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Home My WebLink About2769-1U c F -i U) .I-.+ U CD U L v J C3 oT .r, L T Q 0 U v cv 0 0 LZI M Trp 66 LC) CV co 0 LL0 z L Q, 0 0 ro co M F- Z w U CD 0 co Go 4 Angle F,A. Fire Alarm PLANS AND S ECIFICATIONS PART; Partition FEATURES REQUIRED FOR COMPLIANCE WITH THE IN TENSION TO TWICE THE ALLOWABLE TENSION STORAGE, 300 S.F./OCC. STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED T-1 TI TLE SHEET AND INDEX ® At F.D. Floor Drain PL. Plate ON THE PLANS. SHALL BE PERFORMED IN ACCORDANCE NH TiTLE 24, PART 2, SECTION 1925A.3.5. 6. ENVELOPE MANDATORY MEASURES: CL Centerline FDN. Foundation P.LAM. Plastic Laminate EXERCISE ROOM, 50 S.F./OCC. Channel F.E. Fire Extinguisher PLAS. Plaster INSPECTOR. HE SHALL OQSERVE HE TESTING OF 10. KITCHEN, 100 S.F./OCC. THE FIRST 10 FASTENER INSTALLATIONS. A EST Diameter or Round FEC Fire Extinguisher PLYWD. Plywood FLOOR S I 1/16" = 1 GREATER, SHALL BE APPLIED TO THE PIN IN SUCH A LAUNDRY ROOM, 100 S.F./OCC. d Penny (Nails) Cabinet PNL. Panel LOBBY, 100 $.F./OCC. TENDENCY OF THE CONCRETE SURROUNDING THE I Pound or Number F.F. Finish Floor PR. Pair PROJECT INSPECTOR'S VISION SHALL BE MADE OF APPROXIMATELYLY 11'IN 10 PINS, EXCEPT THAT GOVERNING CODES: 1994 UNIFORM BUILDING CODE I C I V I L E) Existing F,G. Finish Grade PT. Point t1N) New F.H. Flat Head FHC Fire Hose Cabinet 0, T. Quarry Tile INSTALLATIONS MUST BE TESTED AND UNFAIR PINS 1992 NFPA 1500 1O 134 I ----j A/C Air Conditioning FIN, Finish R Riser 1996 NEC 93 1 1 OCCUPANCY GROUP: B, SECTION 304.1 C1 PRECISE GRADING DRAINAGE AND UTILITY TITLE AND DETAIL SHEET s A.C. Asphaltic Concrete FLASH. Flashing AAcoustical FLU. Floor R.D. Roof Drain ' SPACE USE- REFER TO SCHEDULE A.D..D. Arpa Drain FLUOR. Fluorescent ADJ. Adjustable F.O.C. Face of Concrete REF. REFR. REG, Reference Refrigerator Register ALLOWABLE AREA: 8,000 S.F. TABLE NO. 5-B C2 TOPOGRAPHY SURVEY MAP ALT, Aitemate F.O.F. Face of Finish REINF. Reinforced INCREASES: SECTION 505.1.3, 100% I USE AREA EXCLUDED FROM COMPUTING C3 PRECISE GRADING AND DRAINAGE PLAN ALUM, Aluminum F.O.M. Face of Masonry APPROX. Approximate F.O.S. Face of Studs REQ. Required ARCH. Architectural FT. foot or Feet FTG. Footing FURR. Furring RESiL. R.H. RM. Resilient Round Head Room A BUILDING SECTION C4 PRECISE SITE UTILITY PLAN BD, Board R.O. Rough Opening �* 0* BITUM. Bituminous GA. Gauge RIND. Redwood -4. SHEET N 0. BLDG. Building BLD. Block GALV. Galvanized G.B. Grab Bar S. South BLKG. Blocking Galvanized Iron S.C. Solid Core 707 AND 2602.1 [UNIFORM BUILDING CODE, SECTIONS B.M. BenchGI Mark GL. Glass SCHEp. Schedule BM. Beam GND. Ground SECT, Section I 1 707 AND 2602.] BOT, Bottom GR. Grade SH. Shelf GS Galvanized Steel SHT. Sheet 3 DETAIL NO. GYP. Gypsum SHWR. Shower CAB, Cabinet SIM. Similar A-4.1 SHEET NO. NORMALWEIGHT OR LIGHTWEIGHT CONCRETE9 C.B. Chalk Board H.B. Hose Bibb SPEC. Specification ( 12 CEM. Cement H.C. Hollow Core SQ, Square BE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL &. 7;,:;''' A R C H I T E C T U R A L CER. Ceramic HDR. Header SST. Stainless Steel C.I. Cast Iron HDWD. Hardwood STD. Standard C.J. Construction Joint HDWR. Hardware STL. Steel C. L. Chain Link H.M. Hollow Metal CLG. Ceiling HORIZ. Horizontal STOR, STRUCT. Storage Structural 29* A-1.1 SITE PLAN CLR. Clear HT. Height SUSP, Suspended 2 DOOR IDENTIFICATION 6 -.- - - - - - - - - CNTR. Counter SYM. Symmetrical D. SITE CONSTRUCTED DOORS, WINDOWS, AND A-1.2 STORAGE BUILDING AND DETAILS COL. Column I.D. Inside Diameter SYS. System I A-1.3 SITE DETAILS CONC. Concrete INSUL. Insulation CONN, Connection SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT INT. Interior CONSTR. Construction CONT. Continuous T.B. EL. ER, Towel Bar Telephone Terrazzo A� WINDOW IDENTIFICATION A-2.1 FLOOR PLAN AND DETAILS CORR. Corridor JAN. Janitor CPT. Carpet JT. Joint HK. T.& G. Thick Tongue & Groove AND THE BUILDING, AND SHALL BE (IN) A-2.2 REFLECTED CEILING PLAN AND DETAILS CTSK. Countersunk KIT. Kitchen T.O.C. Top of Curb A-2.3 SUSPENDED CEILING NOTES AND DETAILS CTR. Center T.O. C.D. Tap of Concrete CW. Cold Water C.T. Ceramic Tile LAB. Laboratory LAM. Laminate T.O.P. Deck Top of Pavement/ 0123 REFERENCE NOTE A-2.4 ROOF PLAN AND DETAILS Top of Parapet g0 2 LAV. Lavatory LKR. Locker T.O. .D. T, 0. S. - Top of Roof Deck Top of Sheathing DOORS AND FIRE DOORS). A-3.1 EXTERIOR ELEVATIONS AND DETAILS DBL. Double LT, Light T.O,W. Top of Wall i WOODWORK INSTITUTE OF DEPT. Department TRD. Tread A-4.1 BUILDING SECTIONS AND DETAILS D.F. Drinking Fountain/ MAINT. Maintenance Fir DouDIA. T.S.W. T.V. Top of Sidewalk Television 222 CALIFORNIA REFERENCE N0. Diameter MAX. Maxmufm 283 1 A-4.2 BUILDING SECTIONS DIAG, Diagonal M.B. Machine Bolt DIM. Dimension MECH. MechanicalU.L . Underwriters -----� A-5.1 FINISH, DOOR, AND WINDOW SCHEDULES DISP. Dispenser MEMS. Membrane DN. Down Laboratory ELEVATION 6* MEZZ. Mezzanine DR. Door MFR. Manufacturer U.N.O. Unless Noted THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, A-5.2 DOOR DETAILS DS. Downspout MH, Manhole D.S.P. Dry Standpipe MIN. Minimum U.O.N. Otherwise Unless otherwise A-5.3 WINDOW DETAILS DTL. Detail MIR. Mirror DWG. Drawing MISC. Miscellaneous V.C.T. Noted Vinyl Composition PART 6, CALIFORNIA CODE OF REGULATIONS, A-6.1 ENLARGED & CLERESTORY FLOOR PLANS DWR. Drawer M.O. Masonry Opening Tile SECTION 116(o)1. MTD. Mounted VERT. Vertical A-7.1 INTERIOR ELEVATIONS MTL. Metol VEST, Vestibule 3/4 3700 150 1400 A-7.2 INTERIOR ELEVATIONS MUL. MullionV.T.R. VeRoorough E East EA. Each E.J. Expansion Joint N North V.W.C. Vinyl Wall Covering A-7.3 INTERIOR ELEVATIONS EL. Elevation N.I.C. Not in Contract FRENCH DOORS, SKYLIGHTS, CURTAIN WALLS, AND A-8.1 DETAILS ELEC. Electrical No. or # Number NOM. Nominal W West ELEV. Elevator EMER. Emergency N.T.S. Not To Scale 9 Y W.C.W With Water Closet ENCL. Enclosure WD. Wood IN ACCORDANCE WITH THE (NFRC) NATIONAL EQ. Equal OD Outside Diameter NOW. Window 0* FENESTRATION RATING COUNCIL'S INTERIM U -VALUE EQPT. Equipment O.A. overall W/O Without RATING PROCEDURE. E.W. Each Way oc On Center W.S. Wood Screw G. DEMISING WALL INSULATION SHALL BE INSTALLED IN EXH. Exhaust OFF. Office WT. Weight OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT EXP. Expansion OPP, Opposite W.W.F. Welded Wire ALLALL OP. CEILINGS, DUCT WORK, CONDUIT. EXT. Exterior OPER. Operable Fabric S T R U C T U R A L A B E"M E V I )RATIONS G R A"r" H I C S Y L S-1 GENERAL NOTES AND TYPICAL DETAILS S-1.1 TYPICAL DETAILS S-2 FOUNDATION PLAN AND DETAILS 1. HESE DRAWINGS DO NOT CONTAIN HE NECESSARY S. PROOF LOAD TESTS FOR EXPANSION TYPE ANCHOR BOLTS: D. ALL POWDER DRIVEN CONCRETE FASTENERS SHALL COMPONENTS FOR CONSTRUCTION SAFETY, BE ONE OF HE FOLLOWING: A SIZE TO THETHEAANCHOR ANCHHEDWEDGE S-3 LOW FLAT ROOF FRAMING PLAN AND DETAILS 2. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE FOR CATEGORY AND TOREFERS 1. HILTi, INC. SLOPE ROOF FRAMIONG PLAN AND DETAILS AND CONTRACTOR SHAEI EXTREME IN OUTSIDE DIAMETER FOR THE SLEEVE CATEGORY. ICBO NO.1290 EXCAVATING ANDTRENCHINGONTHIS SITE TO AVOID DN PINS - STEEL TRACK - C60 NO. 2388 S-4 LOW INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL E RESPONSIBILITY OF E CONTRACTOR TO LOCATE BE HH B. APPLY PROOF EST LOADS TO WEDGE &SLEEVE ANCHORS WITHOUT REMOVING HE NUT IF 2. ITW RAMSET/REDHEAD S-5 HIGH SLOPE ROOF FRAMING PLAN AND DETAILS ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A DRIVE PIN - WOOD PLATE - ICBO NO. 1147 S-6 CEILING FRAMING PLAN NOT THE COUPLER TO SAME TIGHTNESS DRIVE PIN -STEEL TRACK -ICBG N0. 1639 TO TERESPONSIB EOFORA HEGE. ARCHIA EO T S NOLOCATION OF HEEADED ORIGINAL NUT USING AE TORQUE WR NCH AND S-7 DETAILS UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR APPLY LOAD, 10. SPECIFICATIONS FOR AUTOMATIC END WELDED STUDS NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY C. FOR SLEEVE INTERNALLY THREADED CATEGORIES, A. MATERIAL: AUTOMATIC END WELDED STUDS SHALL BE NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED VERIFY THAT THE ANCHOR IS NOT PREVENTED FROM NELSON GRANULAR FLUX -FILLED SHEAR CONNECTOR OR S-8 DETAILS BE THE ONTRACTOR BASEPLATE OTHER FIXTUUR OVED EQUAL)STUDS SHALL PGR11015 S-9 DETAILS OOSEN AND BE MANUFACTURED OFOR ALLL EXPENSE OFEREPAIR OR RERED. BEOARITIONS EPLACEMENT OF S. F RESTRAINTIS FOUND, COLD ED STEEL. UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS SHIM OR REMOVE FIXTURE(S) PRIOR TO TESTING. WHICH CONFORMS TO ASTM A108. IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. D. REACTION LOADS FROM TEST FIXTURES MAY BE B. INSTALLATION: HE STUDS SHALL BE AUTOMATICALLY S-10 WALL ELEVATIONS AND DETAILS 3. THESE DOCUMENTS AND THE IDEAS AND DESIGNS APPLIED CLOSE TO THE ANCHOR BEING TESTED, END WELDED IN ACCORDANCE WITH THE MANUFACTURER'S INCORPORATED HEREIN, AS AN INSTRUMENT OF PROVIDED THE ANCHOR IS NOT RESTRAINED FROM RECOMMENDATIONS IN SUCH A MANNER AS TO PROVIDE PROFESSIONAL SERVICE, ARE THE PROPERTY OF WLC WITHDRAWING BY THE ti;:'tIRE(S). COMPLETE FUSION BETWEEN THE END OF THE STUD AND ARCHITECTS, INC., AND ARE NOT TO BE USED, IN WHOLE THE PLATE, THERE SHOULD BE NO POROSITY OR EVIDENCE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE E. EST EQUIPMENT IS TO BE CALIBRATED BY AN OF LACK OF FUSION BETWEEN HE WELDED END OF THE WRITTEN AUTHORIZATION OF WLC ARCHITECTS, INC. APPROVED TESTING LABORATORY IN ACCORDANCE STUD AND THE PLATE. THE STUD SHALL DECREASE IN WITH STANDARD RECOGNIZED PROCEDURES. LENGTH DURING WELDING APPROXIMATELY 1/8" FOR 5/8- 4, THE WORK SHOWN ON THESE DRAWINGS AS EXISTING AND UNDER,AND 3/16" FOR OVER 5/8" DIAMETER. CONDITIONS WAS PREPARED FROM INFORMATION F. THE FOLLOWING CRITERIA APPLY FOR HE WELDING SHALL BE DONE ONLY BY QUALIFIED WELDERS FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS ACCEPTANCE OF INSTALLED ANCHORS: APPROVED BY HE WELDING INSPECTOR. BELIEVED TO BE RELIABLE, WLC ARCHITECTS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS WLC ARCHITECTS, INC. 1. HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT C. INSPECTION AND TESTS: INSPECTION, IN ACCORDANCE 2212A.3 AND 2212A.5 LF)RIAWINGS RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH THE APPLICABLE EST LOAD. FOR WEDGE AND WITH TITLE 24, PART 2, SECTION OF ALL THE SHOP AND FIELD WELDING OPERATIONS FOR MAY HAVE QFEN INCORPORATED INTO THESE DRAWINGS SLEEVE TYPE ANCHORS. A PRACTICAL WAY TO THE AUTOMATIC END WELDED STUDS SHALL BE MADE BY A AS A RESULT DETERMINE OBSERVABLE MOVEMENT IS THAT QUALIFIED WELDING INSPECTOR (APPROVED BY HE 5, ALL FIRE LANES TO BE UNOBSTRUCTED DURING ALL HE WASHER UNDER HE NUT BECOMES LOOSE. DIVISION OF THE STATE ARCHITECT). THE TYPE AND PHASES OF CONSTRUCTION. CAPACITY OF HE WELDING EQUIPMENT SHALL BE IN 2. TORQUE WRENCH METHOD: THE APPLICABLE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 6. PENETRATIONS TO FIRE RATED MATERIALS OR EST TORQUE MUST BE REACHED WITHIN THE AND SHALL BE CHECKED AND APPROVED BY A WELDING ASSEMBLIES SHALL BE RESTORED TO EQUAL RATING. FIRE FOLLOWING LIMITS: INSPECTOR. STOP SYSTEMS AS LISTED BY UNDERWRITERS LABORATORIES SHALL BE INSTALLED PER FIRE WEDGE OR SLEEVE TYPE: ONE-HALF (1/2) AT THE BEGINNING OF EACH DAYS WORK, A MINIMUM OF RESISTANCE DIRECTORY. FIRE STOP SYSTEMS SHALL BE TURN OF HE TWO EST STUD WELDS SHALL BE MADE WITH THE AS SPECIFIED. NUT. EQUIPMENT TO BE USED TO METAL WHICH IS THE SAME AS THE ACTUAL WORK PIECE. THE EST STUDS SHALL 7. NONRESIDENTIAL ENERGY STANDARDS COMPLIANCEBE ONE-QUARTER (1T SUBJECTED TO A 900 BEND TEST BY STRIKING THEM STATEMENT (TITLE 24, PART 6): FOR TURN OF HE NUT F WITH A HEAVY HAMMER. AFTER THE ABOVE EST, THE WELD SECTION SHALL NOT EXHIBIT ANY TEARING OUT OR HE DESIGN INDICATED HEREIN COMPLIES WITH HE THE 3/8 IN. SLEEVE ANCHOR ONLY. CRACKING. REQUIREMENTS OF THE ENERGY CONSERVATION 1 STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF G. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER1 13 12 REGULATIONS. THE PROPOSED BUILDING(S) WILL BE IN INSTALLATION OF THE SUBJECT ANCHORS. COMPLIANCE NH THE ENERGY CONSERVATION 5 O* O* STANDARDS PROVIDED IT (THEY) IS (ARE) BUILT H. ALL ANCHOR BOLTS OF THE EXPANSION TYPE ACCORDING TO HESE DRAWINGS AND SPECIFICATIONS (LOADED IN EITHER PULLOUT OR SHEAR) SHALL HAVE AND PROVIDED ANY FUTURE IMPROVEMENTS ARE 50 PERCENT OF THE BOLTS (ALTERNATE BOLTS IN COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE ANY GROUP ARRANGEMENT ALLOWED BY HE TYPE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE P HAVE BEEN PREPARED TO OF SUBSTRATE AND DIAMETER OF BOLT LISTED I INCLUDE ALL SiGNI,'-1CANT ENERGY CONSERVATION BELOW UNDER EST VALUES TABLE) PROOF TESTED SPACE USE AND OCCUPANT LOAD FEATURES REQUIRED FOR COMPLIANCE WITH THE IN TENSION TO TWICE THE ALLOWABLE TENSION STORAGE, 300 S.F./OCC. STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED LOAD. IF THERE ARE ANY FAILURES, THE IMMEDIATELY -` -- I AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ADJACENT BOLTS MUST THEN ALSO BE ESED, TESTING N ON THE PLANS. SHALL BE PERFORMED IN ACCORDANCE NH TiTLE 24, PART 2, SECTION 1925A.3.5. 6. ENVELOPE MANDATORY MEASURES: 1. ALL BOLTS MUST HAVE I.C.B.O. APPROVAL. EXERCISE ROOM, 50 S.F./OCC. M E C H A N I C A L M0.1 ABBREVIATIONS, NOTES AND SYMBOLS M0.2 TITLE 24 ENERGY COMPLIANCE M1.1 MECHANICAL EQUIPMENT SCHEDULES M2.1 MECHANICAL FLOOR PLAN AND ROOF PLAN M3.1 MECHANICAL DETAILS P L U M B I N G P0.1 LEGEND, SCHEDULES 8c GENERAL NOTES P1,1 SITE PLAN P2.1 FLOOR PLAN P2.2 ROOF PLAN P3.1 TOILET ROOM AND PARTIAL FLOOR PLANS P4.1 DETAILS E L E C T R I C A L E-1 SYMBOLS, GENERAL NOTES, FIXTURE SCHEDULE E-2 SYMBOLS, GENERAL NOTES, FIXTURE SCHEDULE E-3 ELECTRICAL SiTE PLAN E-4 LIGHTING PLAN E-5 POWER PLAN E-6 SIGNAL PLAN E-7 ROOF PLAN E-8 ELECTRICAL DETAILS L A N D S C A P I N G L-1 TREE, VINE AND G.C. PLANTING PLAN L-2 SHRUB PLANTING PLAN L-3 PLANTING DETAILS L-1.1 IRRIGATION CONSULTANT A. INSTALLED INSULATING MATERIALS SHALL HAVE SPACE USE AND OCCUPANT LOAD J. ALL ANCHOR BOLTS OF THE EXPANSION TYPE SHALL 1. STORAGE, 300 S.F./OCC. 6 +------ ------------j r 3 d -` -- I CASES WHEN APPROVED BY HE CHECKING BEEN CERTIFIED BY THE MANUFACTURER TO N BE ONE OF THE FOLLOWING: TURN -OUT LOCKERS, 50 S.F,/OCC. 6. i 7. EXERCISE ROOM, 50 S.F./OCC. i ELECTRICAL/MECH. ROOM, 300 S.F,/OCC. COMPLY WITH THE CALIFORNIA QUALITY STANDARDS INSPECTOR. HE SHALL OQSERVE HE TESTING OF 10. KITCHEN, 100 S.F./OCC. THE FIRST 10 FASTENER INSTALLATIONS. A EST SHOP, 100 S.F/OCC. 12. "PULL-OUT" LOAD OF NOT GESS THAN TWICE THE DESIGN LOAD, OR 200 POUNDS, WHICHEVER IS FLOOR S I 1/16" = 1 GREATER, SHALL BE APPLIED TO THE PIN IN SUCH A LAUNDRY ROOM, 100 S.F./OCC. FOR INSULATING MATERIAL. MANNER AS NOT TO RESIST HE SPALLING 1. RAWLPLUG CO., INC. - RAWL BOLT - ICBO NO. LOBBY, 100 $.F./OCC. TENDENCY OF THE CONCRETE SURROUNDING THE I PIN. HEREAFTER, RANDOM'TESTS UNDER THE PROJECT INSPECTOR'S VISION SHALL BE MADE OF APPROXIMATELYLY 11'IN 10 PINS, EXCEPT THAT GOVERNING CODES: 1994 UNIFORM BUILDING CODE I B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN 4514, 2. ITW RAMSET/REDHEAD -SLEEVE ANCHOR - CCR TITLE 24 INSTALLATIONS MUST BE TESTED AND UNFAIR PINS 1992 NFPA 1500 1O 134 I ----j 1997 iJPC , UMC 6 1996 NEC 93 1 1 OCCUPANCY GROUP: B, SECTION 304.1 I COMPLIANCE WITH THE FLAME SPREAD RATING AND SPACE USE- REFER TO SCHEDULE ICBO NO. 1372 TABLE NO. 5-13 AND SECTION 606 1 13 FLOOR AREA IN SQUARE FEET ALLOWABLE AREA: 8,000 S.F. TABLE NO. 5-B ° OCCUPANT LOAD ALLOWABLE AREA 16,000 S.F. SEPARATION ON 4 SIDES 213 INCREASES: SECTION 505.1.3, 100% I USE AREA EXCLUDED FROM COMPUTING 48,000 S.F. AUTOMATIC FIRE SPRINKLERS OCCUPANT LOAD OF BUILDING, UBC 1003.2.2.2.1 SMOKE DENSITY REQUIREMENTS OF [TITLE 24, PART ----►4 PATH OF EGRESS 3. HILTi, INC. - KWIK BOLT II - ICBO NO. 4627 TOTAL ALLOWABLE AREA: 48,000 S.F. (NUMBER INDICATES OCCUPANT LOAD) ACTUAL AREA: 6,259 S.F. 2* I I LYS I �* 0* 0* I 2, CALIFORNIA CODE OF REGULATIONS, SECTIONS 707 AND 2602.1 [UNIFORM BUILDING CODE, SECTIONS I I 1 707 AND 2602.] EST VALUES 24..r.--------- ----- `- T ---_--r---, C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL AND NORMALWEIGHT OR LIGHTWEIGHT CONCRETE9 ( 12 BE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL &. CAULKED, GASKETED, WEAHERSTRIPPED OR 16* 1 29* 54 OTHERWISE SEALED. ANCHOR WEDGE SLEEVE 6 -.- - - - - - - - - i t D. SITE CONSTRUCTED DOORS, WINDOWS, AND I SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT DIA. TENSION ' TORQUE TENSION TORQUE I I AND THE BUILDING, AND SHALL BE (IN) LOAD (LBS) (FT -LBS) LOAD (LBS) (FTOLBS) WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS g0 2 J 14 DOORS AND FIRE DOORS). i/4 800 10 400 4 i 7 180 83 i E. MANUFACTURED DOORS AND WINDOWS INSTALLED 3/8 1100 25 700 10 283 1 2* 1 * -----� SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY 6* THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, 1/2 2000 50 900 20 PART 6, CALIFORNIA CODE OF REGULATIONS, SECTION 116(o)1. 5/8 2300 80 1100 45 F. MANUFACTURED FENESTRATION PRODUCTS IN THE 3/4 3700 150 1400 90 ENVELOPE OF THE BUILDING, INCLUDING, BUT NOT LIMITED TO, WiNDQWS, SLIDING GLASS DOORS, 1 FRENCH DOORS, SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR U -VALUE 12 IN ACCORDANCE WITH THE (NFRC) NATIONAL 25 0* FENESTRATION RATING COUNCIL'S INTERIM U -VALUE 9. POWDER DRIVEN CONCRETE FASTENERS: RATING PROCEDURE. A. GENERAL: USE OF POWDER DRIVEN CONCRETE G. DEMISING WALL INSULATION SHALL BE INSTALLED IN FASTENERS FOR TENSION LOADS IS LIMITED TO OPAQUE PORTIONS OF FRAMED WALLS (EXCEPT SUPPORT OF MINOR LOADS LIKE ACOUSTICAL ALLALL OP. CEILINGS, DUCT WORK, CONDUIT. B. ALLOWABLE LOADS: IN GENERAL, LOADS SHOULD BE APPRw,v AL SPACE USE AND OCCUPANT LOAD LIMITED TO LESS THAN 100 POUNDS. HOWEVER, 1. STORAGE, 300 S.F./OCC. GREATER LOADS MAY BE PERMITTED FOR SPECIAL OFFICE, 100 $.F./OCC. 3. CASES WHEN APPROVED BY HE CHECKING 4. N SUPERVISOR OR FIELD ENGINEER. TURN -OUT LOCKERS, 50 S.F,/OCC. 6. C. TESTING: THE OPERATOR, TOOL, AND FASTENER 7. EXERCISE ROOM, 50 S.F./OCC. SHALL BE PREQUALIFIED BY THE PROJECT ELECTRICAL/MECH. ROOM, 300 S.F,/OCC. 9. INSPECTOR. HE SHALL OQSERVE HE TESTING OF 10. KITCHEN, 100 S.F./OCC. THE FIRST 10 FASTENER INSTALLATIONS. A EST SHOP, 100 S.F/OCC. 12. "PULL-OUT" LOAD OF NOT GESS THAN TWICE THE DESIGN LOAD, OR 200 POUNDS, WHICHEVER IS FLOOR S I 1/16" = 1 GREATER, SHALL BE APPLIED TO THE PIN IN SUCH A LAUNDRY ROOM, 100 S.F./OCC. 15. MANNER AS NOT TO RESIST HE SPALLING 16. LOBBY, 100 $.F./OCC. TENDENCY OF THE CONCRETE SURROUNDING THE PIN. HEREAFTER, RANDOM'TESTS UNDER THE PROJECT INSPECTOR'S VISION SHALL BE MADE OF APPROXIMATELYLY 11'IN 10 PINS, EXCEPT THAT GOVERNING CODES: 1994 UNIFORM BUILDING CODE AREA IDENTITY COD ANALYSIS WHEN HE DESIGN LOAD EXCEEDS 100 POUNDS, ONE CCR TITLE 21 (ESSENTIAL SERVICES BUILDING) HALF OF THE PINS SHALL BE TESTED. SHOULD FAILURE OCCUR ON ANY PIq TESTED, ALL CCR TITLE 24 INSTALLATIONS MUST BE TESTED AND UNFAIR PINS 1992 NFPA 1500 REPLACED. 1997 iJPC , UMC 1996 NEC OCCUPANCY GROUP: B, SECTION 304.1 CONSTRUCTION TYPE: VN-SPRINKLERED, SPACE USE- REFER TO SCHEDULE TABLE NO. 5-13 AND SECTION 606 1 13 FLOOR AREA IN SQUARE FEET ALLOWABLE AREA: 8,000 S.F. TABLE NO. 5-B ° OCCUPANT LOAD ALLOWABLE AREA 16,000 S.F. SEPARATION ON 4 SIDES NOTE: * (ASTERISK) INDICATES ACCSESSORY INCREASES: SECTION 505.1.3, 100% I USE AREA EXCLUDED FROM COMPUTING 48,000 S.F. AUTOMATIC FIRE SPRINKLERS OCCUPANT LOAD OF BUILDING, UBC 1003.2.2.2.1 SECTION 505.3, 300% ----►4 PATH OF EGRESS TOTAL ALLOWABLE AREA: 48,000 S.F. (NUMBER INDICATES OCCUPANT LOAD) ACTUAL AREA: 6,259 S.F. G E INE; RAAL I LYS I CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6720 FAX (909) 350-7676 SAN BERNARDINO COUNTY FIRE AGENCY POST OFFICE BOX 1040 FONTANA, CA 92335 (909) 829-4441 FAX (909) 357-1551 APPROVED: ROBERT 'W. WEDDLE, P.E, DATE: CITY ENGINEER CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME APPRw,v AL SPACE USE AND OCCUPANT LOAD SCHEDULE, TABLE NO. 10--A I 1. STORAGE, 300 S.F./OCC. 2. OFFICE, 100 $.F./OCC. 3. APPARATUS ROOM, 200 S.F./OCC. 4. DORMITORY, 50 S.F./ OCC. 5. TURN -OUT LOCKERS, 50 S.F,/OCC. 6. SHOWER/TOILET 7. EXERCISE ROOM, 50 S.F./OCC. 8. ELECTRICAL/MECH. ROOM, 300 S.F,/OCC. 9. DINING ROOM, 15S.F./OCC. 10. KITCHEN, 100 S.F./OCC. 11. SHOP, 100 S.F/OCC. 12. LIVING ROOM, 15 S.F./OCC. 13. PUBLIC RESTROOM, 100 S.F./000. 14. LAUNDRY ROOM, 100 S.F./OCC. 15. TRAINING RQQM, 15 S.F./OCC. 16. LOBBY, 100 $.F./OCC. CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV -1 PROJECT NAME DATE FONTANA FIRE STATION y78 3-20-99 PROJECT ACUrSS .. 7282 CITRUS AVE, FONTANA, CA 92069 -i PRINCIPAL DE d Edh9 WLC * ARCHITECTS 909 987-0909 PHASE OF tX.W5TRUCTYCN DOWWNTA71ON AUTHORy {809) 278-8056 Date_ FiareemaAf T.P. DESIGN UAe GENERAL INFO TION wWTION VALUE R-19, R-22) CONSTRUCT TYPE (eq. Bbck, woad, M.tal) DATE Of PLANSBLARING MARCH 1998 cownoNED FLOOR AREA - CLIMATE ZONE - BUIL MG TYPE ® NONRESIDENTIAL ❑ Waf1 RISE RESIDENTIAL E] HOTEL / M07F1 aJEST ROOM PHASE OF tX.W5TRUCTYCN Q NEW eoNSLRuctlaN ❑ AooltroN ❑ ALTERATION ❑ tRacaNdTaF1Fn (cs. At1ldoMt) I=-.-- ENVELOPE COMPONENT ❑ O'vERALL ENbELOPE ❑ PERFORMANCE STATEMENT OF COMPLIANCE i This Certificate of compliance lists the building features and performance s edficotions needed to comply with Title 24, Pats 1 and 6 of the Coittrnia Code Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Des er hereby certifies that the proposed building design represented In this set of construction dawments b consistenk wth other compliance forms and worksheets, with the specifications, and with any other calculations submitted with'this permit application. The proposed building has been designed to meet the envelope requirements contained In factions 110, f16 through 118, and 143 or 149 of Tide 24, Part 6,Cha ter 1. Please check one: ❑ 1 hereby affirm that I am el'ihle under the provisions of Division 3 of the Business and Proffessions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. ❑ 1 affirm that I am eligible under the exemption to Divisim3 of the Business Professions code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I an a licenced omtrocta preparing documents for work that I have cantracted to perform. ❑ 1 offMm that 1 am eligible under the exemption to Division 3 of the Business and Professions Code by Section_ of the Code to sign this document as the person responstle for its preparation; and for the following reason: PRINCIPAL NMELO DESIGNER - SIGNATURE NO. A LARRY WOLFF 09784 1/31/00 [INSTRUCTIONSTQ APPLICAN Indicate location on plans of Note Block for Mandatory Measures GENERAL NOTES T-1 INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and dl Energy Efficiency Standards forms, please refer to the Nonresidential Manual published by the CdNomia Energy Commission. ENV -1: Required on plans for di submittrls. Part 2 may be Incorporated in khedules on plans. ENV -2: Used for oil submittals; choose appropriate version depending on, method of envelope compliance. ENV -3: Optional. Use if default U -values are not used. Choose appropriate version for U -value to be attached, NonreNd�ntkd C-pS... Farm , Dezember 1991 CERTIFICATE OF COMPLIANCE Part 2 of 2 ENV -1 PROJECT HAMS FONTANA FIRE STATION No. 78 ATE 3-20-99 OPAQUE SURFAM ASSEMBLY NAME (ea. wad -1, "oar -1)( wWTION VALUE R-19, R-22) CONSTRUCT TYPE (eq. Bbck, woad, M.tal) LOCATION / COMMENTS (09.-&W-ded Whit;. D".h¢ *tar.) :NOTE TO :� FffiD WALL -I R-19 WOOD EXTERIOR WALL MAP WALL -II - CONCRETE EXTERIOR WALL ROOF R-30 WOOD ROOF SKYLIGHTS $KYUGHT NAA# (p. Sky -1) NO. OF PANE$ U -VALUE FRAME TYPE (p. wood, Mkal, kir) SKYLIGHT MATERIAL (% Gla, Matta, kir) GLAZING TYPE (p. pear, Ata) :NOTE To::; - FIELD-...: N/A - - MAP - - NOTES TO FIELD - For Building Department U e Only NenroMdntli compsa,o. Fern ., D+eember 1991 CERT. OF COMPLIANCE ARCHITECT WLC Architects, Inc. 10470 Foothill Boulevard, Virginia Dare Tower Rancho Cucamonga, CA 91730 (909) 987-0909 FAX (909) 980-9980 CIVIL ENGINEER MSL Engineering, Inc. 402 W. Arrow Hwy, Suite 4 San Dimas, CA 91773 (909) 305-2395 FAX (909) 305-2397 STRUCTURAL ENGINEER K.B. Leung and Associates, Inc. 9320 Baseline, Suite D Alta Loma, CA 91701 (909) 944-0029 FAX (909) 944-7983 MECHANICAL/PLUMBING ENGINEER BP & Associates, Inc. 14471 Chambers Road Tustin, CA 02780 (714) 734-1777 Fax (714) 734-1783 ELECTRICAL ENGINEER OMB ElectricQl Engineers, Inc. 23412 Moulton Parkway, Suite 230 Laguna Hills, Ca 92653 (949) 830-1552 Fax (949) 830-8921 LANDSCAPE ARCHITECT RJM Design Group. Inc. 31591 Camino Capistrano San Juan Capistrano, CA 92691 (949) 493-2600 FAX (949) 493-2690 PROO"JEFE.00.1"lTEA' M PROJECT SITE FONTANA FIRE STATION No. 78 7282 CITRUS AVENUE " FONTANA, CA 92069 HIGHLAND 4 0 15 a F w BASELINE RD. AVE. 4 Q WALNUT ST ARROW BLVD. Virginia Dare Tower 10470 Foothill Blvd. Rancho Cucamonga California 91130-3754 tel: 909 987 0909 fax: 909 980 99'80 CONSULTANT APPROVED APPROVED J U L 3 0.2002 i z^ NO DATE, BY REMARKS DRAWN RG/AM CHECKED - DATE SEPTEMBER 1999 SCALE AS NOTED JOB NO, 98177 FOOTHILL BLVD. ARROW ROUE X11CINITY MAP AVE. 4 Q WALNUT ST ARROW BLVD. Virginia Dare Tower 10470 Foothill Blvd. Rancho Cucamonga California 91130-3754 tel: 909 987 0909 fax: 909 980 99'80 CONSULTANT APPROVED APPROVED J U L 3 0.2002 i z^ NO DATE, BY REMARKS DRAWN RG/AM CHECKED - DATE SEPTEMBER 1999 SCALE AS NOTED JOB NO, 98177