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HomeMy WebLinkAbout1900 V :Y ry) O CITY 'OF RANCHO CUCANAONGA - - RED HHERITAGE CPARKS U r U �. 0 U z V ALMOND ST. HERITAGE COMMUNITY O PARK (BUILDING "C") HILLSIDE RD. OWNER: CITY OF RANCHO CUCAMONGA ! , CONTACT: MR. WALTER STICKNEY (909) 477-2700; EXT. 4076 ANYAN ST. AREA CONSTRUCTION OCCUPANCY * N LLJ TYPEUj La z NOTES: O ST BUILDING "A" 893 S.F. V-N GROUP S-DIVISION 3* 19TH ' LLJ v 1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE BUILDING "B" 668 S.F. V—N GROUP S—DIVISION 3 M o CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND S.F. V- - � � COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE BUILDING "C" 566 N GROUP SDIVISION 3* a OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND RED HILL COMMUNITY CLPROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED BASELINE ROA PARK (BUILDINGS "A" & "B") TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND HOLD CITY, ITS AGENTS AND THE DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Q o SOLE: NEGLIGENCE OF DESIGN. m * BUILDING SHALL NOT BE USED FOR: = Y 2. THE EXISTING INFORMATION SHOWN ON THESE PLANS HAVE BEEN TRANSFERRED = Q FROM DOCUMENTS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. THE ACCURACY 1 . STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. FOOTHILL BLVD. J OR COMPLETENESS OF EXISTING INFORMATION SHOWN CAN NOT BE GUARANTEED AND 2. HAZARDOUS MATERIAL STORAGE SHALL BE SUBJECT TO VERIFICATION BY THE CONTRACTOR. IF THE CONTRACTOR NOTICES n < ANY DISCREPANCIES BETWEEN EXISTING INFORMATION SHOWN ON THESE PLANS AND 3. ELECTRICAL CHARGING ACTUAL CONDITIONS, CONTRACTOR SHALL GIVE NOTICE OF SUCH FACT TO THE CITY OR 'TS REPRESENTATIVES WITHOUT DELAY. S rr " rr rr r. Q * PROVIDE 1 2A 40 BC FIRE EXTINGUISHER AT BUILDINGS A B AND C R.AIwHorUCAMONGAFIRE PROTECTION DISTRICT LU These plans have been reviewed f'or cornlianee wit,, cc 3. ALL ITEMS SHOWN ON THESE PLANS SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY * BUILDINGS "A", "B" AND "C" SHALL NOT BE HEATED OR COOLED. LOCATION MAP all Frl(able ciodes np Fit espisdirds as Ad aed by the Z LABELED AS EXISTING. trict D Approved Pending Fees 01 '�,-M­'ed for insiallahons < L 4. SEE SHEETS S1 AND S2 FOR ADDITIONAL NOTES. Q l)isapprmed. resubmit w,,ih Corrections '^ riur,udergncr,cnra �de%cloper,archncYidues not ro,c,,e ihTh,s review PROJECT ADDRESS: er of the responsibility O mcei all of the applicable Federal,Siaie. County.Cr. Fire Disinct Laws.C udcs,Ordinances or � z U n n n " RCgulatrun� SHEET INDEX REDHILL A AND B SubJeci to final appiuval b ricid „ispeciiunS d >i W w 7484 VINEYARD AVENUE 400—W bv_: TYPICAL ROOF: — — ARCHITECTURAL: HERITAGE PARK — BUILDINGS "C" 1i"`Iv ilcd by COLONIAL SLATE CONCRETE ROOF TILES BY LIFETILE CORPORATION. 5546 BERYL STREET Q SEE SPECIFICATIONS. INTENT IS TO MATCH EXISTING PARK BUILDINGS. T TITLE SHEET > NO SUBSTITUTIONS WILL BE ALLOWED. INSTALL ON WOOD BATTENS Al SITE PLANS BUILDINGS "A", "B", AND "C" O OVER 30LB. FELT UNDERLAYMENT. MATCH COLOR OF EXISTING ROOFINGS. A2 FLOOR AND ROOF PLANS BUILDINGS "A" & "B" CSC Cc INSTALL PER HIGH WIND SPECIFICATIONS. A3 FLOOR AND ROOF PLANS BUILDING "C" W A4 ELEVATIONS AND SECTIONS BUILDING "A" TYPICAL MASONRY WALLS: A5 ELEVATIONS AND SECTIONS BUILDING "B;; _ 0 A6 ELEVATIONS AND SECTIONS BUILDING C" z A7 SECTIONS AND DETAILS APPS ai v Q 8x4x16 SLUMPED BLOCK. GROUT ALL CELLS SOLID. RUNNING BOND. ENGINEERING DIVISION n � Li REINFORCING STEEL PER STRUCTURAL DRAWINGS. APPROVAL `S O COLOR: WHITE STRUCTURAL: Data —--- _ � � SLUMPED BLOCK TO BE PAINTED TO MATCH EXISTING PARK BUILDINGS IN COLOR. Approval of this plan by Engineering doe. Eke ° _ not constitute a permit for work within S1 STRUCTURAL GENERAL NOTES public right-of-way, only a release to the Pl�es+e ntn Jivis Build ng and Safety Division proceed for final inti3pection. COORDINATION AND CONSTRUCTION PROCEDURES S2 STRUCTURAL GENERAL NOTES with their building permit process. All a�9 ' S3 FOUNDATION & ROOF FRAMING BUILDING "A" AND "B" activities within the public right-of-way WIAY 1. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY S4 FOUNDATION & ROOF FRAMING BUILDING "C" sh;.iii be performed under a permit issueda RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND S5 FOUNDATION DETAILS tIjfough the E=ngineering Division. For PROCEDURES. OBSERVATION VISITS TO THE SITE BY CITY REPRESENTATIVES OF THE questions regardln Engineering Division ENGINEER OF RECORD DO NOT INCLUDE NECESSARILY INSPECTIONS OF THE PROTECTIVE MEASURES S6 DETAILS AND SECTIONS permit process a call (909) 4",-274(1 OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. THE SUPPORT SERVICES BY S7 DETAILS AND SECTIONS THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING OR AFTER CONSTRUCTION, ARE / PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN sv IDATE �/���� W ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS; BUT THEY DO C t,; of Rancho Cucamonga U„1 NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSIDERED AS UTILITIES: Ste_, 71/_�l S _ SUPERVISION OF CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT GENERAL CONSTRUCTION SEQUENCES AND METHODS TO BE U SITE PLAN - UTILITIES W USED TO CITY OF RANCHO CUCAMONGA FOR REVIEW AND APPROVAL PRIOR TO START OF E1 ELECTRICAL PLAN - BUILDING "A" CONSTRUCTION. --� 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE WORK OF ALL TRADES AND FIELD—VERIFY ALL EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION PRIOR TO PREPARATION OF SHOP DRAWINGS. THESE INCLUDE BUT ARE NOT LIMITED TO THE J ' FOLLOWING: CITY OF RANCHO CUCAMONGA t` A) ALL PLAN DIMENSIONS SHOWN ON DRAWINGS B) FLOOR ELEVATIONS w ) ROOF ELEVATIONS DIMPROVEMENTS AT RED HILL AND 0 ` D) LOCATION AND ELEVATIONS OR ALL MECHANICAL, ELECTRICAL AND PLUMBING PIPES, DUCTS AND EQUIPMENT. HERITAGE COMMUNITY PARKS REV: 4. ANY DISCREPANCY BETWEEN ITEMS LISTED ABOVE AND NEW CONSTRUCTION DRAWINGS SHALL BE SUBMITTED TO CITY OF RANCHO CUCAMONGA IN WRITING PROVIDING REV: A SIMPLE SKETCH OF EXISTING CONDITIONS FOR REVIEW PRIOR TO PREPARATION OF SHOP APPROVED BY: C.E. NO. 24953 REV: DRAWINGS. CITY ENGINEER ATS: Reg. Expires: 10-31-04 • 5. NO FABRICATION AND/OR CONSTRUCTION WORK SHALL BE UNDERTAKEN PRIOR TO Date: APRIL 2001 REVIEW AND APPROVAL OF THESE CONDITIONS BY THE CITY OF RANCHO CUCAMONGA. DESIGN Prepared By: corp. sole: As SHOWN V.V.V. Aufbau Drawn: A.S. DRAWN 639 W. Broadway, Suite E Job: A.S. Glendale, CA 91204 Sheet: (818) 240-3655 CHECKED Varton V. Vartonians R.C.E. NO. 38893 T V.V.V. Registration Expires: 3-31-04 in PROJECT SHEET NO. I OF 17 I eno r. . I a r 0 f z O C � O a O 00 m L0 O O U ^a, 0 N � W W W W W O U , I I I o . - - - - --- - ---- - -_-_� -- -- - ----- - - N000 = U HILLSIDE ROAD ; z I (E) SOUTH C�11UNE I I I aHILLSIDE ROA CD L O O O O d I I I I Oo O O C4 to N >- T- ZI ZI ZI m w D ? O E U ow VINEYARD AVENUE (E) WALKWAY x I I I I I (E) CURBw � _ U w Q U - _ W --- - - -- - - -- -- - - - - N100 Z - -- --_- - - - - - - - - E 1800 0 �� a- / I SOUTHERN BOUNDARY N500 I I I OF RED HILL PARK — \ U) // I � I I 0 % I I (E) WEST CURB LINE – _ – – _ – _ _ I _ _ El 700 Q BERYL STREET BUILDING �– LDING "B" W (E) MAI NT. — BUILDING I z I / I F- < � / f \ N600 z \ I f \/ BUILoINc W w 'An / \ \ MORE T20 FEETI V TTHA O THE NEAREST L"iJ a W PROPERTY LINE. \ \ yI / W (TYPICAL) (E) MAINT. Cr O BUILDING oc / ,f U) W _ I I I / - - - - - - - - - _ _ El 600 d. f \ v BUILDING CI EXISTING W ANDPARKING SPACES I �- co Z U a fLLJ I \\ \ I I I N700 i / U I I z a El 500 U) r z 00 / GRID LINES PER THE Q / I ORIGINAL RED HILL = PARK CONSTRUCTION CL Q / IGRID LINES PER THE I I Lu ORIGINAL HERITAGErr//�� 1D PARK CONSTRUCTION N800 vJ z -- – L;j _ FJ- -- 0 co REV: REV: » » N `; t J�, .t sj REV: 2 SITE PLAN BUILDING C Date: AP 1 SITE PLAN BUILDINGS "A" AND "B" ` APRIL 2001 Al SCALE: 1°=30' HERITAGE COMMUNITY PARK `w „> Al SCALE: 1"=30' RED HILL COMMUNITY PARK N Scale: AS SHOWN =3 Drawn: A.S. 1107pi Job: Sheet: Al PROJECT SHEET NO. 2 OF 17 l c�y�x) rQ V Z OW C F-- 2 5'-8" - 25'-8" 37'-4" Q Z U r Z 2'-8" - -T- 00 Cr OVERHANG �i o W 25'-8" 37'-4" U N N O Z 0 D I ' z ' t LAJ a I W /0- 2 - JJ � y C„ o (E) MAINTENANCE BUILDING o Z W I 2 BUILDING C LL !- vi 5 5:1 ! 00 STORAGE SHED ® O c o N (N) SLOPE (E) SLOPE o (566 SQ. FT.) a a N N 4 N Cn W OJ OJ 1 I m W CN N �A � N� �j I U Z Z X O W W CLLAJ >- - - - - - - - 0 Q U � ... .... ......... W ....................................................................................................................................................................................................................................... Z ....... O C1 cn — � o � TO q UNE � ' ' .� > w (TYP.) 22 -0 2 -0 U O N a W 0 ; i ( IZ (E) MAINTENANCE YARD (E) A.C. PAVEMENT y Cn ... ... ..... ^Q LLJ fr _Z N N 2 ROOF PLAN — BUILDING "C" REFERENCE 1 FLOOR PLAN — BUILDING C REFERENCE Q L Q3') SCALE: i"=1'-0" HERITAGE COMMUNITY PARK NORTH A3 SCALE: B"=1'-0• HERITAGE COMMUNITY PARK NORTH r^ f"- O ZU uJ W 2O uJ Q > F- 0 Cr crw CL _ w � J 0 f— z U Q W O cr CL z Q Q.. U LL " O � oz CC Q 06 J C M O W o LL. REV: ` q. REV: REV: Date: APRIL 2001 Scale: AS SHOWN Drawn: A.S. Job: „ Sheet: A3 PROJECT SHEET NO. 4 OF 17 -- 1 900 C� Z o w � Q Q 0 12 5f 12 , NEW ROOFING 5 U z g SIMILAR EXISTING ROOFING 0 J S6 — - TOP OF MASONRY U of . ♦ `v7 X A - r L CL i-1 L_,T�L��L7L7�LTS_I� s t_r LL z wL= - N (E) PERIMETER o _�_._�__� _=j 00 0 'm WALL _�:`� '— 'v' ao U �r-1_ ~- -- ao �L m w � Z C) w FINISH FLOOR Lj C 12" 6 Q U C� H: OF Z COLUMN 3 - 4 O SOUTH ELEVATION BUILDING C uj A6 SCALE: =1 -0 p 6 (� S7 2'-8" 2,_8" J 11 OVERHANG OVERHANG lie 2'-8" 12 -7- OVERHANG Le 5 1 4 As Er Z J F-- ss r-- TOP OF EXISTING Q PERIMETER WALL (n 0 z z W zU I- o (E) PERIMETER MASONRY WALL TS COLUMN MASONRY WALL W WALL - BEYOND °D WEA PERIMETER - PER PLAN BEYOND UJ (E) cc W Q F— FINISH FINISH FLOOR cc UJ - -- CL OF w COLUMN J Q F— z F— 3 SECTION — BUILDING C 2 WEST ELEVATION — BUILDING "C" w 40 SCALE: =1'-0" A6 SCALE: O cr a_ VJ 3'-5" z 0 OVERHANG - �... (N) ROOF FRAMING ui V TS BEAM °6 z PER PLAN - (n — zLLJ �_ 0 J Q (E) PERIMETER TS COLUMN ~ WALL BEYOND ~ W � J _ - = W V) REV: 12 �;�? b\ REV: OF REV: COLUMN r Date: APRIL 2001 3 vbr Scale: AS SHOWN 4 PARTIAL SECTION - BUILDING "C" ,: Drawn: A.S. A6 SCALE: j"=1'-O" Job: Sheet: A6 PROJECT SHEET NO. 7 OF 17 T77_�, 9m GENERAL FOUNDATION 22. EXPOSED CONCRETE FORMING AND FINISH SHALL BE AS NOTED ON CONSTRUCTION ELECTRICAL CONDUIT PLACEMENT DRAWINGS. SEE DRAWINGS FOR DETAILS. x 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF RANCHO CUCAMONGA BUILDING 1. THE FOUNDATION DESIGN IS BASED ON TABLE 18-1-A OF THE 1997 UBC. 1. CONDUIT IN CONCRETE SLABS. Q CODE (1997 UNIFORM BUILDING CODE), AND ANY OTHER REGULATING AGENCIES WHICH HAVE 23. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE (A) ELECTRICAL CONDUITS SHALL HAVE A DIAMETER NOT GREATER THAN ONE INCH AND AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION 2. ALL EXCAVATIONS SHALL BE INSPECTED, ALL COMPACTIONS OF FILL SHALL BE INSPECTED SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. SHALL BE PLACED WITHIN THE MIDDLE THIRD OF ANY STRUCTURAL SUPPORTED SLAB. OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THE NOTES AND BY THE CITY PRIOR TO POURING ANY CONCRETE. PROCEDURE AND DETAILS FOR SHORING, FOR SLABS ON GRADE, PLACE CONDUIT IN LOWER PORTION AND THICKEN SLAB LOCALLY. Z . SPECIFICATIONS WHICH ARE PROVIDED SEPARATELY. EXCAVATION, ETC., SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY FOR REVIEW. 24. READY MIX CONCRETE SHALL BE PLACED AFTER BATCHING IN LESS THAN 90 SPACING BETWEEN PARALLEL RUNS SHALL BE GEATER THAN THREE CONDUIT DIAMETERS. O w ~Q 2. BUILDING SHALL NOT BE OCCUPIED DURING REMODEL WORK WHERE: DO NOT OVEREXCAVATE. MINUTES. CONCRETE OVER 90 MINUTES OLD SHALL NOT BE PLACED. CONDUIT CONGESTION SHALL REQUIRE ADDITIONAL REINFORCING PER STRUCTURAL CC RECOMMENDATIONS. o L A) THE BUILDING STRENGTH IS SUBSTANTIALLY WEAKENED AT ANY POINT DURING THE 3. ALL FOOTINGS ARE TO EXTEND AT LEAST ONE FOOT BELOW THE BASE OF THE CONCRETE (B) ALUMINUM CONDUIT ENGINEER'S RECOMMM NOT PERMITTED. Q REMODEL WORK. SLAB ON GRADE. ANCHORAGE TO EXISTING CONCRETE (C) ELECTRICAL CONDUITS ARE NOT PERMITTED IN CONCRETE TOPPING OVER METAL DECK. B) REQUIRED EXITS ARE NOT AVAILABLE OR ARE OBSTRUCTED. C.) 4. WHEN TOP OF FOOTING ELEVATION IS NOT NOTED ON PLAN AND THE ELEVATION NEEDS TO C) REQUIRED FIRE SAFETY DEVICES SUCH AS SPRINKLERS, STAND PIPE OR ALARM SYSTEMS 2. CONDUIT IN MASONRY WALLS. ARE NOT OPERATIONAL. BE DROPPED MORE THAN 3'-0" FROM FINISHED SLAB OF' EXTERIOR GRADE DUE TO FIELD 1. ALL NEW REINFORCEMENT ANCHORED IN EXISTING CONCRETE SHALL BE EPDXY GROUTED (A) CONDUIT SHALL BE WIRED TO WALL REINFORCING. U CONDITIONS, THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER FOR APPROVAL. EXCEPT WHERE CEMENT GROUT IS SPECIFIED. (B) CONDUIT DIAMETER SHALL BE LIMITED TO 1/4 THE WALL THICKNESS AND SHALL BE 3. IF ANY CONFLICTS OR INCONSISTENCIES EXISTS BETWEEN THE SPECIFICATIONS AND THE PLACED 4 DIAMETERS ON CENTER, MINIMUM. DRAWINGS (INCLUDING THE GENERAL NOTES), THE DRAWINGS AND THE GENERAL NOTES 2. EPDXY ANCHORS AND DOWELS SHALL BE HILTI HIT HY-150 PER ICBG E.R. #5193 OR O ► SHALL TAKE PRECEDENCE. 5. FOOTINGS MAY BE DESIGNED TO IMPOSE BEARING PRESSURES OF 1000 PSF FOR CONTINUOUS FOOTINGS AND 1000 PSF FOR ISOLATED FOOTINGS. SIMPSON SET OR ET PER ICBO E.R. #5279. ALL ANCHORS SHALL BE A-36 RODS WHICH (C) ALUMINIMUM CONDUIT IS NOT PERMITTED. ARE THREADED FOR THE TOTAL EMBEDMENT LENGTH SPECIFIED ON DRAWINGS. _ ! , 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS V ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 6. FOUNDATION SHALL BE FOUNDED A MINIMUM OF 18" INTO COMPETENT, NATURAL GROUND 3. ALL EPDXY GROUTED WORK SHALL CONFORM TO THE MANUFACTURER?S RECOMMENDATIONS. NON-SHRINK GROUT OR DRYPACK z ; SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL OR COMPACTED FILL SOIL. Q I ; BY THE CITY OF RANCHO CUCAMONGA. 7. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL 4. DRILL HOLES TO DEPTH SPECIFIED IN THE DRAWINGS. DRILLED HOLES SHALL BE CLEANED 1. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NON-METALLIC FORMULA. �i 5. CONCRETE, MASONRY, AND STRUCTURAL STEEL WORK SHALL BE INSPECTED BY AN FOUNDATIONS SHALL BE REMOVED AND RELOCATED. PER SPECIFICATION AND SHALL BE DRY. HOLE DIAMETER SHALL BE EQUAL TO OUTSIDE o INSPECTOR LICENSED BY THE CITY OF RANCHO CUCAMONGA. 2. MINIMUM FORMULA REQUIREMENTS. I DIAMETER OF DOWELS PLUS 1/8" UNLESS RECOMMENDED OTHERWISE BY THE (A) NO SHRINKAGE AFTER PLACEMENT O ,1 6. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. 8. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTINGS, MANUFACTURER AND APPROVED BY THE CITY OF RANCHO CUCAMONGA. (8) NO EXPANSION AFTER SET (ASTM C-827) Ln rn I LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD. (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 0 N o VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST-IN-PLACE AT THE TIME OF 5. THE REINFORCEMENT IN EXISTING CONCRETE SHALL NOT BE CUT OR DAMAGED BY THE NEW (C) INITIAL SET UP TIME NOT LESS THAN 45 MINUTES (ASTM C-1911) 7. CONTRACTOR SHALL ERECT NECESSARY BARRIERS, PROTECTION FENCES AND/OR CANOPIES THE FOUNDATION POUR. CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT HIS PROCEDURE FOR IDENTIFICATION OF (D) ONE DAY COMPRESSIVE STRENGTH = 3000 PSI (ASTM C-109) >_ � PRIOR TO STARTING CONSTRUCTION. EXISTING REINFORCEMENT FOR APPROVAL BY THE CITY OF RANCHO CUCAMONGA. (E) Vc (COMPRESSIVE STRENGTH) AT 28 DAYS 5000 PSI m Z w 9. NO SLEEVES SHALL BE PERMITTED THROUGH ANY GRADE BEAM UNLESS DETAILED ON / CD - p STRUCTURAL DRAWINGS. 6. DEPUTY INSPECTION IS REQUIRED FOR ALL ANCHOR BOLTS AS SPECIFIED IN THE ICBO U c-" z x 8. H CONSTRUCTION SPECIFICATION IS AN INTEGRAL PART OF THE DRAWINGS AND MUST z EVALUATION REPORTS. � Liw10.BE STUDIED BEFORE COMMENCING WORK AND ADHERED TO DURING CONSTRUCTION. 10. NO CONCRETE SHALL BE PLACED UNTIL THE CITY HAS INSPECTED AND APPROVED 0- CD THE BOTTOM OF FOOTING EXCAVATIONS. STRUCTURAL STEEL <U Of 9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. 11. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD DUE TO POSSIBLEREINFORCING STEEL FOR CONCRETE AND MASONRY z VARYING SUBSURFACE SOIL CONDITIONS. 1. STRUCTURAL STEEL SHALL BE DETAILED FABRICATED AND ERECTED IN 10. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING ACCORDANCE WITH THE RISC SPECIFICATION FOR THE DESIGN, 3 DRAWINGS AND/OR SPECIFICATIONS, SHALL BE BROUGHT TO THE AT'-ENTION OF 1. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS O THE CITY OF RANCHO CUCAMONGA BEFORE PROCEEDING WITH THE WORK INVOLVED. OSTM 15, GRADE 40, FOR STIRRUPS, TIES, BARS #4 AND SMALLER AND GRADE 60 FOR ALL (LATEST EDITION AND SUPPLEMENTS). U CONCRETE 11. WORKMANSHIP SHALL NOT CAUSE DAMAGE TO EXISTING CONSTRUCTION. 2. STRUCTURAL STEEL SHALL BE AS FOLLOWS: ! I E_ 1. FORMS SHALL BE PROPERLY CONSTRUCTED CONFORMING TO CONCRETE SURFACES AS 2. ALL REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706, UNLESS O 12. REMOVE FROM THE SITE ALL DEBRIS, LEAVING THE SITE DAILY IN A BROOM-CLEAN SHOWN ON THE DRAWINGS, SUFFICIENTLY TIGHT TO PREVENT LEAKAGE, SUFFICIENTLY STRONG OTHERWISE NOTED ON PLANS. A. BEAMS PART OF MOMENT FRAMES ASTM A36 (Fy=36 ksi) IY CONDITION. AND BRACED TO MAINTAIN THEIR SHAPE AND ALIGNMENT UNTIL NO LONGER NEEDED TO a- 3. REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. MINIMUM SPLICE IS 40 B. NON-FRAME BEAMS U.N.O. ASTM A36 AND/OR ASTM A572 SUPPORT THE CONCRETE. ALL EXISTING CONCRETE SURFACES TO RECEIVE NEIN CONCRETE 13. SHOP DRAWINGS AND PROCEDURES REQUIRED BY THE SPECIFICATIONS OR GENERAL NOTES SHALL BE PREPARED PER THE FOLLOWING PROCEDURE: DIAMETERS UNLESS NOTED OTHERWISE. C. COLUMNS ASTM A572 GR50 (Fy=50ksi) SHALL BE SUBMITTED TO THE CITY OF RANCHO CUCAMONGA FOR REVIEW 10 WORKING DAYS (A) ROUGHEN SURFACE TO AN AMPLITUDE OF 1/4" WITH BUSH HAMMER, OR OTHER BEFORE START OF WORK REQUIRING APPROVALS. APPROVED METHOD. 4. WELDING ELECTRODES: AWS D1.4, CLASS E90, LOW HYDROGEN, D. PIPE COLUMNS ASTM A53 "B" .. 5MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: CONCRETE POURED AGAINST EARTH 14. REVIEW OF SHOP DRAWINGS BY THE CITY OF RANCHO CUCAMONGA IS ONLY FOR GENERAL (B) CLEAN SURFACES OF DUST AND DEBRIS USING COMPRESSED AIR AND WATERE. STEEL TUBES ASTM A501 (f� CONFORMANCE WITH THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS AND 2. DEBRIS SHOULD BE ENTIRELY REMOVED FROM FORMS PRIOR TO CONCRETE PLACEMENT. 3", FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2". Cn SHALL NOT BE CONSTRUED AS ACCEPTING RESPONSIBILITY FOR SAFE CONSTRUCTION F. PLATES, ANGELS AND ALL OTHERS ASTM A36 PRACTICES. 3. FORMS AND SHORING SHALL NOT BE REMOVED UNTIL THE CONCRETE HAS ATTAINED 6. SPLICES IN HORIZONTAL WALL REINFORCEMENT SHALL BE STAGGERED 3' - 0" MINIMUM 15. SHOP DRAWINGS ARE AN AID FOR THE FIELD PLACEMENT AND ARE SUPERSEDED BY SUFFICIENT STRENGTH TO WITHSTAND ALL LOADS TO BE IMPOSED WITHOUT EXCESSIVE FROM SPLICE CENTERLINE. WHERE WALLS HAVE TWO CURTAINS OF REINFORCING SPLICES BEAMS QUALIFIED AS DUAL SPECIFICATION FOR A36 do A572 ARE NOT ^J SHALL NOT OCCUR IN THE SAME LOCATION OR DEFLECTION. Q , , . . ACCEPTABLE AS BEAMS FOR FRAMES. THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE: GENERAL STRESST CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH 4. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED 7. ALL REINFORCING SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE LATEST STRUCTURAL DRAWINGS, THE CONTRACTOR'S RESPONSIBILITY ALSO CAMBERS SHOWN ON THE DRAWINGS. CONCRETE IS PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT WITHIN PERMITTED 3. BOLTS SHALL BE AS FOLLOWS: Q INCLUDES BUT IS NOT LIMITED TO DIMENSIONS BEING CONFIRMED AND CORRELATED AT TOLERANCE, CLEARANCE FOR REBAR SHALL BE SHOWN IN DETAIL OR CALLED IN NOTES. THE JOB SITE. THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED IN WRITING IF ANY 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS EQUAL TO: TOLERANCE SHALL BE AS PER SECTION 7,5 ACI CODE (318-99). 318-99). A. ALL STEEL TO STEEL CONN. SHALL BE HIGH STRENGTH A325 SC CLASS A W DISCREPANCIES ARE FOUND. (A) 3000 PSI FOR WALLS. _._ B. ANCHOR BOLTS SHALL BE A36. jr Z 16. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION (B) 3000 PSI FOR COLUMN AND WALL FOOTINGS 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE MEMBERS DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT (C) 3000 PSI FOR SLABS ON GRADE BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING 4. THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRICATOR I- C�C NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA AND (D) 3000 PSI FOR ALL OTHER CONCRETE WORK, UNLESS NOTED OTHERWISE IN CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR CITY'S REVIEW Q L PROVIDE PLASTIC SHEETING OVER EXISTING EQUIPMENT IF ANY. CONTRACTOR SHALL THE CITY. BEFORE FABRICATION. C REFER TO THE PROJECT DETAILED SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL 6. CONTINUOUS INSPECTION REQUIRED FOR ALL CONCRETE STRENGTHS INCLUDING SHOTCRETE9. ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS LIKELY TO IMPAIR 5. BOLT HOLES IN STEEL SHALL BE 1/16 IN. LARGER DIAMETER THAN U) 0 REQUIREMENTS. EXCEEDING 2000 PSI. INSPECTION BY DEPUTY INSPECTOR IS REQUIRED FOR THE PLACEMENT BOND. ALL BENDS SHALL BE MADE COLD. NORMAL SIZE OF BOLT USED, EXCEPT AS NOTED. OF REINFORCING STEEL AND PRESTRESSING TENDONS PRIOR TO POURING CONCRETE. Z U 17. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A TESTNG LABORATORY AND CONTINUOUS INSPECTION IS NOT REQUIRED DURING PLACING OF THE REINFORCING. 10. ALL REINFORCING STEEL HOOKS SHALL BE STANDARD 90 DEGREE UNLESS NOTED 6. ALL WELDS SHALL BE IN CONFORMITY WITH THE CODE FOR WELDING IN INSPECTION AGENCY AS SPECIFIED HEREIN AND AS REQUIRED BY THE CITY OF OTHERWISE. BUILDING CONSTRUCTION (AWS D.1-94) OF THE AMERICAN WELDING W W RANCHO CUCAMONGA 7. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) UNLESS NOTED AS LIGHTWEIGHT SOCIETY. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE 18. COORDINATE THE USE OF PREMISES UNDER THE DIRECTION OF THE CITY OF RANCHO CONCRETE. GRADE A CONCRETE (ULTIMATE STRENGTH DESIGN). 11. WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED UNLESS SPECIFICALLY DETAILED LENGTH REQUIRED. E 70T-4 ELECTRODS WELDING SHALL NOT BE USED. W CUCAMONGA. NOTIFY THE CITY OF RANCHO CUCAMONGA OF WORK OUTSIDE THE IN THE DESIGN DRAWINGS. 8. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE II, LOW ALKALI. 7. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING AND > DESIGNATED CONSTRUCTION AND STAGING AREAS. 12. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF THE HIGH STRENGTH BOLTS. 0 9. PORTLAND CEMENT: ASTM C150, TYPE 5 WHERE INDICATED ON PLANS. GROUND. 0 19. THE PROJECT AREA MAY BE OCCUPIED DURING THE COURSE OF CONSTRUCTION. COORDINATE WITH THE CITY OF RANCHO CUCAMONGA TO AVOID CONFLICT AND TO 10. NO MORE THAN ONE GRADE OF CONCRETE SHALL BE ALLW OWED ON THE SITE AT ANY ONE a W FACILITATE CITY'S OPERATIONS. SCHEDULE THE WORK TO ACCOMMODATE THIS REQUIREMENT. TIME. w c 20. PATCH, REBUILD AND RESTORE CEILINGS, WALLS, PARTITIONS, PLASTER, PAINT, FINISHES, ETC. 11. CONCRETE AGGREGATE SHALL CONFORM TO ASTM C33 WITH THE FOLLOWING NOMINAL SIZE - 0DAMAGED OR DEMOLISHED DURING CONSTRUCTION ACTIVITY. REFINISH SURFACES TO LIMITATIONS: 7 MATCH ADJACENT FINISH. FOR CONTINUOUS SURFACES, REFINISH TO NEAREST (A) FOOTINGS, 1 TO 1 1/2 INCH MAXIMUM L INTERSECTION OR NATURAL BREAK. FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. (B) WALLS, COLUMNS AND STRUCTURAL SLABS, 3/4 INCH MAXIMUM U Q RESTORE WORK WITH NEW PRODUCTS. (C) SLAB ON GRADE, 3/4 INCH MAXIMUM W 21. PROVIDE PROTECTION FROM WEATHER AND DUST TO AREAS EXPOSED DUE TO CUTTING 12. CONCRETE SHALL BE DESIGNED AND TESTED AS NOTED BELOW AND OUTLINED IN THE SPECIFICATIONS. Of AND UNCOVERING OF EXISTING SURFACES. 13. ALL STRUCTURAL CONCRETE MIXES SHALL BE DESIGNED AND TESTED BY A LABORATORY 22. NO CHANGES SHALL BE MADE TO THE DESIGN, UNLESS APPROVED BY THE CITY OF RANCHO APPROVED BY THE CITY OF RANCHO CUCAMONGA. CUCAMONGA. DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE REQUESTED IN WRITING PRIOR TO SUBMITTING SHOP DRAWINGS. APPROVED DEVIATIONS SHALL BE CLEARLY HIGHLIGHTED 14. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE ACI-318 REQUIREMENTS. ON SHOP DRAWINGS SUBMITTED FOR REVIEW. QUALIFIED FIELD TESTING TECHNICIANS SHALL PERFORM 1ESTS ON FRESH CONCRETE AT THE JOB SITE, PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD CONDITIONS, PREPARE 23. USE OF AN APPROVED ALTERNATE MATERIAL UNDER AN ICBO SPECIMENS REQUIRED FOR TESTING IN THE LABORATORY, AND RECORD THE TEMPERATURE OF '^ REPORT MUST INCORPORATE ALL THE SPECIFIED PROCEDURES, CONDITIONS, THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR STRENGTH TESTS. QUALIFIED V J MATERIAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS ON THE PLANS. LABORATORY TECHNICIANS SHALL PERFORM ALL REQUIRED LABORATORY TESTS. W 24. CONTRACTOR TO SUBMIT ONE SET OF RED LINED AS-BUILT STRUCTURAL DRAWINGS 15. CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW OR EXISTING TEST Q TO THE CITY WITHIN 10 DAYS OF COMPLETION OF WORK. REPORTS FROM APPROVED LICENSED TESTING LABORATORIES PRIOR TO BATCHING. WHEN 0 SUPER PLASTICIZERS ARE USED, THEY SHALL BE INCORPORATED INTO THE CONCRETE MIX DESIGN. Z UJ 16. ANCHOR BOLTS, DOWELS, INSETS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO Q POURING CONCRETE. 17. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" i W CHAMFER U.N.O. ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS. F--• z 18. THE CONTRACTOR SHALL INFORM THE CITY OF RANCHO CUCAMONGA AT LEAST 3 DAYS PRIOR TO J U) W POURING ANY STRUCTURAL CONCRETE SO THAT THE CITY OF RANCHO CUCAMONGA MAY HAVE THE !-- OPPORTUNITY OF REVIEWING THE WORK PRIOR TO CONCRETE PLACEMENT. t`- 19. ALL CONCRETE EXCEPT SLABS ON GRADE 6" THICK OR LESS SHALL BE MECHANICALLY W VIBRATED SO AS TO COMPLETELY FILL THE FORMS WITHOUT CAUSING UNDUE SEGREGATION. _ V) 20. FOUR TEST CYLINDERS FROM EACH 150 YARDS, OR FRACTION THEREOF, POURED IN ANY REV: ONE DAY, SHALL BE SECURED AND TESTED BY AN INDEPENDENT TESTING AGENCY; ONE TO BE TESTED AT 7 DAYS, TWO AT 28 DAYS, AND THE FOURTH HELD IN RESERVE. FOR L :: REV: POST-TENSIONED CONCRETE SECURE FIVE CYLINDERS PER 150 YARDS, OR FRACTION �`.;> " THEREOF, POURED IN ANY ONE DAY, TWO SETS MINIMUM. TEST ONE AT 4 DAYS, TWO REV: AT 28 DAYS, AND HOLD TWO IN RESERVE. Date: APRIL 2001 21. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY CONCRETE WHICH FAILS TO ATTAIN "E SPECIFIED STRENGTH IN 28 DAYS IF SO DIRECTED BY THE CITY OF RANCHO CUCAMONGA. ANY f. /b�/o y DEFECTS IN THE HARDENED CONCRETE SHALL BE SATISFACTORILY REPAIRED OR THE Scale: AS SHOWN V' HARDENED CONCRETE SHALL BE REPLACED. • Drawn: A.S. IA 4il•. Job: _.. Sheet: S1 PROJECT SHEET NO. 9 OF 17 t- " 190 STRUCTURAL WOOD CONCRETE MASONRY _. 1. ALL WOAD MEMBERS SHALL BE DOUGLAS FIR - LARCH GRADE MARKED BY A RECOGNIZED GRADING 1CONCRETE BLOCK MASONRY UNITS: GRADE N IN ACCORDANCE WITH ASTM C90, MEDIUM WEIGHT. Q R %' AGENCY (WCLA, WWPA, OR WCLIB). MASONRY UNIT COLOR AND FACE TEXTURED AS NOTED ON CONSTRUCTION DRAWINGS. MASONRY UNIT. rV SHALL BE CLIMATIZED TO SITE AND HAVE STRENGTH VALUES AS FOLLOWS: z a 2. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR AND SHALL BE GRADE MARKED BY AMERICAN PLYWOOD ASSOCIATION (APA). (A) UNIT AREA STRENGTH f'm = 1900 PSI/DESIGN STRENGTH f'm = 1500 PSI C 3. WOOD GRADES UNLESS NOTED OTHERWISE): G 0 2. MASONRY UNIT SHALL HAVE BEEN CURED FOR NOT LESS THAN 28 DAYS AND SHALL BE CLIMATIZED Q (A) FOR HORIZONTAL MEMBERS: JOISTS AND RAFTERS GRADE #2 TO SITE BEFORE PLACED IN BUILDING. ! , BEAMS AND STRINGERS GRADE #1 LEDGERS GRADE #1 3. CONTINUOUS INSPECTION IS NOT REQUIRED, UNLESS NOTED OTHERWISE. (LINTELS AT BUILDING "A" REQUIRE SPECIAL INSPECTION) ! , (B) FOR VERTICAL MEMBERS: 2X4 STUDS CONSTRUCTION GRADE 4. MORTAR SHALL BE TYPE M CONFORMING TO ASTM C-144, WITH A MINIMUM 28 DAYS `•J ?�- 2X6 AND LARGER STUDS GRADE #2 COMPRESSIVE STRENGTH EQUAL TO 1800 PSI. 0 POSTS AND TIMBERS GRADE #1 Z 5. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: 4. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILE. OR 2000 PSI FOR 1900 PSI MASONRY UNITS U as 3750 PSI FOR 3750 PSI MASONRY UNITS z �.. 5. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. ADMIXTURES WHEN USED SHALL BE PER MANUFACTURER?S RECOMMENDATIONS AND WITH THE APPROVAL OF THE BUILDING OFFICIAL. 6. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. 0 6. PORTLAND CEMENT - ASTM C150, TYPE I, LOW ALKALI. ..� 7. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. y rn 7 .GROUT REQUIREMENTS: O I 8. CONNECTOR DESIGNATIONS REFER TO STRONG-TIE CONNECTORS BY SIMPSON COMPANY, BREA, -*r o N CALIFORNIA, UNLESS NOTED OTHERWISE. THE MINIMUM NAILING REQUIREMENTS ARE AS FOLLOWS: (A) GROUT MIX SHALL BE IN ACCORDANCE WITH UBC STANDARDS WITH A MINIMUM COMPRESSIVESTRENGTH OF 2,000 psi. �- (A) USE COMMON WIRE NAILS FOR ALL CONNECTIONS, UNLESS NOTED OTHERWISE. SINKER NAILS ARE w w NOT ALLOWED. SEE HANGER MANUFACTURER FOR NAIL SIZES AND QUANTITY. (B) GROUT STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW OR EXISTING TEST REPORTS FROM -- Z APPROVED LICENSED TESTING LABORATORIES PRIOR TO BATCHING. U Z x (B) SHORT NAILS SHALL NOT BE USED TO NAIL THROUGH PLYWOOD. (C) GROUT MIX SHALL HAVE A FINAL SLUMP OF 8-10 INCHES. INITIAL GROUT SLUMP, BEFORE ADDING O� w LLi w SIKA GROUT AID, OR EQUAL, SHALL BE 6-7 INCHES. v 9. PROVIDE BLOCKING OR BRIDGING PER LATEST EDITION OF THE U.B.C. - w U tY 8. ALL CELLS IN MASONRY SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE. Qw 10. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION Z AFG-01, 9. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING. 11. ALL STRUCTURAL PLYWOOD SHALL BE APA GRADE STAMPED, WITH EXTERIOR BLUE AND AS SPECIFIED 10. LOCATE REBARS ABOUT CENTERLINE OF MASONRY WALL UNLESS DETAILED OTHERWISE. F- BY THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON PLANS. 11. ALL WALLS SHALL BE CONSTRUCTED USING RUNNING BOND BETWEEN MASONRY UNITS, UNLESS W 12. PREDRILL ALL HOLES FOR 20d NAILS AND LAG BOLTS. OTHERWISE NOTED. 13. BOLTS, HEADS AND NUTS BEARING ON WOOD SHALL HAVE METAL WASHERS. BOLT HOLES IN WOOD 12. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS a- r1 SHALL BE DRILLED 1/32" TO 1/16" DIAMETER LARGER THAN NOMINAL BOLT DIAMETER. SHALL BE FORMED BY STOPPING THE GROUT POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 14. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE DRIVING. HOLE DIAMETERS TO BE AS FOLLOWS: 13. ALL BOND BEAM BLOCKS SHALL BE DEEP CUT UNITS. (A) SHANK PORTION - SAME DIAMETER AND LENGTH AS SHANK. 14. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF VERTICAL CELL GROUT LIFTS IN EXCESS OF (8) THREAD PORTION - 0.60 TO 0.75 DIAMETER OF THREAD AND SAME LENGTH. 4'-0" IN HEIGHT. vJ 15. CONCRETE MASONRY CONSTRUCTION SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE ''^^ 15. MACHINE APPLIED NAILING SHALL NOT BE USED UNLESS SATISFACTORY INSTALLATION IS SPECIFICATIONS. DEMONSTRATED ON THE JOB AND ITS USE IS APPROVED BY THE GOVERNING CODE INSPECTORS. APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. 16. ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MAS014RY WALLS SHALL BE SET ON A MORTAR BED, �"I 16. MACHINE NAILING PERFORMANCE WILL BE DEEMED UNSATISFACTORY IF NAIL HEADS PENETRATE THE TO PROVIDE UNIFORM BEARING. OUTER PLY, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED. 17. ANCHORAGE OF WOOD TO CONCRETE, MASONRY OR STEEL: Q (A) ALL WOOD MEMBERS SHALL HAVE AN ANCHOR BOLT BETWEEN 6 TO 9 INCHES FROM EACH END. LENGTH OF ANCHOR BOLTS SHALL BE SUFFICIENT TO GRIP FULL NUT AND BE ANCHORED AT zZ LEAST 6 INCHES PLUS HOOK INTO MASONRY OR CONCRETE. (B) FOR WOOD NAILERS TO STRUCTURAL STEEL, USE 5/8" INCH DIAMETER STUD BOLTS AT 2--0" Q ON CENTER TO STRUCTURAL STEEL UNLESS OTHERWISE NOTED. 18. NO LENGTH OF SPLIT IN MEMBER SHALL EXCEED THE WIDTH OF THE MINOR FACE. 0 19. NAIL ALL 2X DOUBLE JOIST WITH 16d NAILS 0 9 INCH ON CENTER, STAGGERED. UNLESS NOTED ZU OTHERWISE. uj 20. FOR SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS, SEE CONSTRUCTION 2 V DRAWINGS. FRAME ALL FOUR SIDES OF OPENINGS WITH ADEQUATE MEMBERS AND W Q CONNECTORS. > 21. SEE CONSTRUCTION DRAWINGS FOR SIZE AND LOCATION OF NON-BEARING PARTITIONS. 0 EE w �.. J 0 w z 0 `< Lil LL I..L U) F- Q O UQ Z) X frw F--- Z w U) /W F- W REV: REV: • REV: Date: APRIL 2001 Scale: AS SHOWN 0 Drawn: A.S. Job: - Sheet: S2 PROJECT SHEET NO. 10 OF 17 f f 1500 (� r Z .,k O 0 25'-8" 37'-4" 25'-8" 37'-4" U OVERHANG 3' 5" Sim. 4 r� 5 4 12 13 SIM. 5 13 9 S5 13 U ' S7 S7 S7 S7 S6 S6 S6 SIM. S6 0 !. �. TS6"x6"x 1/2" c `� COLUMN N ] T$12"x6"xJ/y" 6 y -J S5CN z ` S7 • S6 a 11 10 m'� �� N -03 (E) MAINTENANCE BUILDING o S7 S7 y�'O 14 v BUILDING "C„ rn "' � 4x14 RIDGE 5:1 � � STORAGE SHED � �' O N � 1 (E) SLOPE N ; M N ` N • 6 S7 a I w x � LLJ ��`e �x N N �! �- o Z w `�` cp 1 + �" co v 5 U Z Z X 0 12 3 „ 1 " w S7 S7 S7 S7 ~ I I TS6 x6 x /Z S5 Of w w " COLUMN 0- cU w 12'x6'x '` — 7 00 a S5 - w 13 Z S6 O 5 13] ss ss ss slM. (E) STORAGE 24" o! S6 o w —TRIM 4x14 HIP AS REQUIRED 00 MATCH RAFTER NOTCH AT OVERHANGS, TYP. N. a_ (E) MAINTENANCE YARD (E) A.C. PAVEMENT LEGEND I v � INDICATES 2x8 ROOF RAFTERS Y ® 24" O.C. s = a. 0 � ROOF DIAPHRAGM ui t: N 1/2" CDX WITH 10d PLYWOOD NAILS ® 4" O.C. AT BOUNDARY, N fr � 6" O.C. AT EDGES AND 6" O.C. FIELD NAILING r, i FOUNDATION PLAN - BUILDING �,C,. REFERENCE Q 2 ROOF FRAMING PLAN BUILDING C» REFERENCE S4 SCALE: �/ '=1'-O" HERITAGE COMMUNITY PARK NORTH S4 SCALE: /H"=1'-0' HERITAGE COMMUNITY PARK NORTH g O z0 wW 2 (!) > F-- OE o� w w � J _ Q F— z U Q w 3 af d- Z Q CU u_ = Oz 0,5 Om _ Jo Wu- w _ REV: REV: + REV: h} Date: APRIL 2001 3�?/�JY" Scale: AS SHOWN Drawn: A.S. Job: Sheet: S4 PROJECT SHEET NO. IZ OF 17 - -�-�- 1 0 0 C� i. V � CONCRETE SLAB PER CONCRETE SLAB Z FOUNDATION PIAN 2WHERE OCCURS 0 F- � a Q VER®AL, EACH FACE d a ���� ' #5 0 24 O.C. #5 0 12" 0. SUBGRADE PER CONCRETE BOND BEAM 8" SLUMPED VERTICAL AT CENTER HORIZONTAL SOILS RECOMMENDATION -C14 8 MIN. THICKNESS BLOCK SOLID GROUT OF BLOCK U d 4"x8"x16" SLUMPED 4 °F"-- #4 DOWELS 0 12" O.C. BLOCK SOLID GROUTED - — - EMBEDED 5" INTO EXISTING//z • TYPICAL2-#5 CONT. WALL W/ NONE SHRINK GROUT 36" U 2'-0" a-��-��.-_ - - #4 0 48" O.C. 5 0 24" U.C. z �ORIZONTAI Q w « 2-#4 CONT CONC. SLAB do BASE Z #4 DOWELS 0 12 O.C. PER SOILS ECOMMENDATION 31 SOILS, #5 0 12 O.C. MINIMUM 5 THICK SLAB u- - 2 WITH #3 BARS AT 18 O.C. rn '�' �+ • EACH DIRECTION 1-#5 0 I � m Lai 3 SECTION \ - -- 3 "- CAVITY o 4 \�A U Z z c< S5 SCALE: /4 -1 -0 --- \ O w u • CONCRETE BACKFILLVS� C3 « SLOPE TO DRAIN AT PROTECT EXISTING tz d r1c E)- EXISTING PERIMETER VERTICAL, EACH FACE 4% MIN. SLOPE. PROVIDE PERIMETER WALL ���� �� 4 1-#5 CONT. W D WALL. PROTECT IN PLACE HIGH POINT AT THE " " AND FOOTING IN PLACE %/�/ d AT BOTTOM z Z 4 Q MIDDLE OF BUILDING A SUBGRADE PERJ \� . - - 3 SOILS RECOMMENDATION O .r i 3" '� #5 CONT. '- a - o- • w -Z 2'-0" N 2'-8" > N CLR. � I 4 �� IN Q #50 24" O.C. 136' 0Il � ., ' " "' #5 BARS 0 1 O.C. f - _� 16 LI LL 4 4" SQUAREx 1/2" i`7/ 9j THROUGH 1"0 HOLES " THICK WASHER \`\ \ AT EXSITING OTING ��// //� ,,� d 2-#5 CONT. Q AND NUTS __.-__ ..---____-- a ���, v 5-#5 BARS --- - - a----- • - - - --- -- a - -�- -- a as 24" 4 12" LONG #5 DOWELS a Y 0 6" O.C. EMBEDED 6" d a INTO EXISTING FOOTING W/ NONE SHRINK GROUT a s ° r a d J Q ALTERNATE (T'P•) SEE DETAIL 1 FOR ADDITIONAL INFORMATION BENT a S5 CL" 3" CLR. _ #5 BARS #5 BARS �--- c� EQUALLY SPACED 0 12" O.C. W SEE DETAIL 5/S — �P' g'-p" z FOR ADDITIONAL NOTES L_ 5 FOOTING SECTION 4 FOOTING SECTION 2 SECTION i SECTION Q S5 SCALE: 1'/2"=1'-0" S5 J SCALE: 3/4"=1'-0" vJ S5 SCALE: 3/4"=1'-0' S5 SCALE: 1'/2'=1'-0" F- 0 z U 2'-0" NOTE: 2'-0" TS COLUMN W W I I � l R PROVIDE SPECIAL. SEE PLAN V INSPECTION FOR I I 1/4" W LINTEL CONSTRUCTION > MT-�--T 2" 5 0 8" O.C. 0-: ziZ 12"x12"x3/4" THICK #�_ wp TYP• BASE PLATE W/ VERTICAL, EACH FACEW '� • 2_#6 J0 4-3/4"0 ALL THREADED �- ANCHOR BOLTS W #5 0 12" -� Q -` _ HORIZONTAL z - s � - U Q r-L_ �'4- F - BARS AT EACH 6-#6 BARS 5 JAMB 3 —�1_- �1 FACE Of 8* MASONRY a - Z EXISTING EXTERIOR #3 TIE 0 6" O.C. I WALL AND FOOTING AT TOP 24 INCHES, ! PROTECT IN PLACE `V 9" O.C. ELSEWHERE r^ W V J 12" 12" Q 3 N W _..............................� ... PS5) I TYPICAL REINFORCEMENT AT OPENINGSCALE: /4"=1'-0" L_ JQ Cn z z � .� • z W W o � • 00 SECTION B a Q W Q a Q J z F- C I a .............................. ........... D N 14U Q I- d #5 0 12" O.C. W 0 • 3" 4 = LL" • REV: Q f — --�— — • — — - 4-#5 BARS REV: A • REV: t. Date: APRIL 2001 2'-8" Scale: AS SHOWN Drawn: A.S. 2'-0"t #3 TIES JI/ j' Job: '•` Sheet: SECTION A 6 SECTION S5 7 SECTION _ S5 SCALE: V��*V-80" S5 SCALE: 1'/2'=1'-o" PROJECT SHEET N0. 13 OF 17 - f- 9'oo -2'/2"0 ACCESS HOLE DOUBLE NUTS � TS PER PLAN CONTINUOUS 0 SHAPED WOOD B.N. N ROOF SHEATHING z 1" THICK LEVELING PLYWOOD BACKING CLj GROUT B.N. SIMPSON ST6224 SIM. HGA10 ® 16" O.C. 2x RAFTER O SEE PLAN CC 0 24 O.C. CENTERED ROOF SHEATHING G D AT RIDGE BEAM 3-10d PER B.N. Q 2-#5 BLOCKING SIMPSON C 5 U PLYWOOD SHEATHING " 2x RAFTER - - 16d 0 6 O.C. SIM. h�GA10 `"�► Z ROOF O 24 O.C. B.N. l �' RAFTER 2x6 U 2x BLOCKING 16d 0 6" O.C. W 3-16d NAILS 0 2x12 P R BLOCKING 2x8 BLOCKING E.N. U -200 CONT. 0 24" O.C. t LEDGER 16d 0 6" O.C. 2x6 RAFTER TIES AT z -- :�� 5 O 12 O.C. PLYWOOD SHEARWALL EACH RAFTER W/7-16d T-111 PLYWOOD NAILS AT EACH CONNECTION Q � P. SIMPSON U' PER SCHEDULE BELOW 5/s" #5 ® 8" O.C. EACH FACE HANGERS OR EQUAL -TS PER PLAN W/ 2x4 CRIPPLE WALL 5/8"0 STUDS WELDED LL 0 24" O.C., EACH SIDE 2x6 BRACING 3x8 PRESSURE TREATED 4,'n -1) ® 24" O.C. W/ 4-16d WALL PLATE W/ 2-#5 AT TOP 0 C" 8' CMU NAILS AT EACH END E.N. 16d 0 6 O.C. %*0 A.B. 0 24" O.C. N SOLID GROUT MIN. 8" EMBED. INTO SIM. HGA10 0 16' O.C. MASONR PROVIDE SOLID GROUT " �- m i� 5 SECTION 3 SECTION AT TS RIDGE BEAM 2'xrx1%4+ WASHER PLATE _ o AT EACH ANCHOR BOLT. U C) w �� S6 SCALE: 11/2"=1'-0" S6 SCALE: 1�/2"=1'-0" 2-#5 AT TOP � � �i 3x8 PRESSURE TREATED 5 0 24' O.C. WALL PLATE W/ #5 AT CENTER Q v Lr 5/g'O A.B. 0 24" O.C. " PLYWOOD SHEATHING MIN. 8" EMBED. INTO SOLICMU D GROUT OF BLOCK W Z /// SEE PLAN MASON�I'. PROVIDE #5 0 24" O.C. � 2"x2"x /4" WASHER PLATE HORIZONTAL p � e ,� AT EACH ANCHOR BOLT. JIM B.N. 16d AT 8" o.c. g N SIMPSON A35 #5 0 24" O.C. F- i BOTH SIDES OF SIMPSON ST6224 VERTICAL AT CENTER RAFTER 0 24" O.C. CENTERED OF BLOCK p Id AT RIDGE BOARD PLYWOOD SHEATHING #5 0 24" O.C. RAFTER HORIZONTAL 2x CONTINUOUS NAILER 2x BLOCKING 2-16d NAILS INTO 2x12 RIDGE SHEARWALL SCHEDULE BOARD EACH RAFTER 5/8" PLYWOOD SHEATHING W/ 10d -j 2x RAFTER PLYWOOD NAILS 0 6" O.C. FIELD ---I Q< AND 4" O.C. BOUNDARY CONTINUOUS RAFTER W z t NOTE NOTE: Cr SEE ARCHITECTURAL DETAILS SEE ARCHITECTURAL DETAILS 6 CALIFORNIA FRAMED ROOF 4 SECTION AT RIDGE 2 SECTION FOR ADDITIONAL DETAILS SECTION FOR ADDITIONAL DETAILS Q S6 SCALE: 3/4"=1'-0' S6 SCALE: 11/2"=1'-O" S6 SCALE: 11/ "-1'-0" S6 '_ ' 2 - SCALE: 1 /2 , -0 0 8" 2'-0" z — — — — 2-3/ 'O M.B. A35 0 12" O.C. W -- - -- 4 AT RIDGE BEAM 3 3 21/2"O ACCESS ROOF SHEATHING Of HOLE, TYP. 3-16d PER E.N. WQ CN 5 BLOCKING ROOF SHEATHING \ S6 TS PER PLAN -- 16d 0 6" O.C. / F- 2x RAFTER SIMPSON A35 EACH SIDE OF 0 EE 0 I _ --_ 14- __--- ----- _ -- _- __.-- -- 2x6 SEE PLAN RAFTER TO BLOCKING a W ROOF RAFTER a Z - - - - - - - - - -- 1/2* B.N. 2x BLOCKING /2 THICK 2x12 J TS PER PLAN 31/ "x12'x1 " PLATE (TYP.)END LATE 2x8 BLOCKING —16d 0 6' O.C. 16d 0 6" O.C. � 2 /2 0 48 O.C. SIMPSON A35 z W/ '/2" FILET WELD 711 _ TYP. 0 6" O.C. N TWO PER BLOCKING U Q ALL AROUND AT COLUMN S6 Lij 1" THICK 3x PLATE o LEVELING GROUT x = 2x4 CRIPPLE WALL c., 2x4 STUDS 0 © 1-#5 JAMB BARS 16" O.C. T-111 PLYWOOD " 1 " I I 00 O EACH FACE SIDING TS BEAM W/ TS4 x4 x /2p 3/4"0 ANCHOR BOLTS %NO WELDED BOLTS W/ MIN. 12" EMBEDMENT O 24 O.C. (n IN OB MANUTS ABIOVE 5/ " PLYWOOD SHEATHING W/ 10d NAILS 0 6" O.C. FIELD Q AND 4" O.C. BOUNDARY TS PER PLAN W io SECTIONs SECTION e SECTION 7 SECTION p S6 SCALE: 11/2"=1'-0' S6 SCALE: 11/2"=1'-0' S6 SCALE: 11/2"=1'-0" S6 SCALE: 11/2'=1'-0" Q 2x6 ROOF RAFTER z 2x8 RIDGE BOARD (SEE PLAN) Q 6 ,, (E) 8" CMU WALL ... .... ...................... .................................................................................. O E.N. TS4"x4"x1/20 _ 5 �- S e� Ld PHYWOOD 5/8" PLYWOOD SHEATHING W/-- H � J ING l Od NAILS O 6m O.C. FIELD 2x4 CRIPPLE WALL r. 2x4 CRIPPLE WALL (N) 8" CMU WALL I AND 4" O.C. BOUNDARY STUDS SPECED 0 16" O.C. I -'/400 0 16 O.C. uj i MB __. �i (E) PLYWOOD T-111 PLYWOOD- SHEATHING, /2 WIDEx / THICK , U) SHEATHING, PROTECT] • • • 0 - - SIDING BENT PLATE W/ 1/2" FILET I �, - 0 IN PLACE -_ ri WELD AT LOWER BEAM 2x BLOCKING .`i REV' ALL AROUND o' '`� • • • � � • � + � SIMPSON SET EPDXY � REV: (E) 4x6 WALL PLATE OR EQUAL (REQUIRES N _ -___., ._.__.__-_-. --- -� SPECIAL INSPECTION) Rte: E. #5 ® 8" D.C. N. .C. — — — — — ,. 5/g"0 TREADED ROD WITH MIN. 4 DOWELS - - - - - - - - EACH FACE # 5" MIN. Date: APRIL 2001 - 8 OF EMBEDMENT INTO EXISTING TYPICAL 24" O.C. STAGGERED REMOVE INTERFERING MASONRY 0 48" O.C. W/ NON--SHRINK TS PER STRUCTURALScale: AS SHOWN PORTIONS OF EXISTING GROUT-CENTER TREADED ROD BETWEEN PLAN W/ 5/8"0 STUDS ROOF RAFTERS BEYONDEXISTING ANCHOR BOLTS WELDED 0 24" O.C. Drown: A.S. THE WALL PLATE Job: Sheet: TS PER PLAN 14 SECTION 13 PLAN VIEW 12 SECTION li SECTION , S6 S6 SCALE: 3/4=1'-0" S6) SCALE: 11/2"=1'-0' S6 SCALE: 11/2"=1'-0" S6 Ste: 11/20a1'-0" PROJECT SHEET NO. 140F 17 +7 7-f—_. Ir ' 2x6 ROOF RAFTER SIMPSON ECC OR 2x8 RIDGE BOARD Q TS BEAM EQUAL STRAPS 6 rR SEE PLAN TY�CAL B ROTATED 99---\ S6 V _ z 1/ W 4" END _ _ _ _ -� PRESSURE TREATED 4" G.. N + + O PLATE _ WALL PLATE 2-#5 • • + 2 D 1/2" BENT PLATE + Q _- -. — 4x6 POST -- r I r-4,�- - - — t.J 1-#5 (E) 4x6 WALL PLATE • OO I 6"x6"x1/2" BENT R ---- - -- - SHEATHING, PROTECT i U SEE DETAIL 5/S7 W/ 1/4FILLET WELDING 5 0 �'i IN PLACE / I • ALL AROUND, TYP. .C. j BENT PLATE 6" O - 0 (E) 4x6 WALL PLATE U I `1^ 2-#6 w 0 TS COLUMN BELOW • • 0 5/g"0 TREADED ROD }, TS PER PLAN I SEE PAN _— _ m IN 1"0 HOLE W/ Q J w EPDXY GROUT. REQUIRES SPECIAL REMOVE INTERFERING INSPECTION. PORTION OF EXISTING LL, ROOF RAFTER BEYOND 0 L0 -r-) rn � CN m w -- C5 !r 4 SECTION 3 SECTION 2 SECTION 1 SECTION U z S7 SCALE: 1'/2"=1'-0" S7 SCALE: 1'/2"=1'-a" S7 SCALE: 1'/2„=1'-0” S7 SCALE: 3/4"=1'-0" o w LAJ � _ w < U Ir W Z I B.N. SIMPSON "ST18" O TS BEAM TS BEAM SEE PLAN y�i- TS PER PLAN EUQAL EUQAL ATR48" o.c. SEE PLAN L U CENTERED AT BEAM � ., I 2x NAILER BENT PLATE cr_ ROOF RAFTERS I PLYWOOD SEE PLAN — — — — — — • 1 SHEATHING — SEE PLAN 6"x6"x 2 BENT R WOOD BEAM PLACE AT OUTSIDE FILLET WELDING AL AR W/ 1/2"0 WELDED W ALL AROUND, TYP. _ _ SEE PLAN FACE OF THE 'STUDS � 24" O.C. 1" 1/4" END AM PLATE — � TYP. I I I I 1/4 J < J - - - - - - -- - - - SIMPSON "U" I I I I HANGER (U.O.N.) I I I Q TS COLUMN BELOW TS BEAM SEE PLAN I t1„1 —. SEE PAN SEE PLAN TS COLUMN TS COLUMN a: Z PER PLAN I I PER PLAN F— D 8 SECTION SEE DETAIL 5/S7 ry SECTION SECTION s SECTION Q S7 SCALE: 1'/2"=1'-0m S7 SCALE: 11/2"=1'-0" GA SCALE: 3/4"=1'-0" S7 Ste: 11/2"=1'-0" U) �- O z W W 12" DEEP, 1/4" THICK 2x NAILER i SHAPED PLATE SEE PLATE DETAIL L1J Q - .,,� HIP RAFTER TS BEAM TYP. BELOW I I / \ END t NOTCHED / \ /4 / / \ \ \ 0 TYP. RIDGE BEAM / W I PER PLAN X z SIMPSON GLB / \ 1 / " SIMILAR 12" DEEP, /4" THICK x I / 12 SHAPED PLATE TS BEAM SEE ALSO 57 ALSO SEE 9 SEE TS BEAM a- S7 I I W/ 1/2"0 WELDED STUDS ® 24" O.C. Li SIMPSON ECC SIMILAR TS BEAM OMIT STRAPS I I TS BEAM cv J 1/4" FILLET WELD -- SIMPSON ECC SIMILAR ALL AROUND (SKEWED BOTTOM w OMIT STRAPS, TYP. s SECTION 12" 13 SECTION 11 SECTION to PALN VIEW - S7 SCALE: t'/2"=t'-o" S7 SCALE: 11/2"=1'-0" S7 SCALE: 11/2"=1'-O" S7 SCALE: 1'/Z"=1'-O" 0 1 z Q - Cl) z 0 SIMPSON GLB I I -i SIMILAR, �— TWO I / FF BOLT OPTION ,,w^^ '/4" WASHER I ; i = vJ 4 , TYPICAL '�i HIP BEAM REV: i i REV: REV: ` I Date: APRIL 2001 Scale: AS SHOWN t � 3/31/0� �/ I I 1/4" TYP. Drawn: A.S. TS BEAM I ,lob: Sheet: 12 PLAN VIEW SEE ALSO s; S7 S7 SCALE: 1'/2"=1'-0" PROJECT SHEET NO. 15 OF 17 ���► rQ V I, Z O Q l Q 0U ID 00 00 O O 0 N NO d' LO rn O r rn rn CD (n `.J I LJ wl wl wl wl wl — — — — — — — N000 = HILLSIDE ROAD - U Z I (E) SOUTH CURB LINE I I I I Q ----- _ __.......... ............_� HILLSIDE ROAD I I I I I O O O N �� Z Z Nq- PO to Zi Z o (E) WALKWAYVINEYARD AVENUE U � z z w L� I I I I I (E) CURB � l� < U fY (If A W Z N100 El 800 0 I � 8 INCH DIAMETER SANITARY SEWER PER ORIGINAL PARK T I I CONSTRUCTION DRAWINGS VERIFY LOCATION s I 0 I� SOUTHERN BOUNDARY / /� I I s I OF RED HILL PARK N500 w w w w w (E) ELECTRICAL I J P \ / ANEL J Q (E) WEST CURB LINE — — — — — — — — I — — El 700 0 BERYL STREET / / \ I B ING "B" (E) NT. I W — / UI ING 8 INCH DIAMETER SANITARY b W SEWER PER MAINTENANCE ( PROPOSED CONDUIT Q FACILITY CONSTRUCTION DWGS SERVING BUILDING "A' VERIFY LOCATION (41I SEE SHEET E1 (n O 077 e N \/Z N600 ; 'BUILDING 3 I Z U A LLJ Ll.l (E) ELECTRICAL \ I~ w Q PANEL /� / % j j%� \�\ \ \ \ W > F- O % BUILDING _ I I El 600 a. UJ \ I HIGH VOLTAGE ELECTRIC I -� BUILDING "C" 1��-1 \ \�'� W ; CONDUIT. PROTECT ELECT IC — Q m v CONDUIT IN PLACE Z F- Q Of CIL N700 EXISTING DRIVE ISLE I V / > I ( I w w y El 500 W , D � / GRID LINES PER THE ORIGINAL RED HILL I I W PARK CONSTRUCTION 7 GRID LINES PER THE I I I J ORIGINAL HERITAGE PARK CONSTRUCTION I, - W w N800 Ld \ � \ U) W is (E) ELECTRICAL ,` REV: PANEL BOX �°`.-,_;`�-`•-":. ''�'!�;;',-r,, REV; - ,, N `.,'; �F REV: 2 UTILTIY SITE PLAN BUILDING "C" 1 UTILITY SITE PLAN BUILDINGS "AAND B " ' `r P Date: APRIL 2001 N A1 ; '` - SCALE: 1"=30' HERITAGE COMMUNITY PARK Al SCALE: 1"=30' RED HILL COMMUNITY PARK �,r�--•-" Scale: AS SHOWN t ul Drawn: A.S. - �E t Job: Sheet: U PROJECT SHEET NO. 16 OF 17 4-:� 7-t S® R AN(110 CUCAMONGA ' CTION SERVICES The,c wed for compliance with all apl'""ib lards as adopted by the Rancho Cucanwn I " ed,resubmit with corrections This revie,� ,+ Aleve the developer, architect, u co designer, �.� desi € .allerofthe responsibility to meet all of the ar; , . ,feral, State, County, City, Fire District Lai% -Jnrianees or Regulations. Subject lig j<-k) inspections e RCIIr%%Cc � -- Date: � C Inspected bN: Date: Planning Division Approval City of Rancho Cucamonga Date: `-ay-o3 BY: File No: 1?V C 0200 For: S�-dc aae $�:e1�1 ►�w 5 Please contact the Planning Division at (909) 477-2750 for final inspection. ENGINEERING, :V,1SI6N APPRO AL Approval of this plan by engineering dos) not constitute a permit f4*,work wittun . public tight-of-way; only eWSe to the Buildin and Safety DivitiOn to proceed 9 with their building permitptocess, All activities within the public right-of-way shall be preformed under a permit issued though the Engineering Division. For questions regarding Engineering Division permit process plea a call (909)77-2740 /-� BY � __- DATE City of Rancho Cucamonga 6/23/2003 6/23/2003 1 PMT2003-03636 SUBMITTAL DATE ORGINAL DATE CASE NUMBER STORAGE FOR HERITAGE PARK (BLDG. C) PROJECT DESCRIPTION 5546 BERYL SITE ADDRESS e'