL MEASUREMENTS AND COORDINATE WORK WITH ALL TRADES. 10• REFER TO THE (E) REFLECTED CEILING PLAN AND THE (E) ARCHITECTURAL FLOOR PLANS FOR THE EXACT LOCATIONS OF ALL LIGHTING FIXTURES AND REGISTERS. 11. THE CONTRACTOR SHALL PROVIDE A SET OF - AS BUILT DRAWINGS INDICATING. ALL CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE MECHANICAL DRAWINGS. 12. SHEET METAL DUCTS FOR HVAC SYSTEMS SHALL BE GALVANIZED STEEL AND CONSTRUCTION, SUPPORT AND INSULATION SHALL COMPLY WITH 2O01 CALIFORNIA MECHANICAL CODE TABLES 6A, 6B, 6D AND 6E, UNLESS OTHERWISE INDICATED. ROUND DUCT SHALL BE OF SPIRAL SEAM CONSTRUCTION. GAGE THICKNESS SHALL BE AS FOLLOWS: RETANGULAR DUCT MAXIMUM GAGE DUCT DIAMETER WIDTH/LENGTH 12" 26 14„ 12" < D < 30" 24 23" 30" < D < 54" 22 - 54" < D < 60" 20 - ALL GIRTH JOINTS PERMISSIBLE PER THE UMC. 13. COMMERCIAL DRYER MOISTURE EXHAUST DUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS. 14. DUCT DIMENSIONS ARE NET INSIDE DIMENSIONS. LINED DUCTS SHALL BE INCREASED IN SIZE ACCORDINGLY. 15. PROVIDE STARTUP FOR HVAC EQUIPMENT PROVIDED UNDER THIS CONTRACT 16. THE CONTRACTOR SHALL GUARANTEE HIS WORK (MATERIALS AND EQUIPMENT INSTALLED UNDER THIS CONTRACT) FOR A PERIOD OF ONE YEAR AND SHALL CORRECT DEFECTS TO THE SATISFACTION OF THE ARCHITECT AND THE OWNER, WITHOUT ANY ADDITIONAL COST. 17. EQUIPMENT SCREEN AS REQUIRED SHALL BE PROVIDED BY OTHERS. 18. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT BASED ON FIELD CONDITIONS. 19. LANDLORD SHALL COORDINATE ANY ADDITIONAL WORK REQUIRED FOR OCCUPANCY SHEET INDEX SHEET SHEET TITLE M-1 GENERAL NOTES, LEGEND, SCHEDULES & SITE PLAN M-2 FLOOR PLAN M-3 ROOF PLAN M-4 DETAILS CONTRACTOR SHALL VERIFY AVAILABILITY OF ALL UTILITIES PRIOR TO INITIATION OF CONSTRUCTION c/i o W J aa. O N C6 Z w0 Z Z W w>cvg0 C9 a co00 ow zz z w W N o o w Z a W U j Z ui ti 0 3:Lo Q^ W U r L.L Q Q Z a) G a U LL F- Q 0 z cQ C) co M J Q t J Q m cn w m O U U U v w Z Q Q Z Q a- LLJ CJ 0 o 0 a aa aa<. z wIII 5 Lo W w rn O zoo Q 0 Q G 0 Z w W z O C) QC z Wto Z O Q L Lj LilJ Q W Q n W W I- 0 Z Z En W w 0 SCALE NOTED PROJECT NO, 1795 DESIGNED BY K M F DRAWN BY RT CHECKED BY KMF DATE 06/25/2018 m 1 OF 4 NIo y c 0 67 jam~v@ 3 %:MtOrl J co Q c(Q,N Jx. IT 0 IS wQi000F0 Z V Z N O a O (IJ LAJ W zJ O N Q OL W Q Z Q U C G oQ Q M. J ti 1- J Q m m Lli O U U U cnuj z c i z o Q Q 9 CG tom. N a<11< I <1<1<1< z W F- o cl) w0 Wm o 0z0 c) o%or)W WElf a Y W z 111 SCALE NOTED PROJECT NO. 1795 DESIGNED BY K M F DRAWN BY R T CHECKED BY K M F DATE 06/25/2018 M-2 OF 4 I 8"0 12 D V D t Q+-D G --D D G —D WH-1 ON ROOF) m 0 W 0N I m 61_eWmoMw v 22x26; TYP 8 10" o 5 12 R 0 0 F P L A N SCALE: 1 /4"=1'-0" NOTES PROVIDE ROOF -MOUNTED DOWN -DISCHARGE EC'S ELECTRICAL SERVICE BY ELECTRICAL CONTRACTOR PLATFORM, ROOF OPENINGS, REPAIR TO ROOFING BY GENERAL CONTRACTOR Q ROUTE DUCTWORK THRU ROOF WITH NO MODIFICATIONS TO (E) ROOF STRUCTURE O MAINTAIN / MODIFY / REPAIR DRYER MOISTURE EXHAUST DUCT UTR, 180° ELBOW WITH TERMINATION AND DISCHARGE ABOVE ROOF; MAINTAIN TERMINATION 3' MINIMUM FROM PROPERTY LINE, AND OPENINGS INTO BUILDING Q PROVIDE 26X22 OPENING UTR FOR DRYER STACK MAKE-UP AIR; TYP O PROVIDE INSECT SCREEN OVER MAKE --UP AIR OPENING 8 ROOF -MOUNTED WATER HEATER CONFIGURED FOR OUTDOOR INSTALLATION BY PLUMBING CONTRACTOR; PROVIDE MANUFACTURER'S FLUE VENT HARDWARE; MAINTAIN FLUE VENT TERMINATION 4' FROM PROPERTY LINE, 3' FROM OPENING INTO BUILDING, 3' ABOVE ANY OUTSIDE AIR INTAKE WITHIN 10' PROVIDE EA SERVICE FROM TOILET ROOM UTR TO ROOF JACK/TERMINATION 10 PROVIDE OVER -SIZED PLATFORM FOR EC'S; COORDINATE REQUIREMENTS WITH OWNER 11 PLATFORM SIMILAR TO EC PLATFORM FOR WH-1 12 ROOF REPAIR BY GENERAL CONTRACTOR 13 PROVIDE SWITCHING FOR EC'S 14 INTERLOCK EC'S (Ef-1, 2, 3), EF'S (EF-2, 3, 4) FOR POSITIVE PRESSURIZATION OF LAUNDRY SPACE, CEILING SPACE 15 UPTURNED OPENING IN CAP FOR DUCT UP THROUGH ROOF 1g SUPPLY AIR DUCT FROM SUPPLY AIR DIFFUSER PLATE IN CEILING BELOW UP THROUGH ROOF TO OVERTURNED TRIM TO PRECLUDE WATER INTRUSION; ALIGN PLATE BELOW WITH OPENING IN ROOF 11 LLI G J 0 N O 0 Z toO 11-_ N U a I - i Z WV~cttZ V Z W M M UJU5 W 1coq+- Q Q r N 0 a:>'T0 7 wz gtoo- QQ100D: Z 0 flC z 0 aW W oL w Z 0 W U J W W z Q Dr- N z o W N 0Lo Q cND U o 0 U- Q Q rn U Z 0 M N J Q m m V) w ct CD a- y U a: U UU 1 U U W acl-CL Q Q I o^ q aaaaaaa F_ z W 5 o co\ W U) 0) z 0 Q U CL JO z F_ z V w Q° Q z J W F z n I 0 11 SCALE NOTED PROJECT NO, 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY K M F DATE 06/25/2018 M-3 OF 4 V NOTES NOTES: NOTES: q PROVIDE 22"X26" MAKE-UP AIR EVAP COOLER; DOWN -DISCHARGE; PROVIDE MOISTURE EXHAUST HOOD; 24 SA GALVANIZED 297# DUCT-(0.0195 GALVANIZED STEEL; 4.0 SF FREE AREA THRU STEEL SHEET METAL) FROM AT OPENING; PROVIDE 1-1 /2'X4"Xi /8" ANGLE, (2) PER SIDE CLOTHES DRYER FROM BELOW FULL-SIZED OPENING IN ROOF UTR; PROVIDE 3" CLEARANCE C SECURE TO EC VIA (#10 SHEET METAL TO COMBUSTIBLES, WITH PROVIDE SELF -FLASHING SHEET O SCREW ABOVE WATER LINE TREATMENT METAL COLLAR Q PROVIDE STONEMAN - TYPE © SET LASHUP ING IN TASTIC ON / SECUREELAO SCREW PLATFORM ELEMENT VIA COLLAR/COUNTER FLASHING, BUIHOT MOP OVER TOP OFSECUREASSEMBLY; WEATHER FLASHING, ADJACENT ROOFING 22 GA GALVANIZED STEEL CAP PROOF VIA SEALANT AT MATED SURFACES EC O 20"x8" (x4); 1/4" SCREEN WITH O UPTURNED OPENING IN CAP FOR DUCT 1 A C PROVIDE FLASHING 20% FREE AREA YIELDS 3.5 SF UP THROUGH ROOF FREE AREA 3/4" PLYWOOD SHEATHING ROOF REPAIR / MODIFICATION E PROVIDE ADDITIONAL BLOCKING © BY WARRANTYING INSTALLER; ABOUT OPENINGS; SECURE VIA 2X6 WOOD NAILER, LEVELED; SELCURE CONTACT CHRIS EKKLEBOOM AT SIMPSON HARDWARE ``' 1 NATIONAL ROOF, 619-760-7663 TO ROOF FAMING VIA 10d NAILS AT E) ROOFING 6" ON CENTER O PROVIDE OPENING THRU (E) J 2X6 PLATFORM FRAMING ON ROOF DECK, ROOFING Q (E) ROOF DECK PERIMETER, INTERIM AT 16"ON CENTER O (E) ROOFING L K q 0 4X6 SLEEPER ELEMENTS ABOUT PROVIDE DIMENSIONS FOR FOOTPRINT OF EQUIPMENT G (E) WOOD ROOF DECK O COMMENSURATE AREAS TO FULL-SIZED BLOCKING AT ENDS OF B F O ACCOMMODATE FIELD E H CONDITIONS PLATFORM FRAMING AND SLEEPERS E) 2X4 / 4X12 j GLB ROOF FRAMING; NO MODIFICATIONS TO SECURE PLATFORM FRAMING VIA G E) ROOF FRAMING IN THIS - SIMPSON A-35 p SCOPE OF WORK2X4 J N (E) GLU LAM BEAM L------------ 3' MINIMUMO A (D (E) 4X12 SUB-PURLIN AT 8'-0" Q.C. V X Q SEE FLOOR PLAN, ROOF PLAN C B D Y FOR VENT SIZES F (E) 2X4 RAFTER; TYP AT 24" O.C. L BACK DRAFT DAMPERS PROVIDED; INTEGRAL TO F C B PRIMARSUB PURHEADER AN OF CLOTHES DRYERS — O BY SECONDARY 4X6 BLOCKING AND- HEAQ OF ROOF D E G ABODUTRPERIMETER OFEPLATFORM VIA K T H SIMPSON LUS HANGERS INTERIM 4X6 BLOCKING AND HEADER __ G AT UNDERSIDE OF ROOF DECK ABOUT S\\_(z6 PERIMETEROFPLATFORMVIASIMPSONLUS HANGERS Q SUPPLY AIR DUCT FROM SUPPLY AIR N E ` DIFFUSER PLATE IN CEILING BELOW UP THROUGH ROOF TO OVERTURNED TRIM TO PRECLUDE WATER INTRUSION; ALIGN PLATE BELOW WITH OPENING IN U ROOF O CANT STRIP Q RUN ROOFING FROM ACROSS (E) ROOFING UP TO AND WITHIN CAP Q ( E) ROOFING 0 ( E) ROOF DECK 1 MOISTUREEXHAUSTDUCTNoSCALE3 MAKE-UP AIR HOOD No SCALE 2 EQUIPMENT PLATFORM NOSCALE NOTES: EXHAUST FAN; SECURE EXHAUST FAN TO ROOF CURB; TYP EF- 4, 5, 6 ROOF CURB; PROVIDE LEVELING SHIMS; SECURE TO ROOF CURB TO ROOF STRUCTURE BACK DRAFT DAMPER O PROVIDE CANT STRIP RUN ROOFING FROM ACROSS (E) ROOFING UP TO AND WITHIN CAP O ROOF DECK O (E) GLU LAM BEAM EF A Q SECONDARY 4X6 BLOCKING AND HEADER AT UNDERSIDE OF ROOF DECK ABOUT PERIMETER OF PLATFORM VIA SIMPSON LUS HANGERS J OPENING IN ROOF DECK E 0 0 C D DIN a J H G EXHAUST FAN( EF-2,3 4 4I ' NOT USED > ) CALE T USEDNOSCALENOSCALENOSco0 co Q o 0 e 0Z W W FN Zz u,0E4 w r V Z> V M 13 us W J H W w> w-Tp uwztoa atop z 11 U M z W W cU. w r- C W J Z 1. 1,! ti z O> c~ n rn N WW Q c0 0 C G Q rn 0 I¢ Q Q ti p z c0 m LL o co N J q m co w O U T U U U w z c Q_ z Q W Q o O O LLJ aaaaaa z W cW I- o Ln W ry W W m Q 0zoU f..L W w j 0 Z Z Y w zO,, Q Y z J r J LLI co 1T i SCALE NOTED PROJECTNO. 1795 DESIGNED BY KMF DRAWN BY R T CHECKED BY K M F DATE 06/25/2018 M- 4 OF 4 m UTILITY SCHEDULE FIXTURE GPM FUTURE F.U. TOTAL F.U. TOTAL GPM METER SIZE STREET PRESSURE PRV SETTING WATER WATER SIZING UNITS PSI PSI HARDNESS PSI/100' WATER 106 45 106 45 2" 110 MIN % 120 MAX 80 25.0/16.0 FIXTURE UNITS BUILDING SEWER LATERAL OR WYE STREET SEWER DESIGN SLOPE SEWER/ STORM DRAIN 168 4" 6" 1/4"/FT SLOPE UNLESS OTHERWISE NOTED HOUSE PRESSURE MAX LENGTH OF RUN SPACE HEATING WATER HEATING DRYERS TOTAL CFH GAS CFH 8" WC 130' 750 2,984 3,734 HOT WATER SUPPLY WATER HEATER MFGR NATURAL GAS PRESSURE CONNECTIONS ELECTRICAL OPER MAX INPUT MAX OUTPUT GAS INLET EXHAUSTMARKANDLOCATIONSERVICEFLOW GPM DROP EWT F LWT 7 WT REMARKS MODEL MBH MBH FT IN IN AMPS V/PH LBS RAYPACK DOMESTIC FURNISH WITH LOW WATER CUTOUT, VENT WH-1 WH3-752C ROOF HOT WATER 750 630 72 7.0 140 155 1-1/4" 6 115/1 700 HOOD FOR OUTDOOR INSTALLATION, PUMP FOR HARD WATER CONDITIONS FIXTURE SCHEDULE WVMARKSERVICECWHWSD) REMARKS ET-1 EXPANSION 1/2" AMTROL ST-12 TANK FD-1 FLOOR DRAIN 3" 3" PROVIDE DOMED STRAINER COVER, HEEL -PROOF COVER, TRAP PRIMER CONNECTION FLOOR FS-1 SINK 3„ 2„ PROVIDE HEEL -PROOF GRATE, TRAP PRIMER CONNECTOR; PPP #2 PRESSURE TYPE TRAP PRIMERTRAP PRIMER HB-1 HOSE BIB 3/4" ACORN 8121/ INTEGRAL VACUUM BREAKER HANDICAP PROVIDE CEC LISTED TRIM, INSTALLATION; PROVIDE 0.2 GPM PER CYCLE; FAUCET SHALL BE L-1 LAV 1/2" 1/2" 2" 2" SELF-CLOSING/SELF-METERING FAUCETS; PROVIDE CONTROLS THAT LIMIT THE WATER TEMPERATURE TO 1107 MS-1 MOP 3/4" 3/4" 3 2 FLOOR -MOUNTED MOP SINK WITH INTEGRAL DRAIN AND HOSE ATTACHMENT; FURNISH WITH CEC LISTED SINK TRIM AND HARDWARE S-1 SINK 1/2" 1/2" 2" 2" PROVIDE CEC LISTED TRIM, INSTALLATION; PROVIDE FLOW RESTRICTOR FOR 1.8 GPM MAX FLOW TP-1 TRAP 1/2„ PPP #2 PRESSURE TYPE TRAP PRIMER PRIMER WC-1 HANDICAP 3j4„ 2„ PROVIDE AMERICAN STANDARD FOR CEC LISTED HARDWARE INSTALLATION. PROVIDE 1.28 GPF MAX, WATER CLOSET 3„ ELONGATED BOWL, OPEN FRONT SEAT (FLUSH TANK) CONTRACTOR'S RESPONSIBILITIES 1. MAINTAIN WASTE, WATER, GAS SERVICES FOR BUILDING ONTO SITE AND INTO SPACE 2. PROVIDE WASTE SERVICES FROM POINT OF CONNECTION AT STUB INTO SPACE TO CLOTHES WASHING MACHINES 3. PROVIDE WATER SERVICE FROM POINT OF CONNECTION IN BUILDING TO CLOTHES WASHING MACHINES, DHW STORAGE TANK 4. PROVIDE WATER HEATERS; PROVIDE DHW SERVICE FOR WATER HEATING TO CLOTHES WASHING MACHINES, MOP SINK AS AGREED UPON 5. PROVIDE GAS SERVICE FROM POINT OF CONNEC11ON AT STUB INTO SPACE TO CLOTHES DTYERS, WATER HEATERS; EXTEND SERVICE TO OUTSIDE OF BUILDING AS NECESSARY LOCAL UTILITY CONTACT INFORMATION 1. STATIC WATER PRESSURE INFORMATION: ELSINORE WATER DISTRICT 951-674-2168 110 PSI LOW; 120 PSI HIGH PER SHARON 06/27/19 2• PUBLIC WORKS DEPARTMENT (ENGINEERING) 3. GAS SERVICE INFORMATION: TBD LEGEND SYMBOL DESCRIPTION WASTE BELOW GRADE FLOOR (E) WASTE BELOW GRADE FLOOR (N) WASTE ABOVE GRADE FLOOR (N) DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN GAS PIPING Im FLOOR SINK O FLOOR DRAIN PRESSURE REDUCING VALVE/ PRESSURE REGULATING VALVE SHUT-OFF VALVE GAS SHUT-OFF VALVE N CHECK VALVE TEMPERATURE AND PRESSURE RELIEF VALVE THERMOMETER UNION FLOOR CLEAN OUT II- WALL CLEAN OUT CLEAN OUT TO GRADE POINT OF CONNECTION SHUT-OFF VALVE (RISER VIEW) AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFP BACK FLOW PREVENTER CW COLD WATER DHW DOMESTIC HOT WATER DL DEVELOPED LENGTH DN DOWN FU FIXTURE UNIT G GAS MPG MEDIUM PRESSURE GAS PRV PRESSURE REDUCING VALVE ST STORAGE TANK VTR VENT THROUGH ROOF V VENT W WASTE WH WATER HEATER SHEET INDEX SHEET SHEET TITLE P-1 GENERAL NOTES, LEGEND, SCHEDULES P-2 SITE PLAN P-3 FLOOR PLAN P-4 WASTE & VENT, HOT & COLD WATER, GAS ISOMETRICS P-5 WATER CALCULATIONS CONTRACTOR SHALL VERIFY AVAILABILITY OF ALL UTILITIES PRIOR TO INITIATION OF CONSTRUCTION GENERAL NOTES 1. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY: A. CALIFORNIA BUILDING CODE 2016 B. CALIFORNIA MECHANICAL CODE 2016 C. CALIFORNIA PLUMBING CODE 2016 D. CALIFORNIA ELECTRICAL CODE 2016 E, CALIFORNIA ADMINISTRATIVE CODE TO INCLUDE TITLE 24 ENERGY CODE 2016 NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING WITH THESE CODES OR OTHER APPLICABLE CODES APPLICABLE TO THIS PROJECT. 2. SPECIFICATIONS AS PROVIDED FOR THE CONSTRUCTION OF THE SHELL BUILDING SHALL BE CONSIDERED AS PART OF THIS CONTRACT DOCUMENT. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. 3. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. 4. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION AS REQUIRED TO PROPERLY INSTALL NEW PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. REPRESENTATIVE OF THE OWNER INSPECTIONS TO BE MADE AND INSTALLATIONS APPROVED BEFORE PERMANANTLY COVERING. C. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. (LAPC 103.1.2, 301.1) 7. THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. 8. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES, EQUIPMENT, AND HARDWARE TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE, SMACNA STANDARDS, AND ALL LOCAL ORDINANCES. 9. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. FIELD VERIFY ALL MEASUREMENTS AND COORDINATE WORK WITH ALL TRADES. 10. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF ALL UTILITIES AND PIPING AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES. 11. EXACT LOCATIONS, MOUNTING HEIGHTS AND COLORS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND THE MANUFACTURER'S PUBLISHED DATA. 12. UTILITY COORDINATION: CONTRACTOR SHALL COORDINATE GAS, WATER, AND WASTE SERVICE WITH RESPECTIVE UTILITY COMPANIES. 13. INSULATION: A. PIPE INSULATION: ALL HOT WATER AND HOT WATER RETURN RECIRCULATION PIPING SHALL BE INSULATED WITH 1' THICK FOR SIZES UP TO 2". 1-1/2" THICK FOR SIZES 2-1/2" AND LARGER. MINIMUM THERMAL RESISTANCE SHALL BE R=4.0 TO 4.6 PER INCH. B. ST-1 SHALL BE INSULATED C. PROVIDE ARMSTRONG "ARMAFLEX" OR EQUAL INSULATION AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS 14. PIPING: A. WASTE & VENT 1• INSIDE AND OUTSIDE BUILDING, ABOVE AND BELOW GROUND (UNLESS OTHERWISE IDENTIFIED) A. WASTE & VENT: SCHEDULE 40 ABS, WITH SCHEDULE 40 FITTINGS, SOLVENT WELDS. B. DRAIN PIPING: COPPER TYPE "M", WITH 95/5 TIN/ANTIMONY SOLDER, WROT COPPER FITTINGS. C. ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE NOTED D. CLEAN OUTS: ALL CLEAN OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. E. VENT TERMINATION: ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 36 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM OR TERMINATED 3'-O" ABOVE ANY OUTSIDE AIR INTAKES. F. WATER HEATER: PROVIDE DRAIN FROM PRESSURE / TEMPERATURE RELIEF VALVES OFF WATER HEATERS TO FS-1 IN VICINITY G. AIR GAP: ALL PIPING DISCHARGING INTO FLOOR -SINKS, STAND PIPES AND DRAINS TO HAVE A MINIMUM AIR -GAP AS REQUIRED BY LOCAL CODES. 2. ALTERNATIVE MATERIALS - UNDERGROUND, INSIDE AND OUTSIDE BUILDING: SCHEDULE 40 ABS WITH SCHEDULE 40 FITTINGS, SOLVENT WELD JOINTS; ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STANDARDS REFERENCED IN TABLE 1401.1 B. WATER PIPING 1. INSIDE BUILDING (UNLESS OTHERWISE INDICATED): A. HOT AND COLD WATER ABOVE GRADE: COPPER TYPE "M", WITH 95/5 TIN/ANTIMONY SOLDER, WROT COPPER FITTINGS. B. HOT WATER PIPING (INTERCONNECTING BOILER AND STORAGE TANK): COPPER TYPE "L", WITH SILVER TIN/ANTIMONY SOLDER, WROT COPPER FITTINGS. 2 OUTSIDE BUILDING (UNLESS OTHERWISE INDICATED): COLD WATER, BELOW GROUND: COPPER TYPE "L" AS IDENTIFIED ABOVE C. GAS PIPING: 3" SERVICE AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40 WITH BLACK SCREWED MALLEABLE IRON FITTINGS. 4" SERVICE SHALL BE SCHEDULE 40 BLACK STEEL WITH BUTT -WELDED JOINTS. D. PROVIDE PIPING SUPPORT AND SEISMIC BRACING PER UPC, SMACNA, AND AUTHORITY HAVING JURISDICTION 15. EQUIPMENT AND HARDWARE A. WATER HEATER PACKAGE SHALL BE COMPLETE WITH WATER HEATER HARDWARE: WH-1, 2 PUMP, ECONOMASTER, TANKSTAT, THERMOMETER, TEMPERATURE AND PRESSURE RELIEF VALVE, MOUNTING HARDWARE. PROVIDE FOR DIRECT VENT CONFIGURATION. WATER HEATERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. B. PRESSURE TYPE TRAP PRIMERS (TP-1) SHALL BE PPP #P-2 OR EQUAL, AS INDICATED ON PLANS C. EXPANSION TANK (ET-1) SHALL BE AMTROL ST-12 D. PRESSURE REDUCING VALVE SHALL BE WILKINS 500YSBR, OR APPROVED EQUAL E. SEISMIC SHUT-OFF VALVE SHALL BE CALIFORNIA SEISMIC SHUT-OFF VALVE MODEL 301, 2", OR APPROVED EQUAL FOR INSTALLATION IN THE CITY OF LOS ANGELES 16. LEAD FREE COMPLIANCE REQUIRED EFFECTIVE JANUARY 1, 2010 PER CALIFORNIA HEALTH SAFETY CODE SEC. 116875. WATER PIPE AND FITTINGS WITH A LEAND CONTENT WHICH EXCEEDS 0.25% SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER. (LAPC 604.11; HEALTH & SAFEEY CODE 116875 N o aFa J O N o0 0 z ce U z zW N EVa o U) w J M M~ p w>T- o 6 tuz'rcQa Qar-wo Z z zo coc WW LL w r Z 0 W U J W w z z O W C N Q Uop cN4 Q_ C 4 G O LL Q O Q a m m o N J Q r- t g m m LLJ o E_ E v U U z U L.,' p z Q d. z CL o wc>, z W F-- o M Lo W Iry b U) W rn z o Q c) Q J 0 O z Z J W Y z r` Q Wto W F- (! Z ZD D d o.- W W CD SCALE NOTED PROJECT NO. 1795 DESIGNED BY KMF DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 OF 5 I Ir fl 11; }I 11 I', '; II: IPROPERTY LINE I I I I I --II I PROVIDE 3" G ' EXTEND (E) SERVICES TO 1,614 CFH POINTS OF USE WITHIN TENANT SPACE PROVIDE 3" G I 2,120 VERIFY AVAILABILITY OF SERVICES IN SPACE f ,' f / ! sa f- 1 I PROVIDE 3 G 16756 t i 3 734 CFHAFEAAFFECTEDR64E , BY THE PROJECT i 4" iW; 1 11$ F J, 3 l I A B, C, D F C A B C D E F ' G { I E 4„ W 4 K Fl __ I (E) 8" WC GAS I I I METER I 4 PROVIDE II E E2"CW 4 l 106 FU €(N)I E) 2" CW 16746 ' E, 1 I (E) 2" BACKFLOW ---------1 t= 1 ;<- 9z PREVENTOR l /: r, 1 i k, ( 7 Ef !. f I i,p /' / f, EMS1. / I i ,' I' € E €? E 2 / /`` ] is Ij{ f S I yy f J iI I> !" WATER METERWEvi v , f r. E3 rl .. 1 :? : ... . f ,• ..: . ,l..,n /r'+' : l-v' . k. ifrjiiI fs k i 1 B f. I I cI u .,?s f:- 1' y...,., % Iti r, .:._ };-..:- _'?=,1/' .:. T} lti _;, s``.` s"i'` ...... ... .............. } IIII 1 D I I , f fj t IIa 7 ; E 3 3f I j ffff mm 1 I FIIEtE16738i t Id Y. 1 f j G F I I j I 3 II - I f ! f __. r I I I I i I I l 1 r, I _ t I i I IK I i t 3 3 I I I IiII II ff la I j E 1 9 e L AllI - fi..e I I I I Y 4 E r iil ii: % I l .,>"`-1 "i-' 1€ , , } ( F •3 ,I :I E ii j il. j 'i - Lx €: #: j { tiFIIf3. I i k44 . 3 € i ? I i 1 i{ I E3 w i;= — it ,,,``„"- ."'ems..€-r:..- " } it >,... .,, ..._ ,. ..»-, , .;i}„a`.x.i is I f. 3_ i jjj f 3 t €_ f E ti+ LAKESHORE DRIVE CL. _ _.. ....._ (. E )...MAIN. IN STREET . S I T E P L A N 1 /32))=1 P- 10" to oW J 0 N W Q Q 0 N 0 W nv Z W M M W J 00uj w>rn 0 C W Z d w 4 a 00o Zz Z w o fl W W z a W U J w Z LAY O Q N 0)cQ CV cQ W Q 0 00 0 0 cc LL Q Q r U G Q z W m M N J Q J F-- V) O U w U U w U Q z Q z 4 a o^ Ctaaaaaaa z O W LL w 0 z Q C) W W J 0 z i W U) J W z C Ca w z W F— a Qg FES /ON F C 2 Z No. - 7267 rrn exp. 6 30 13 s l F 1C9PFCHAN o 0F CA4 \ F\ Q SCALE NOTED PROJECT NO. 1795 DESIGNED BY K M F DRAWN BY RT CHECKED BY KMF DATE 06/ 25/2018 2 OF 5 C a F L 0 0 R P L A N 0 NORTH SCALE: 1 /4"=1'-Q" NOTES Q MAINTAIN E) 4" W SERVICE FROM POINT OF CONNECTION AT (E) SERVICE STUBBED TO PROPERTY, TO POINTS OF USE IN LAUNDRY Q MAINTAIN E) 2" CW SERVICE FROM CONNECTION AT METER TO POINTS OF USE WITHIN SPACE Q PROVIDE G SERVICE FROM CONNECTION AT (E) METER, ROUTED ON BACKSIDE OF BUILDING EXTERIOR TO POINTS OF USE WITHIN SPACE AND ON ROOF; COORDINATE WITH UTILITY AS NECESSARY Q PROVIDE W. V, CW, HW SERVICES AND ASSOCIATED TRIM FOR LAUNDRY INSTALLATION: TYP PROVIDE SERVICE FOR (2) 90# WASHERS O PROVIDE SERVICE FOR (2) 60# WASHERS 0 PROVIDE SERVICE FOR (2) 60# WASHERS Q PROVIDE SERVICE FOR (5) 40# WASHERS PROVIDE SERVICE FOR (6) 30# WASHERS 10 PROVIDE SERVICE FOR (9) 20# WASHERS 11 PROVIDE SERVICE FOR (4) 80# DRYERS 12 PROVIDE SERVICE FOR (4) 50# STACK DRYERS 13 PROVIDE SERVICE FOR (7) 30# STACK DRYERS 14 PROVIDE DHWS, DHWR PIPING FROM WATER HEATER WH-1 TO ST-1 15 PROVIDE SEPARATE INDIRECT WASTE FROM WATER HEATER T & P RELIEF VALVE TO APPROVED POINT OF DISCHARGE 16 PROVIDE FS-1 FOR ST-1 DRAIN; ROUTE DRAIN SERVICE FROM ST-1 TO FS-1 0 W J O N Q Z O. W w Oo NrnO5 - Z Z w Ect w W i co q - Qa'N p W>r0 wzto(L Qtito Z 000 0v U) z z ao wW L w P Z Z w U J W W Z o Q(/) r' N N to Q W 5; Q U r co Q 0 cc G LL E F- Q U< Z)Z m o N J Q F— F— m LU 0 a: U Lu U U W T v w Q Cl- Q Q S 0 L' Lj aaaaa Z w w LID w o Q C Z 0 CL Q 0 z zvw zo o W Y Q Z U Q w' z Q ry 0 0 1 LL- SCALE NOTED PROJECT N0, 1795 DESIGNED BY K M F DRAWN BY R T CHECKED BY K M F DATE 06/ 25/2018 P- 31 OF 5 m WASTE & VENT ISOMETRIC NOTES: 1. WASTE SERVICE SHALL BE INSTALLED WITH A MINIMUM 2% SLOPE 2. PIPING MATERIALS SHALL BE SERVICE WEIGHT HUBLESS CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKETS AND CAST IRON CLAMPS AND STAINLESS STEEL NUTS, BOLTS AND WASHERS OR SCHEDULE 40 ABS, WITH 32" FU _ SCHEDULE 40 FITTINGS, & SOLVENT WELDS. 3" VTR i 1 118 FU f' 3. WASHER STANDPIPE DRAINS FOR PUMPED MACHINES 3" V .''" le SHALL BE 3" IN DIAMETER WITH 3" TRAP ARMS, TYPICAL 44 FU 1 %j i 4. TRAP ARMS FOR GRAVITY DRAIN MACHINES SHALL BE 3"; i TYPICAL 72 FU i `j 5. PROVIDE CLEANOUTS PER UPC SEC 707.0 AND 719.0 3" V 60 FU f a 1 2" V 14 FU r 3" V r 20 FU 2" V 12 FU t4l 1 i 1) 60# WASHER; r-- TYP 4 30# WASHER; 6 3" V 1 I j / 1-1/2"/ 360 CFH fir 48"'F ` ' it `/ (4 60# WASHERS 1-1/2" / 180 CFH - I j ! (6) 30# WASHERS 2" / 900 CFH 9) 20# WASHERS 2" / 720 CFH36 F 1 Ir 1 / 1 ly/ 2" / 540 CFH 2 V e( i /// 1-1/2" / 360 CFH 24 FU , // 1-1 /4" / 180 CFH 1 2" V 1 -A j // 2" / 860 CFH I 12 FU of 2" / 645 CFH i / 1-1 /2" / 430 CFH1 ^,j /// (3) 30# STACK DYERS o i 1-1/4" / 215 CFH - T l /// CONNECTION AT APPLIANCE 3" VTR 12 FU I 32 FU i ^ 1 4IAPPLIANC r I 2„ Vim' TY E) 4" i 24 FU E) 4" 118 FU i /lam i001, 118 FU 2 V E) 4" W 12 FU 'X 44 FU 4) 80# DYERS 130' DL 4) 30# STACK DYERS 115' DL SOM ETRI C 1-1/2" G 360 CFH r— 2" G 1260 CFH 2" / 864 CFH 1-1/2" / 648 CFH 1-1/4" / 432 CFH 1" / 216 CFH -,, LOW PRESSURE GAS GAS PIPE SIZING (NATURAL GAS OF 0.60 SPECIFIC GRAVITY BASED ON PRESSURE DROP OF 0,5 INCH WATER COLUMN) PIPE SIZE, INCHES LENGTH IN FEET 80 125 150 1/2 56 44 40 3/4 117 92 83 1 220 173 157 1-1/4 452 355 322 1-1/2 677 532 482 2 1300 1020 928 2-1/2 2080 1630 1480 3 3670 2890 2610 4 7490 5890 1 5330 5 13600 10600 1 9650 INF RMATI N ADAPTED FROM 2016 CALIFORNIA PLUMBING CODE TABLE 1216,2(1) 3" G 3" G 2120 CFH 1614 CFH NOTES: 2' V // ( 1) 40# WASHER ( 450# STACK DYERS 4" E 12 FU i j // TYP 5 1. GAS SERVICE SHALL BE BLACK STEEL SCHEDULE 40 WITH BLACK SCREWED MALLEABLE IRON 3734 CFH E) 6 W / 4 W w i FITTINGS, ABOVE GROUND (E) 8" WC GAS METER 162 FU (NN 44 FU 2. EACH 30 DRYER STACK IS RATED AT 180 CFH, ST I ram' J i /, (5) 40# WASHERS EACH 50A DRYER STACK IS RATED AT 216, EACH 2„ V r 1 / FD 80# DRYER STACK IS RATED AT 215 AND EACH t I 6 FU' I 1 WATER HEATER IS RATED AT 750 CFH. 1 vt 80DL i Ir 3. MAXIMUM DEVELOPED LENGTH FROM GAS METER TO 2" CW I I 2" DHW i 1 t- FURTHEST GAS APPLIANCE IS 130. " 1 1 106 FU CW I 432FU 4. PROVIDE GAS SHUT-OFF VALVE FOR EACH OUTLET. 106 FU DV * I 1 r IN PACE. 1II 5. PROVIDEMPGREGULATORLOCATEDS; / 1 H 0 T PROVIDE VENT DISCHARGE TO EXTERIOR / r 4 6. PROVIDE DIRT LEG AT RUNOUT TO EACH j 2) 90# WASHERS V 12 FU COLD L DWATERA TERISOMETRICV METRICAPPLIANCE r , I 8c r1) 90# WASHER; NOTES: TYP2 TEMPERATURE AND PRESSURE RELIEF PIPED TO FS- 1 BELOW D WH HWRS--- r_ -- - -- D AIR VENT 3/4" — TO FS- 1 T CWS--ICJ— -- -- -- 1/4" x1/8" STEEL STRAP ET-1 HB 1 ET FINISH GRADE 1 1 C C WATER HEATER LOOP PUMP HOT WATER HEATER PIPING DETAIL NO SCALE 1. HOT AND COLD WATER PIPING (ABOVE GROUND) SHALL BE COPPER TYPE M" WITH 95/5 TIN/ANTIMONY SOLDER, WROT COPPER FITTING, UNLESS OTHERWISE IDENTIFIED 2. INTERCONNECTING HOT WATER PIPING FROM WATER HEATERS AND STORAGE TANK SHALL BE COPPER TYPE "L" WITH 95/5 TIN/ANTIMONY SOLDER, WROT COPPER FITTINGS 3. PROVIDE DHW RECIRCULATION LOOP TO MEET REQUIREMENTS OF CEC 110.3. C.5, TO 'INCLUDE THE FOLLOWING: PROVIDE TIME CLOCK CONTROL OF CIRC PUMP A. RECIRCULATION PUMP IN VERTICAL PRIMED POSITION B. CHECK VALVE DOWNSTREAM OF PUMP BEFORE HEATING EQUIPMENT C. HOSE BIBB BETWEEN PUMP AND HEATING EQUIPMENT, AND ISOLATION VALVE BETWEEN HOSE BIBB AND PUMP D. PUMP ISOLATION VALVES E. CW SUPPLY, DHWR SERVICES CONNECTED TO TANK SEPARATE FROM DRAIN LINE F. CHECK VALVE AT CW SUPPLY 4. PROVIDE TIME CLOCK CONTROL OF CIRC PUMP 5. THE BRANCH FROM THE RECIRCULATING LOOP SHALL CONTAIN A MAXIMUM OF 0. 6 GALLONS IN COMPLIANCE WITH LAPC 610.4.1.2 6. THE MAXIMUM ALLOWABLE LENGTH FROM THE HOT WATER RECIRCULATING LINE TO THE FIXTURE IS AS FOLLOWS: 1/2"= 60FT , 3/4" = 26FT , 1" = 15FT HOT WATER RECIRCULATION PUMP/LOOP, WIRE A 7 DAY CLOCK THAT IS IN SERIES WITH THE INSTALLED AQUASTAT FOR COMPLIANCE WITH SECTION 110.3(C)5 HOT WATER RECIRCULATION PUMP/LOOP, WIRE A 7 DAY CLOCK THAT IS IN SERIES WITH THE INSTALLED AQUASTAT FOR COMPLIANCE WITH SECTION 110.3(C)5 E) 2" WATER METER I r \ r r r r r r r r / r r PROVIDE 2" 106 FU S E) PRV 1 11/4" 1 8 FU 11/r E) 2„ 06FU106FU1 I " r 2" \\ `. Ir 1- 1/4" 78 FU 1 \ \ \ \ r S 10 FU I ` \ 1 1- 1 / 2„ \ 2" 28 FU 1 r 22 FU 2" I BFP 1 1 / 56 FU yr 2" r 1 I f ' 40 FU / ' j ' 1 r 1- 1/ 2" r r 4) 60# WASHERS 24 FU T 6) 30# WASHERS I V S 9) 20# WASHERS ' 1-1 /4 1 8 FU I TAP FOR TP- 1 SERVICE TO FU; TYP 1 1- 1/4" I 8 FU r r 1- 1 / 2" 1 / 2„ 16 FU 1 J/ 16 FU 90# WASHER I j 2„ 5 40 WASHERSI8FUWH1 ON ROOF) D MESTIC HOT WATER PIPE SIZING H T WATER PIPE SIZING BASED ON 16,0 PSI/100FT AND MAX, VEL CITY OF 5 FPS FOR DOMESTIC HOT WATER PIPING PIPE SIZE, INCHES FIXTURE UNITS COLD WATER SERVICE FU 8 MAX FT/S MAXIMUM GPM 3/4 11 9 1 21 15 1-1/4 37 24 1-1/2 61 34 2 159 57 2-1/2 327 91 3 1541 133 INF RMATI N ADAPTED FROM 2016 CALIFORNIA PLUMBING CODE COLD WATER PIPE SIZING w COLD WATER PIPE SIZING BASED ON 25,0 PSI/100FT AND MAX. VEL CITY OF 8 FPS FOR COLD WATER PIPING PIPE SIZE, INCHES FIXTURE UNITS COLD WATER SERVICE FU 8 MAX FT/S MAXIMUM GPM 3/4 16 12 1 30 20 1-1/4 56 31 1-1/2 103 44 2 254 76 2-1/2 455 115 3 719 165 INF RMATI N ADAPTED FROM 2016 CALIFORNIA PLUMBING CODE w J O IL N c Q a Z MW h C) o C Qqq V Z ?, C7 tD d mM as ~ qr Wz c o- 0 r- co 0zNz z w co w T z z WW J z o o U) 3: N Y)` N Q W 5; 3r D Q 00 w Q 75 LLL 1: Q d U z a Z F- cD u m Q cri N Q Q m w o w 1-- w W o z Q z Q Q a C C C C C C C W 5 I- F- O Wn/ LLw U) N rn o Q z Q U W O 0 z. zY W zo<¢ Z J W z U, W W J O c) U FW— cry if) Q Q Z 0 SCALE NOTED PROJECT NO. g5 1795 DESIGNED BYK M F DRAWN BY R T CHECKED BY K M F DATE 06/25/ 2018 P-4 OF 5 PLUMBING FIXTURE UNITS RE -FIT COIN LAUNDRY PROJECT NAME: PROJECT NUMBER: DATE: BY: LAUNDRY - LAKESHORE DR. 1749 06 /25V 2018 RT PROJECT LOCATION: LAKE ELSINORE, CA CODE: 2016 CPC FIXTURES QTY. WASTE COLD WTR (@1007.) HOT WATER (@ 100%) FU (EACH) FU (TOTAL) FU (EACH) FU (TOTAL) FU (EACH) FU (TOTAL) 90# WASHERS 2 6 12 4 8 4 8 60# WASHERS 4 6 24 4 16 4 16 40# WASHERS 5 6 30 4 20 4 20 30# WASHERS 6 6 36 4 24 4 24 20# WASHERS 9 6 54 4 36 4 36 SINK 1 2 2 2 2 2 2 FLOOR DRAIN 2 2 4 SUB -TOTALS: L162 BUILDING SEWER SIZE: COLD WATER: COLD WATER: CONTINUOUS FLOW DEMAND): COLD WATER DEMAND: 6 106 106 106 106 INCHES FU FU FU 106 PLUMBING FIXTURE UNITS TOILET ROOM ON EXISTING HOUSE SERVICES PROJECT NAME: PROJECT NUMBER: DATE: BY: LAUNDRY - LAKESHORE DR. 1749 06 25 2018 RT PROJECT LOCATION: LAKE ELSINORE, CA CODE: 2016 CPC FIXTURES QTY. WASTE COLD WTR (01007.) HOT WATER (@ 100%) FU (EACH) FU (TOTAL) FU (EACH) FU (TOTAL) FU (EACH) FU (TOTAL) WATER CLOSET 1 4 4 4 4 0 0 LAVATORY 1 2 2 2 2 2 2 MOP SINK 1 3 3 3 3 3 3 FLOOR SINK 2 3 6 SUB -TOTALS: 15 BUILDING SEWER SIZE: COLD WATER: COLD WATER: CONTINUOUS FLOW DEMAND): COLD WATER DEMAND: 6 9 9 9 9 INCHES FU FU FU 5 LAUNDRY - PROJECT NAME: LAKESHORE DR. PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 DATE: 06/25/2018 BY: RT PROJECT LOCATION: LAKE ELSINORE, CA CODE: 2016 CPC SYSTEM PRESSURE AVAILABLE PRESSURE MINIMUM 110 PSI MAXIMUM 120 PSI PRESSURE REQUIRED AT FARTHEST FIXTURE: 30 PSI PRESSURE LOSS DUE TO HEIGHT: 2.3 PSI PRESSURE LOSS THRU METER: 2" 2 PSI PRESSURE LOSS THRU BACKFLOW PREVENTER: 9 PSI OTHER LOSSES: PRV SET @ 80 PSI (2" PRV MODEL 500YSBR) 5 PSI SUBTOTAL 48.3 PSI LOSS AVAILABLE FOR FRICTION: 80 - 48.3 31.7 PSI LENGTH OF RUNS METER TO FARTHEST FIXTURE OUTSIDE BUILDING: 20 FT INSIDE BUILDING: 70 FT TOTAL: 90 FT FT EQUIVALENT LENGTH (FT): 90 X 1.25 FT 113 FT 1.25 FACTOR FOR FITTINGS ALLOWABLE FRICTION LOSS PRESSURE AVAILABLE (PSI) EQUIVALENT (FT) /100 (FT) 31.7 112.5 x 100 28.2 WATER CALCULATION FOR ENGINEERED PLUMBING SYSTEM BASED ON APPENDIX A OF THE CPC LAUNDRY - PROJECT NAME: LAKESHORE DR. PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 DATE: 06 25 2018 BY: RT PROJECT LOCATION: LAKE ELSINORE, CA CODE: 2016 CPC SYSTEM PRESSURE AVAILABLE PRESSURE MINIMUM 110 PSI MAXIMUM 120 PSI PRESSURE REQUIRED AT FARTHEST FIXTURE: 30 PSI PRESSURE LOSS DUE TO HEIGHT: 2.3 PSI PRESSURE LOSS THRU METER: 2" 2 PSI PRESSURE LOSS THRU BACKFLOW PREVENTER: 9 PSI OTHER LOSSES: PRV SET ® 80 PSI 5 PSI SUBTOTAL 48.3 PSI LOSS AVAILABLE FOR FRICTION: 80 - 48.3 31.7 PS! LENGTH OF RUNS METER TO FARTHEST FIXTURE OUTSIDE BUILDING: 20 FT INSIDE BUILDING: 140 FT TOTAL: 160 FT FT EQUIVALENT LENGTH (FT): 160 X 1.25 FT 200 FT 1.25 FACTOR FOR FITTINGS ALLOWABLE FRICTION LOSS PRESSURE AVAILABLE (PSI) = 31.7 EQUIVALENT (FT) /100 (FT) = 200.0 x 100 15.9 WATER CALCULATION FOR ENGINEERED PLUMBING SYSTEM BASED ON APPENDIX A OF THE CPC PIPE SIZING - CW PROJECT NAME: PROJECT NUMBER: DATE: BY: LAUNDRY - LAKESHORE DR. 1749 06 25 2018 RT PROJECT LOCATION: LAKE ELSINORE, CA Code: 2016 CPC 0.1 3000 2000 1000 800 600 500 400 300 200 100 60 50 8 6 5 4 3 2 0.1 0.2 0.3 0.4 Copper Tubing Smooth Pipe Type M --- Type L Type K - - f 0.2 0.3 0.4 Friction Loss 0.6 0.8 2 3 4 5 6 8 10 20 30 405060 80100 10,000 0008000 5000 4000 3000 2000 1000 800 600 500 400 300 200 100 a 80 0 60 50 40 0 30 " 20 10 8 6 5 4 3 2 405060 80100 6 ys p 0 f f ff f 0.6 Lbs. 0.8 per Square 2 3 Inch 4 5 Head per 6 8 100 10 20 30 Foot Length] PIPE MATERIAL M FIXTURE UNITS SIZE COLD WATER SERVICE FU 8 MAX FT/S MAXIMUM GPM 0.75 16 12 1 30 20 1.25 56 31 1.5 103 44 2 254 76 2.5 455 115 3 719 165 COLD WATER PIPE SIZING BASED ON 25.0 PSI/10OFT AND MAX. VELOCITY OF 8 FPS FOR COLD WATER PIPING. PIPE SIZING - DHW PROJECT NAME: PROJECT NUMBER: DATE: BY: LAUNDRY -, LAKESHORE DR. 1749 06 25 2018 RT PROJECT LOCATION: LAKE ELSINORE, CA Code: 2016 CPC 0.1 3000 2000 1000 800 600 500 400 300 200 100 60 40 10 6 5 4 3 2 0.1 0.2 0.3 0.4 0.6 Copper Tubing Smooth Pipe Type M -- Type L Type K ----- f f 0.2 0.3 0.4 0.6 Friction Loss [Lbs. 0.8 2 3 4 5 6 8 10 20 30 405060 80100 10,000 8000 6000 4 5000 4000 3000 2000 1000 800 600 500 400 300 200 100 80 0 60 m 50 40 0 30 20 10 8 6 5 4 3 2 6. s e r f f f f f 0.8 per Square 2 3 4 Inch Head 5 6 per 8 10 100 20 30 Foot Length] 40 50 60 80100 PIPE MATERIAL M FIXTURE UNITS SIZE HOT WATER SERVICE FU 5 MAX FT/S MAXIMUM GPM 0.75 8 FU / 0.75) 11 9 1 16FU/0.75)_21 15 1.25 28 FU / 0.75) 37 24 1.5 46 FU / 0.75) 61 34 2 119 FU / 0.75) 159 57 2.5 245 FU / 0.75) 327 91 3 406 FU / 0.75) 541 133 HOT WATER PIPE SIZING BASED ON 16.0 PSI/100FT AND MAX. VELOCITY OF 5 FPS FOR HOT WATER PIPING. FACTOR OF 75% ACCOUNTED FOR IN TABLE FOR DE -RATED DHW LOADS, CO 0 w 0 J o IL NGo 0 z O oqW6EVUZry V Z>QlM0 w w,w "'i_ Cl w> o wza Z z v z w cm w Ujo z w U W W Z o N N ZQ W Q CNp G Q Q U U_ Q Q Z f 0 coo N Q Q Z m cn w Q: w U w U w o z z c i Q o o LLJaaaaaa z W L0 w N L. L w N 0')> o> Q 0 z c) w w w QO O Yw wZ J w Y Q z U Q wto E- SCALE NOTED PROJECT NO. 1795 DESIGNED BY K M F DRAWN BY RT CHECKED BY K M F DATE 06/ 25/2018 P 15 OF 5 V m SHUCRI "CHUCK" I. YAGHI Consulting Engineers: Residential & Commercial 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 FAX: 714/744-3676 STRUCTURAL CALCULATIONS DESIGNED BY: S , l JOB NUMBER: 3 2— DATE: - f S u PROJECT: 6 74- 6 J CLIENT: L BUILDING CODE: INTERNATIONAL BUILDING CODE 2015 EDITION, CALIFORNIA BUILDING CODE 2016 EDITION AND L.A.C. CODE 2017 MATERIALS: co Except as otherwise specified herein: DATE SIGNED: DESIGN REFERENCE Concrete TYPE "II" 2,500 PSI at 28 days. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,006 .PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. a. : , , Grading Rule 16. s o s `ea# in es ur 1 Ft, ti u }e s s e i1 in soils report. IW. p dF 4. parr q v'T R 8 E-., lncludin k 1 '}• d Kit I 18,00N P "r "- DG Wood ru rD t Volume1 Nation rs Association pia I o ck Concrete einforce Y1'Crete-Besic-klaadbook, Itimate Strength Design Handbook, ACI Concrete BAR s V! — nual, by as- y Brick Masonry I icltitryn` Job: Engineer: _ Contractor: Prepared By: Date: H i Delta° - Type WH Water Heaters Models 302C-902C Model: Indoor/Outdoor: MBTUH Input: 100% Factory Fire Tested Thermal Efficiency: 83.1% Versa IC® Controller with LCD Display Maximum Setpoint: 150°F Maximum Outlet Temperature: 200°F Minimum Non -Condensing Inlet Temperature: 105•F Thermal Shock Proof Heat Exchanger Limited Twenty -Year Thermal Shock Warranty Limited Ten -Year Heat Exchanger Warranty Full Safety Diagnostics with Fault History PolyTuf Powder Coated Cabinet No Combustible Floor Shield Required Fan -Assisted Patented Burner Security Blanket Ultra -Low NOx — SCAQMD 1146.2 Certified Cascade up to 4 Heaters — No External Sequencer Required Heat Exchanger HLW Stamp Headers Brass —Standard A-2 Glass -Lined Cast Iron ASME Inspected and Stamped 160 PSIG Working Pressure National Board Approved Cupro-Nickel Fin Tubing - Standard ASME Steel Tube Sheet Silicone High -Temp. O-Rings ASME Pressure Relief Valve 125 PSIG— Standard PSIG — Optional Temperature and Pressure Gauge Water Connections Left — Standard A-6 Right Hand Controls 120V, 60Hz, 10 Power Supply 120/24V 60Hz Transformer Versa IC® Integrated Control 100% Shut-Off/Lockout Hot Surface Ignition Ignition Module 3-Try — Standard C-6 Single -Try Remote Flame Sensor Fixed High Limit, Manual Reset 240°F On/Off Power Switch Flow Switch Blocked Vent Pressure Switch Combustion Air Proving Switch Programmable Pump Time Delays Heater Recirculation Enable/Disable Proudly Assembled in the USA LCD Display; Status, Fault and Diagnostics Cold Water Protection Function Optional CWR Variable -Speed Pump See Cat. 5000.73) Modbus RTU BMS Port (Up to 115K Baud, B-85 — BMS Gateway — BACnet MS/TP, BACnet IP, N2 Metasys or Modbus TCP B-86 — BMS Gateway — LonWorks Gas Train Manual Gas Shut -Off Valve(s) Combo Valve(s) Firing Mode 2-Stage (WH3): Models 302C-902C Fuel Natural Gas Propane Gas (HD-5) G — 20 4" WC Nat Supply Design Certified - ANSI Z21.10.3/CSA 4.3 Construction Indoor/Outdoor Construction Enclosed Front Controls CSA Low Lead Certified (5 .25% Lead) Venting Vent Location Top — Standard D-14 Rear Vent Termination Cap D-11 Outdoor D-15 Indoor, Horizontal Indoor, Vertical (by others) Combustion Air D-17 In -Line Filter Kit (TruSeal only) D-16 Air Intake Elbow Extractor — Optional By others Not required Burner Ultra -Low NOx: Less than 20 PPM Options D-21 TruSeal" Direct Vent F-10 Low Water Cut -Off, Remote Probe 1-1 High Limit Control, Auto Reset P-_ Pump: HP, 120V, 10, 60Hz Bronze Mounted Loose Front Rear S-1 Low Gas Pressure Switch, Manual S-2 High Gas Pressure Switch, Manual X-1 SureRack® Kit X-2 SureRack Add -on Additional Options or Accessories El Multi -Boiler Temperature Controllers TempTracker Mod+ Hybrid B-36, 2-4 Heaters B-37, 5-10 Heaters B-38, 11-16 Heaters B-39 EMS 4-20mA Remote Setpoint Interface Module B-62 BACnet MS/TP Interface ems. \ SR_LLC HLW _ Catalog No.: 3500.254A Effective: 08-15-17 Replaces: 10-15-16 M Hi Delta - Type WH Models 302C-902C Model FRONT VIEW 11-3/8 a r&PGAM G wT GA4 owimix ( m,.1R wv+Erna 7f VEW FOT t iw1 v rw act 6-Slg ' 7 - 2 WT WAU OLRit LEFT SIDE m IEj 14 cau II TOP VIEW -1n 5Y BACK VIEW 1<cr RIGHT SIDE NOTE: Pump location varies based on model and application. v_ W MOO A 7 1xift RkX Utica" TID- comnsa) WTa n-1yi System Flow and Head Loss Model 1-4 Grains Per Gallon 5-15 Grains Per Gallon 16-25"' Grains Per Gallon AT F GPM AP FT WC MTS IN SHL FT WC AT F GPM AP FT WC MTS IN SHL FT WC) AT F GPM AP FT WC MTS IN SHL FT WC 302C 13 40 2.0 2 5.1 10 50 3.0 2 7.7 7 74 6.6 2 16.3 402C 17 40 2.0 2 5.1 13 52 3.4 2 8.4 9 74 6.8 2 16.4 502C 21 40 2.1 2 5.2 16 52 3.5 2 8.6 11 73 6.9 2 16.3 652C 27 40 2.2 2 5.3 21 52 3.7 2 8.7 15 72 7.0 2 16.2 752C 28 45 3.0 2 6.8 23 55 4.4 2 9.9 14 90 11.3 2 25.1 0 902C 28 54 1 4.3 2 9.7 21 1 73 1 T8-1 2 1 17.2 17 1 90 1 11.7 1 2 25.5 SHL includes 50 ft of tubing each way (100 total) Must use optional cupro-nickel tubes. For hardness exceeding 25 GPG, must use water softener SPECIFICATIONS Approx. Model MBTUH A Width G NPT K W Amp. Draw Shipping Wt. (lbs.) In ut Out ut 302C 300 249 36 3/4 6 14-3/4 6 380 402C 399 332 43 3/4 6 18-1/2 6 445 502C 500 416 50 1-1/4 6 22 6 545 652C 650 540 60-1/2 1-1/4 8 27-1/4 6 590 752C 750 623 67-1/2 1-1/4 8 30-3/4 1 6 675 902C 900 748 78 1-1/4 8 36 1 7 740 Dimensions are in inches Rec very Rates Model 20° 30° 401 50° 60° 70° 80° 90° 100° 302C 1511 1007 755 604 504 432 378 336 302 402C 2010 1340 1005 804 670 574 502 447 402 502C 2518 1679 1259 1007 839 709 630 560 504 652C 3274 2182 1637 1309 1091 935 818 727 655 752C 3777 2518 1889 1511 1259 1079 944 839 755 902C 4533 3022 2266 1813 1511 1295 1133 1 1007 1 907 NOTES: 1. Rates shown are for natural or propane gas, and elevations up to 4,500 feet. For installation above 4,500 feet, please contact manufacturer. 2. Required natural gas pressure is 7 - 10.5" WC. Required propane gas pressure is 11 - 13" WC. Raypak, Inc. . 2151 Eastman Avenue, Oxnard, CA 93030 (805) 278-5300 Fax (800) 872-9725 • www.raypak.com Catalog No.: 3500.254A . Effective: 08-15-17 Replaces: 10-15-16 7/3/2018 Design Maps Summary Report e rgDesign Maps ')mmary Report User — Specified Input Building Code Reference Document 2012/2015 International Building Code which utilizes USGS hazard data availab!e in 2008) Site Coordinates 33.685790N, 117.36852°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS— Provided Output Ss = 2.377 g SMS = 2.377 g Sos = 1.585 g Sl = 0.958 g SMI = 1.437 g S02 = 0.958 g For information on how the SS and St values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. AiCE. s Response Spectrum 1. 4z Ilvi CI 1:41 Cf n_ nr, I 4j1 Pad. T 4w Design Response Spectrum I . zi V] lil V! it' gy h l ,1 IN- :Jr1 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This too! is not a substitute `or technical subject -matter knowledge, 4 ate`%:mil a PROJECT: PAGE: r-;t t':_ _ 1`T ft, CLIENT : DESIGN BY JOB NO.: DATE REVIEW BY Wind Load, on Roof Screen / Roof Equipment, Based on ASCE 7-16 INPUT DATA & DESIGN SUMMARY —7— v — BASIC WIND VELOCITY V = 110 mphLn r— EXPOSURE TYPE (B, C, D) __ C I o 'r d Load SCREEN TOP ELEVATION H = 24 ft of CI P HEIGHT OF STRUCTURE ( < 60 ft) h = 20 ft. (ASCE 7-16 26.10.2) ] BUILDING WIDTH B = 63 ft Roof BUILDING LENGTH L = 128.5 ft T SCREEN VERTICAL SIZE E = 4 ft SCREEN HORIZONTAL SIZE D = 3.33 ft, (ASCE 7-16 29,4.1) VERTICAL PROJECTED AREA Af = 47.32 ftz HORIZONTAL PROJECTED AREA A, = 39.39 ftz TOPOGRAPHIC FACTOR KZ, = 1 Flat, (26 8 &,Table 26.8-1) Ground Out -of -plane load for screen design P = 45.8 psf, Horizontal X Fh = 2.168 kips, Horizontal F = 1.425 kips, Vertical WIND ANALYSIS Out-cf-plane wind force for screen design (ASCE 7-16, 29.4,1) Fh = PA f = q,,GC,A f = (0.00256KzKz,KeV2) Gr ,A f = ( 45.8 psf) At = 2.168 kips, Horizontal Where - G C, = Max( Min[ 2 - At / (B h) 1.9] , 1.0) = 1.90 , (ASCE 7-16 Eq- 29.4-2) he = 22 ft, centroid height of the screen B h = 1260 ftz, building side area (ASCE 7-16 Eq. 29.4-2) K, = 0.92 (ASCE 7-16 Tab, 26.10-1) Kd = 0-85 ,(ASCE 7-16 26.6) K. = 1 (ASCE 7-16 Tab, 26,9-1)- F, = PA, = q,,GCrA, _ (0.00256Kz Kz, K,rV')GC,A, _ ( 36 2 psf ) Ar = 1.425 kips, Vertical Where G Cr = Max{ Min[ 2 - Art (B L) , 1.51 , 1.0) = 1.50 , (ASCE 7-16 Eq. 29.4-3) B L = 8096 ftz, building side area (ASCE 716 Eq. 29,4-3) EQUIPMENT ON ROOF Fp(s) = 0.4 x aP x SDs X WP z 1 + 2 - ) Rv ) h IP ap 2.5 Sos 1.585 (MAX) wp 800.0 lb RP 6.0 IP 1.0 z h Fp(s) 634.00 lb Fp(s)min = 0.30 x SDs x IP x"WP = 380.40 lb OK Fp(s)max = 1.60 X SDs X IP x WP = 2028.80 lb OK Fp(w) 1 27.5 1psf x 55-66-1 ft x 4.00 ft FP(w) 616.00 lb MO.T(S) 634.0 x 2.0 MO.T.(s) 1268.00 lb-ft MO.T.(W) 616.0 x 2.0 MO.T.(w) 1232.00 lb-ft MR(s) 800.0 x ( 2.0 / 2 ) MR (s) 800.00 lb-ft ASCE 7-10, Sec. 13.3.1] Wp Fp, Fw 4.00 ft 2.00 ft 2.00 ft -I T (s) = C (s) = 634.00 lb ) T ( = C 616.00 lb ) ALLOWABLE STRESS DESIGN. - LOAD COMB. FACTORS (ASCE 7-10): 12.4.2.3,#8: (0.7xpxE')-(0.6-0.14SDS)D [p=1.0],ASCE7-10,13.3.1 2.4.1.,#7: 0.6W-0.6D UPLIFT: (5) EA. SIDE 0) EA. TIEDOWN SEISMIC): _ ( 887.60 - 302.48 ) / ( 2.00 ) = 292.56 lb / 2 = 146.3 lb WIND): _ ( 739.20 - 480.00 ) / ( 2.00 ) = 129.60 lb / 2 = 64.8 lb SHEAR: SEISMIC): = 443.80 lb / 4 = 111.0 lb (PER ANCHOR) WIND): = 369.60 lb / 4 = 92.4 lb (PER ANCHOR) STRENGTH DESIGN LOAD COMB. FACTORS (ASCE 7-10): 12.4.2.3,#7: (1.0xpxE)-(0.9-0.2SDS)D [p=1.01,ASCE 7-10,13.3.1 2.3.2.,#6: 1.OW-0.9D UPLIFT: 0, EA. SIDE: 0) EA. TIEDOWN: SEISMIC): _ 1268.00 - 466.40 ) / ( 2.00 ) 400.80 lb / 2 = 200.4 lb WIND): _ 1232.00 720.00 ) / ( 2.00 ) 256.00 lb / 2 = 128.0 lb SHEAR: SEISMIC): = 634.00 lb 4 158.5 Ibs (PER BOLT) WIND): = 616.00 lb 4 154.0 Ibs (PER BOLT) USE: TIE DOWN w/ 11/2 lin D Y'Ill "- - TO 6-, Soo 4-06 L-2- ts- 2 616 a 2, x 2-- -- C+ L, -- , 2- 3 30 X 6 1 R -L, 7 7S 4- Xv, ffi L 4. c mn ofz- , d Cd p a " car: wt '0- - r--L') , VA-k- / PPEMIER -,,-'ND US TRJE,' INC. COMMERCIAL EVAPORATIVE COOLER LEGEND: 1. HOUSING, Stainless steel, grade 304 2. EVAPORATIVE COOLING MODULE: Stainless steel, grade 304 3. BLOWER: Centrifugal type, DWDI, class 1, arrangement 3, forward curve type 4. MOTOR: Open face, drip proof type. 5. COOLING MEDIA: Glacier-Cor / CeIDEK 6. ELECTRICAL CONTROLS: Disconnect, Mag Starter & Pump Relaym (OPTIONAL, SEE WRITTEN SPECS) 7. ACCESS PANELS: Lift off panel for fan section and lift off cover for cooling media access on models 60, 80 & 120. Model 160 has lift-off panel. 8. WASHABLE FILTERS FACE (INTAKE) 2 PCEC-40, 4,350 CFM @ .77" TSP 60" PLAN VIEW 7 NOT TO SCALE