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HomeMy WebLinkAbout4077-1 , II I 51 K ARCM I FC I UI2F,INC. CITY OF FONTANA FIRE I 4 ) N 1 ` , A 2575 San Jdm nto Ave.,San Jadinto,Callfo ,a 92583-5316 Phone:951.92512504 Fax 951.925 02441 Email stk@3tkinc.com ---7,..- ,_ i CONSULTANT: 41 SAN BERNARDINO COUNTY ,..:4„. (. Ak . r ,, 4 RDIN FIRE DEPARTMENT STATION 79ON o co,_134 , 2,;----, -,--- milie., , ,,;,, ,:, ..... c..otarry- . ... ‘. ..,,,. I. „..,., _ , SAN BERNARDINOh -, , y - c'\ 7 g a ,i . sr � ,,711y 2? 5 1157 4. NN/''. '' Z' A.-=e,' :Z -ki\' `i FONTANA DEP- ART RD . , FONTANA , CA . PROJECT FOR: CITY OF FONTANA JOB SITE COYOTE CANYON RD CITY DRAWING CITY DRAWING CITY DRAWING PLUMBING CITY DRAWING ir NO. 4077 ARCHITECTURAL NO. 4077 STRUCTURAL NO. 4077 NO. 4077 PROJECT NAME: TI.I TITLE SI-ET I OF 66 A0.1 - SITE UTILITY PLAN 14 OF 66 S1.0 - DSFI WALL LAYOUT 31 OF 66 PI.1 - PLUMBING SCHEDULES 50 OF 66 PI.2 - PLUMBING SITE PLAN 51 OF 66 FIRE STATION TI.2 CONDITIONS OF APPROVAL 2 OF 66 A0.2 - S.C.E. NOTES, DETAILS 15 OF 66 SU - LATERAL RESISTING SCHEMATIC 32 OF 66 P2"I - PLUMBING FLOOR PLAN - 52 OF 66 TI.3 CONDITIONS OF APPROVAL 3 OF 66 AND PLAN SI.2 - LA 1 CkAL RESISTING SCHEMATIC 33 OF 66 WASTE AND VENT 1 79 A0.3 - VERIZON NOTES, DETAILS 16 OF 66 $1.3 - STORAGE BUILDING 34 OF 66 P2.2 - PLUMBING FLOOR PLAN - 53 OF 66 • 5075 DUNCAN CANYON RD. CML AND PLAN WATER AND GAS AVENUE / FONTANA, CA. i OF 5 PRECISE GRADING PLAN TITLE SHEET 4 OF 66 AI"1 - SITE PLAN 17 OF 66 - P3.I - PLUMBING DETAILS 54 OF 66 })- 5I.4SHADE STRUCTURE 35 OF 66 2 OF 5 PRECISE GRADING PLAN 5 OF 66 $1.5 - FUEL TANK CANOPY 36 OF 66 MECHANICAL AI.2 - SITE DETAILS 18 OF 66 3 OF 5 PRECISE GRADING PLAN DIMENSION PLAN 6 OF 66 SI.6 - GENERATOR STORAGE STRUCTURE 37 OF 66 Ri 4 OF 5 PRECISE GRADING PLAN SECTIONS 7 OF 66 41.3 - SITE DETAILS- SHADE STRUCTURE 19 OF 66 S2.0 - FOUNDATION PLAN 38 OF 66 Ml.1 - MECHANICAL SCHEDULES 55 OF 66 `� MI.2 - MECHANICAL TITLE 24, NOTES 56 OF 66 LOCATION MAP N.T.S. Irj 5 OF 5 PRECISE GRADING PLAN S.W.PPP. PLAN 8 OF 66 A1.4 - SITE WALL FI FVATIONS 20 OF 66 S3.0 - TRUSS LAYOUT PLAN 39 OF 66 B AND MANDATORY MEASURESA2.I - DIMENSION PLAN 21 OF 66 STRUCTURAL OCCUPANCY GROUP - B I OF 2 ONSITE WATER/ SEWER PLAN 9 OF 66 - M2.1 - MECHANICAL FLOOR PLAN 57 OF 66 TYPE OF CONSTRUCTION - V-N 8 A2.2 - PLAN 22 OF 66 S3.1ROOF PLAN 40 OF 66 SPRINKLERED (?) - YES 2 OF 2 ONSITE WATER/ SEWER PLAN 10 OF 66 M3.1 - MECHANICAL DETAILS 58 OF 66 STORIES - 1 5 STRUCTURAL - HEIGHT - 1 -6" �- A2.3 SCHEDULES 23 OF 66 M3.2MECHANICAL DETAILS 59 OF 66 m o c, LANDSCAPE A2.4 - DOOR / WINDOW DETAILS24 OF 66 S4.0 - SECTIONS - STRUCTURAL 41 OF 66 BASIC ALLOWABLE FLOOR AREA - 8,000 S.F. 9 a p 54.1 - SECTIONS - STRUCTURAL 42 OF 66 ELECTRICAL ALLOWABLE AREA INCREASES CO nh L-I - PLANTING PLAN II OF 66 425 - -ROOF PLAN, REFLECTED CEILING 25 OF 66 SEPARATION ON 4 SIDES 15 X 5% 75% (MAX.) Q - 14,000 S.F. Q r--`t? L-2 - IRRIGATION PLAN 12 OF 66 PLAN e DETAILS S5.0 - PRE-FABRICATED WALL PANELS 43 OF 66 ELI - F1 FCTRICAL LEGEND, 60 OF 66 AUTO SPRINKLER SYSTEM - o A3.1 - BUILDING SECTION, DETAILS 26 OF 66 ROOF PALLS & GENERAL NOTES _ ABBREVIATIONS AND NOTES 3 X ALLOWABLE FLOOR AREA = 42,000 S.F. a�" L-3 DETAILS AND SPECIFICATIONS 13 OF 66 EI"2 T-24 LIGHTING CALCULATIONS 61 OF 66 SS.I - PRE-FABRICATED TRUSSES 44 OF 66 LIGHTING FIXTURE SCHEDULE TOTAL ALLOWABLE FLOOR AREA - 42,000 S.F. A3.2 - ELEVATIONS, DETAILS 27 OF 66 55.1.1 - TYPE 2 WALL PANEL 45 OF 66 ACTUAL FLOOR AREA - 6,253 S.F. EI.3 - ELECTRICAL PANEL SCI-EDLIES 62 OF 66 A4.I - ENLARGED LOBBY PLAN 28 OF 66 55.1.2 - TYPE 3 WALL PANEL 46 OF 66 SINGLE LINE DIAGRAM STORAGE BUILDING E INTERIOR ELEVATIONSOCCUPANCY GROUP - SI EIA - Fl FCTRUCAL SITE PLAN 63 OF 66 TYPE OF CONSTRUCTION - V-N ISSUE INFORMATION: A5.1 - INTERIOR ELEVATIONS 29 OF 66 55.2 - PRE-FABRICATED DETAILS 47 OF 66 E2.I - FI FCTRICAL LIGHTING PLAN 64 OF 66 SPRINKLERED (?) - YES DATE: INFORMATION: S5.3 - PRE-FABRICATED DETAILS 48 OF 66 E2.2 - ELECTRICAL POWER PLAN 65 OF 66 HEIGHT - 11r-4" PLAN CHECK A6.1 - MISCELLANEOUS DETAILS 30 OF 66 A106,05 REVISION DATA BASIC ALLOWABLE FLOOR AREA - N.A. PLAN CHECK S5.4 - PRE-FABRICATED DETAILS 49 OF 66 ACTUAL FLOOR AREA - 576 S.F. ©W 2006 REVISION DATA 2.1 - DATA FLOOR PLAN 66 OF 66 SHADE STRUCTURE ®MAY 2006 IPLASION LCK OCCUPANCY GROUP - UI ApY 18,2006 REVISION LCK TYPE OF CONSTRUCTION - V-N DEC 2007 AS-BUILT SPRINKLERED (?) - NO SHEET INDEX STORIES - I HEIGHT - 16'-4" BASIC ALLOWABLE FLOOR AREA - N.A. TI-E GENERAL BUILDING CONTRACTOR SHALL SUBMIT TO ACTUAL FLOOR AREA - 1,144 S.F. CITY OF FONTANA BUILDING >a SAFETY DEPARTMENT I NSPECT I ON G 4!CKL I ST THE FOLLOWING DOCUMENTS FOR REVIEW AND APPROVAL CIVIL ENGINEER MECHANICAL ENGINEER GENERATOR STORAGE P BUILDING ERMIT= INSTALLED INSULATING MATERIAL SHALL HAVE 1^1/ 6EOTEGf�N I GAEL ENC I1�lEER PRIOR TO OBTAINING A.J. FRICK, CIVIL ENGINEERING T-SQUARED OCCUPANCY GROUP - S3 BEEN CERTIFIED BY THE MANUFACTURER TO ARNIE FRICK PROFESSIONAL ENGINEERING TYPE OF CONSTRUCTION - V-N SHEET INFORMATION: COMPLY WITH THE CALIFORNIA QUALITY 1. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED, SPRINKLERED (?) = NO 41581 JOHNSTON AVENUE FARZAD TADAYON DESCRIPTION ENGINEERED AND BUILT BY GENERAL CONTRACTOR 8 HEMET, CA. 92544 1340 SPECIALTY DR. STORIES - I PROJECT NO.: - STANDARDS FOR INSULATING MATERIAL. FIRE SPRINGER SUB-CONTRACTOR. GENERAL (951) 925-8057 SUITE E HEIGHT - II'-0" BUILDING PAD - ONCE OVER CONTRACTOR TO DESIGN TI-E SYSTEM TO MEET NFPA (951) 925-8057 FAX VISTA CA. 92081 BASIC ALLOWABLE FLOOR AREA - N.A. SCALE: AS NOTED EXCAVATION WORK HAS REACHED I3R AND NFPA I3D AT STORAGE BUILDING. SPRINKLE32 (760) 560-0100 ACTUAL FLOOR AREA - 80 S.F. DATE: DECEMBER 2, 2005 ALL INSULATING MATERIALS SHALL BE INSTALLED BOTTOM. PLANS SHALL BE SUBMI I ►CU AND APPROVED BY THE IN COMPLIANCE WITH THE FLAME SPREAD RATING BUILDING PAD - WHEN OVER FIRE PREVENTION BUREAU UNDER A SEPARATE PERMIT' LANDSCAPE ARCHITECT FAX (760) 560-0101 PLOT DATE: AND SMOKE DENSITY REQUIREMENTS OF EXCAVATION MATERIAL IS BEING [CBC 106.3.3] N.I.0 = "NOT IN CONTRACT" FUEL TANK CANOPY DRAWING NAME: F579-T1.1 PLACED. TESTS SHOULD BE TAKEN ALHAMBRA GROUP ELECTRICAL ENGINEER OCCUPANCY GROUP = H2 SECTION 2602 AND 707 OF THE CBC. m 2'-O" VERTICAL INTERVALS. 2. PROVIDE PROJECT SIGN PER SPECIFICATIONS VINCE, DI DONATO TYPE OF CONSTRUCTION - V- I-HR SPECIAL CONDITIONS PAGE 1 ARTICLE SC-3. SURVEYING= MATERIAL IMPORT -WHEN PLACEMENT 41635 ENTERPRISE CIRCLE PROFESSIONAL ENGINEERING STORIES - I T-SQUARED SPRINKLERED (?) = NO SEAL: 3. COMPLY W/ C.B.C. SECTION 3303.7 - A. PERMANENT SURVEY MARKETS SUITE C OF IMPORT MATERIAL. TESTS SHOULD FARZAD TADAYON HEIGHT - 13'-0" ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING BE TAKEN RID 2'-0" VERTICAL INTERVALS. "PEDESTRIAN PROTECTION" DURING CONSTRUCTION. THE CITY OF FONTANA WILL HAVE TI-E PROJECT CIVIL ENGINEER PERFORM TEMECULA, CA. 92590 BASIC ALLOWABLE FLOOR AREA - N.A. ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR 4. GENERAL CONTRACTOR TO PROVIDE ALL ALL THE SURVEYING FOR THIS PROJECT CONTRACTOR SHALL TAKE NECESSARY (951) 296-6802 1340 SPECIALTY DR. CONCRETE - PRIOR TO ANY BUILDING BACKING/FRAMING AS NECESSARY FOR LIGHTS, MEASURES TO ENSURE THE PRESERVATION OF SURVEYS MONUMENTS AND BENCH SUITE E ACTUAL FLOOR AREA - 608 S.F. LEAKAGE SHALL BE CAULKED, GASKETED, OR OR SITE CONCRETE PLACEMENT. GRAB BARS, PLASTER REVEALS, ETC. MARKS. CONTRACTOR SHALL NOT DISTURB PERMANENT SURVEY MONUMENTS WITHOUT ARCHITECT VISTA , CA. 92081 WEATHERSTRIPPED . (NON-RETAINING CMU WALLS DO NOT THE CONSENT OF THE ARCHITECT AND SHALL BEAR THE EXPENSE OF REPLACING (760) 560-0100 REQUIRE TESTING) 5. THE FOLLOWING ARE UNDER SEPERATE ANY THAT MAY BE DISTURBED. ONLY THE PROJECT CIVIL ENGINEER SHALL PERFORM STK ARCHITECTURE INC. FAX (760) 560-0101 NOTE PERMITS (TO BE OBTAINED BY THE G.V. OR CAROL CONCRETE - PRIOR TO THE PLACEMENT GENERAL CONTRACTOR) SIGNS, SURVEYING FOR AND THE REPLACEMENT OF PERMANENT SURVEY MONUMENTS. "ALL WORK SHALL COMPLY WITH CURRENTLY SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS OF BASE, STEEL, � CONCRETE. THE FLAGPOLE, FUEL TANKS, LIGHT POLES, ETC. 42095 ZEVO DRIVE SUITE AI5 GEOTECHNICAL ADOP 1 W 2001 CBC, CEC, T-24-6, CMC, CPC, Za CFC. CONCRETE SUB-GRADE SHOULD BE B. LOT STAKES TEMECULA, CA 92590 SHALL BE CAULKED BETWEEN THE UNIT AND THEINLAND FOUNDATION TESTED. THIS INCLUDES ALL CONCRETE 6. THIS (951) 296-9110 PROJECT TO BE SERVED BY NATURAL GAS. MARKERS THAT OTHERWISE ARE LOST OR DISTURBED BY ITS OPERATIONS SHALL ENGINEERING INC. CODE INFORMATION (2001 CBC) SLABWORK. BE REPLACED AT CONTRACTORS EXPENSE BY THE PROJECT CIVIL ENGINEER. FAX (951) 296-6079 BUILDING, AND SHALL BE WEATHER STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS) 7. CLEANOUTSTILIINSTALLED UDR CONCRETE OR ASPHALT PAVNG SHALL BE LARRY STRAHM SITE UTILITY TRENCI�-ES -ALL SITE ACCESSIBLE BY YARD BOXES, OR EXTENDED FLUSH WITH PAVING WITH A C ALL ON SITE LOT STAKING REQUESTS FROM THE GENERAL CONTRACTOR SHALL 1310 SOUTH SANTA FE AVE. SHEET TITLE: UTILITY TRENCHES MUST BE TESTED 'BRASS CAP OR OTI-ER APPROVED MA tkIAL WI-ENSUB.ECT TO STRUCTURAL ENGINEERING SAN JACINTO, CA. 92583 FOR PROPER COMPACTION. VEHICULAR TRAFFICITMCC 15.0.04(F)] REQUIRE 48 HOUR WRITTEN NOTICE PRIOR TO THE REQUIRED STAKING DATE. THE AREA (951) 654-1555 MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL SITEELECTRICAL - REQUIRING STAKING SHALL BE FREE OF DIRT MOUNDS, CONSTRUCTION MATERIALS RASKIN ENGINEERING INC. A.P.N. PORTION OF 0226-091-48 TITLE SHEET HAVE AIR INFILTRATION RATES CERTIFIED BY THE ALL TRENCHES MUST BE TESTED 8. ELECTRICAL CONDUITS IN COMMERCIAL BUILDINGS TO BE BURIED EQUIPMENT, DEBRIS, ETC. IF STAKING IS REQUESTED BY THE GENERAL CONTRACTOR DAREN RASKIN, P.E. MANUFACTURER PER 2-53169(a)I. AFTER JULY I, 1993, FOR PROPER COMPACTION. 6' BELOW CONCRE 1 C SLAB. [ TMCC 15.04.050(0)] AND THE CIVIL ENGINEER IS UNABLE TO PERFORMED HIS TASK DUE TO OBSTRUCTION 11030 ARROW ROUTE X211 OWNER MANUFACTURED FENESTRATION PRODUCTS MUST BELANDSCAPE SLEEVES - ALL TRENCHES 9. VERTICLE GLAZING SHALL HAVE U-FACTORS PER NFRC 100-SB OP DEFAULT VALl1ES PBZ APPBCD( i OR ACM MwaJAL [CFC IXcEPT1oN TO 16(A) 2] IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PAY FOR THE ENGINEERS TIME. RANCHO CUCAMONGA, CA. 91730 (909) 980-8898 CITY OF FONTANA LABELED FOR U-VALUE ACCORDING TO NFRC FOR LANDSCAPE SLEEVES MUST BE CONTACT= CYRUS RAVAEI, P.E. LEGAL DESCRIPTIONIp. CONTACT COORDINATE INSPECTIONS OF LP.G. TANK AND PIPE p PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTIONTO VERIFY LOT LINES. PROCEDURES. ALSO ALL OVERHEAD DOORS OF TESTED FOR PROPER COMPACTION. W/ RICHARD F1 FINKO - SAFETY ENG. W/ 'DOSH" 8353 SIERRA AVE , APPARATUS ROOM. PROVIDE CERTIFICATES OFCELL # (714) 906-5461 FONTANA, CA. NOTE THE GENERAL CONTRACTOR (909) 350-7684 APPROVED BY CITY ENGINEER COMPLIANCE FOR DOORS, WINDOWS E INSULATION. SHOULD BECOME INTIMATELY FAMILIAR SHEET NO.: W/ THE SOILS REPORT PROVIDED AS PART OF THE SPECIFICATIONS. / - --6, Til TITLE 24 MANDATORY MEASURES INSPECTION CHECKLIST NOTES TO GENERAL. CONTRACTOR NOTES TO BIDDERS DESIGN TEAM CITY ENGINEER R.C.E. 51152 DATE DRAWING NUMBER 4077 1 of 66