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Q . z 0 CITY OF RANCHO CUCAMONGA \ U C�C RED HILL AND HERITAGE COMMUNITY PARKS C) __ 0 � U z Q ALMUNU S1. - -- - -- - - LL HLRI rAGE COMMUNITY 0 PARK (BUILDING "C") HILLSIDE RD. OWNER: CITY OF RANCHO CUCAMONGA U CONTACT: MR. WALTER STICKNEY Fgl� (909) 477-2700; EXT. 4076 ANYAN Sr. AREA CONSTRUCTION OCCUPANCY * V) w W z TYPE = o NOTES: a BUILDING "A" 893 S.F . V-N GROUP S- DIVISION 3 * 19TH ST. Ln r Ln 1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUC110N PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND BUILDING "B" 668 S.F . V-N GROUP S DIVISION S * za m w COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSEBUILDING "C" 566 SF . V-N GROUP S DIVISION ,3 * `'' a_ . OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND Q RED HILL COMMUNITY PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED BASE LINE ROAD 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 a PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE a 0 SOLE NEGLIGENCE OF DESIGN. < m * BUILDING SHALL NOT BE USED FOR: W Y 2. THE EXISTING INFORMATION SHOWN ON THESE PLANS HAVE BEEN TRANSFERRED FROM DOCUMENTS PROVIDED BY THE CITY OF RANCHO CUCAMONGA. THE ACCURACY 1 . STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. _ > Fool HIL L BLVD. Q 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 ANY DISCREPANCIES BETWEEN EXISTING INFORMATION SHOWN ON THESE PLANS AND 3. ELECTRICAL CHARGING Q = ACTUAL CONDITIONS, CONTRACTOR SHALL GIVE NOTICE OF SUCH FACT TO THE CITY OR ITS REPRESENTATIVES *lTHOUT DELAY. � 5 121 * PROVIDE 1 2A 40 BC FIRE EXIIN��'UISHLR Al BUILDINGS "A", "B" ANLL "C" W _ 3. ALL ITEMS SHOWN ON THESE PLANS SHALL BE CONSIDERED NEW UNLESS SPLCIFICALLY * BUILDINGS "A", "B" AND "C" S TALI NUI HL f1LAI LD 01l CUULLL). - 1.UCA'1'lUN M _ A1- LABELED AS EXISTING. N.T.S. Q G 4. SEE SHEETS S1 AND S2 FOR ADDITIONAL NOTES. ii FjKOJEC 1 ADDRESS.-- W 0 SHEET INDLX t\LDHILL NARK -- BUILDINGS A AND B z 7484 VINEYARD AVENUE w W TYPICAL ROOF: ARCHITECTURAL: rit:RITAGE PARK - BUILDINGS "C" / COLONIAL SLATL CONCRETE ROOF TILES BY LIFEDLE CORPORAIIJN. 5546 BERYL STREET \w Q SEE SPECIFICATIuNS. INTENT IS TO MATCH EXISTING PARK BUILDINGS. 1 1 IT LE SH EL_1 NO SUBSTITUTIONS WILL BE ALLOWED. INSTALL ON WOOD BATTENS Al SITE PLANS BUILDINGS "A", "B", AND "C" 0 OVER 30LB. FEL' UNDERLAYMENT. MATCH COLOR OF EXISTING ROOFINGS. A2 FLOOR AND ROOF PLANS BUILDINGS "A" & "B" CC w INSTALL PER HIGH WIND SPECIFICATIONS. A3 FLOOR AND ROOF PLANS BUILDING "C" 112- T A4 ELEVATIONS AND SECTIONS BUILDING "A" LLJ TYPICAL MASONRY WALLS: A5 ELEVATIONS AND SECTIONS BUILDING "B" — Q A6 ELEVATIONS AND SECTIONS BUILDING "C" z A7 SECTIONS AND DETAILS v Q LLJ 8x4x16 SLUMPED BLOCK. GROUT ALL CELLS SOLID. RUNNING BOND. 0 D REINFORCING STEEL PER STRUCTURAL DRAWINGS. O 0_ COLOR: WHITE STRUCTURAL: SLUMPED BLOCK TO BE PAINTED TO MATCH EXISTING PARK BUi_UINGS IN COLOR. S1 STRUCTURAL GENERAL NOTES COORDINATION AND CONSTRUCTION PROCEDURES S2 STRUCTURAL GENERAL NOTES S3 FOUNDATION & ROOF FRAMING BUILDING "A" AND "B" 1. THE CONTRACTOR SHALL SUPERVISE AN HALL BE SOLELY S4 FOUNDATION & ROOF FRAMING BUILDING "C" I D A DIRECT THE WORK S RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHN'QUES, SEQUENCES AND S5 FOUNDATION DETAILS PROCEDURES. OBSERVATION VISITS TO THE SITE BY CITY REPRESENTATIVES OF THE S6 DETAILS ANG SECTIONS ENGINEER OF RECORD DO NOT INCLUDE NECESSARILY INSPECTk:NS OF THE PROTECTIVE MEASURES S7 DETAILS AND SECTIONS OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. T1E SUPPORT SERVICES BY _ F— THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING OR A=TER CONSTRUCTION, ARE r W PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUAL.r7- CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPEC.F CATIONS; BUT THEY DO `, � w AND SHALL NOT 3 . CONSIDERED AS ) T GUARANTEE CONTRACTORS PERFORMANCE NO GUU1ILITIES: , SUPERVISION 0. CONSTRUCTION. cn IT PLAN UTILITIES 4� AND METHODS TO BE U SITE TION SEQUENCES 2. CONTRACTOR SHALL SUBMIT GENERAL CONSTRUC Q , „ U-1 AN APPRO`iAL PRIOR TO START OF t FOR REVIEW D N 0 A 0 GA A P BUILDING . USED TO CITY JF RANCHO CUCAMONGA 1 ELECTRICAL LAN B L u E COT NS RUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE WORK OF ALL TRADES AND FIELD-VERIFY ALL EXISTING CONDITIONS AFFECTING NEW CONSTRUCTION PRIOR TO PREPARATION O� SHOP DRAWINGS. THESE INCLUDE BUT ARE NOT LIMITED TO THE w J FOLLOWING: CITY OF RANCHO CUCAMONGA F- A) ALL PLAN Di,1ENSIONS SHOWN ON DRAWINGS ---- - L,J B) FLOOR ELEVATIONS bi C) ROOF ELEVATIONS D) LOCATION AND ELEVATIONS OR ALL MECHANICAL, ELECTRICAL AND PLUMBING PIPES, IMPROVEMENTS AT RED HILL AND Ln DUCTS AND EQUIPMENT. HERITAGE COMMUNITY PARKS REV: 4. ANY DISCREPANCY BETWEEN ITEMS LISTED ABOVE AND NEW CONSTRUCTION - -— - - - _ REV. DRAWINGS SHALL BE SUBMITTED TO CITY OF RANCHO CUCAMONGA IN WRITING PROVIDING -- - A SIMPLE SKETCH OF EXISTING CONDITIONS FOR REVIEW PRIOR TO PREPARATION OF SHOE' APPROVED BY: r.. C.E No. 24953 REV: DRAWINGS. CITY ENGINEER ATE: Reg. _xpires: 10-31-04 5. NO FABRICATION AND/OR CONSTRUCTION WORK SHALL BE UNDEti AKEN PRIOR TU !� / � --- — — - - --- --�_ _ Date: APRIL 2001 -- REVIEW AND APPROVAL OF THESE CONDITIONS BY THE CITY OF RANCHO CUCAMONUA. DESIGN Prepared By: Scale: A5 SHOWN 3/31/09 V.V.V. Aufbau Corp. Drawn: A.S. _ DRAWN 639 W. Broadway, Suite E Job: A.S. Glendale, CA 91204 Sheet: — _—__ (818) 240- 3655 CHECKED Vortan V. Vortanians R.C.E. NO. 38893 T , V.V.V. Registration Expires: 3-31 -04 PROJECT SHE.T NO. I OF 17 1771 Q � V : Z _ OCITY OF RANCHO CUCAMONGAQ RED HILL AND HERITAGE COMMUNITY PARKS C) U O U Z ALMOND ST. HERITAGE COMMUNITY LL HILLSIDE RD. O PARK (BUILDING "C") 0 OWNER: CITY OF RANCHO CUCAMONGA ! 1 CONTACT: MR. WALTER STICKNEY V (909) 477-2700; EXT. 4076 NYAN ST. AREA CONSTRUCTION OCCUPANCY * N w TYPEUJI NOTES: BUILDING "A" 893 S.F. V—N GROUP S—DIVISION 3 19TH �' N `r 1. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE ' r >_ CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND BUILDING "B" 668 S.F. V—N GROUP S—DIVISION 3* z .1 O COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE BUILDING "C" 566 S.F. V—N GROUP S—DIVISION 3* W OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND RED HILL COMMUNITY ci- PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED BASELINE ROA PARK (BUILDINGS IT 8� "B") TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNITY AND HOLD CITY, ITS AGENTS AND THE DESIGN PROFESSIONALS 41 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE a PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE a SOLE NEGLIGENCE OF DESIGN. Z a Q m r1 * BUILDING SHALL NOT BE USED FOR: 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 Q 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 a 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 ITS REPRESENTATIVES WITHOUT DELAY. > * PROVIDE 1 2A 40 BC FIRE EXTINGUISHER AT BUILDINGS "A", "B" AND "C" ICA 40VGA FIRE PROTECTIOVDISTRICT W �— These iniane have been reviewed for compliance with 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 R,anchu< , h.«deS Fn esD'd ads as adopted by the Z LABELED AS EXISTING. N.T.S. v Apr,r.,,,;ed Pending Fees Z) 4. for inaallations 4. SEE SHEETS S1 AND S2 FOR ADDITIONAL NOTES. f'"'f'�'"`ed• Q resnhtnn with corrections T his rc%ieu docs not to r,c th. PROJECT ADDRESS: nicej aer. dehelrespOPcr.arcb,tec . O � cor,ir,,�hn.ui u�stailcr of the reslH,nstbthty ; mcei all(it, he . c"PPlicahic Federal,State,County.C' f ire Distnci Ld"S,('odes.Ordindnccs or Regulattons z U SHEET INDEX REDHILL PARK — BUILDINGS "A" AND "B" Strh,ect to (Incl aPpiuo-al b t ,i1e t u 7484 VINEYARD AVENUE '�csic ed b, /4d 0� W Llj TYPICAL ROOF: ARCHITECTURAL: HERITAGE PARK — BUILDINGS "C" i " by -- - - COLONIAL SLATE CONCRETE ROOF TILES BY LIFETILE CORPORATION. 5546 BERYL STREET w Q SEE SPECIFICATIONS. INTENT IS TO MATCH EXISTING PARK BUILDINGS. T TITLE SHEET > I•-- NO SUBSTITUTIONS WILL BE ALLOWED. INSTALL ON WOOD BATTENS " " " " "Cos Al SITE PLANS BUILDINGS A , B , AND C OVER 30LB. FELT UNDERLAYMENT. MATCH COLOR OF EXISTING ROOFINGS. A2 FLOOR AND ROOF PLANS BUILDINGS "A" & "B" � INSTALL PER HIGH WIND SPECIFICATIONS. A3 FLOOR AND ROOF PLANS BUILDING "C" W Q_ A4 ELEVATIONS AND SECTIONS BUILDING "A" _ TYPICAL MASONRY WALLS: A5 ELEVATIONS AND SECTIONS BUILDING HB„� _ A6 ELEVATIONS AND SECTIONS BUILDING C z A7 SECTIONS AND DETAILS 8x4x16 SLUMPED BLOCK. GROUT ALL CELLS SOLID. RUNNING BOND. ENGINEERING DIVISION p �►�pn a, LLJ U Q REINFORCING STEEL PER STRUCTURAL DRAWINGS. APPROVALS - _ O COLOR: WHITE STRUCTURAL: Da Of SLUMPED BLOCK TO BE PAINTED TO MATCH EXISTING PARK BUILDINGS IN COLOR. Approval of this plan by Engineering doe. F ° not constitute a perr iit for work within S1 STRUCTURAL GENERAL NOTES public right-cf-way, only a release to the Plea§ t . , nin ivis a 09 Build;rt and Safs,i Division .c �� 1.oceed COORDINATION AND CONSTRUCTION PROCEDURES S2 STRUCTURAL GENERAL NOTES with their building« it process. 477- . �i for final inspsctlon. 3 pe.m p ss. Atf S3 FOUNDATION & ROOF FRAMING BUILDING "A�� AND "B" activities within the public right-of-wary opy 1. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY S4 FOUNDATION & ROOF FRAMING BUILDING C shall be performed under a permit issue: RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND S5 FOUNDATION DETAILS through the Engineering Divisiotl. For PROCEDURES. OBSERVATION VISITS TO THE SITE BY CITY REPRESENTATIVES OF THE S6 DETAILS AND SECTIONS questions regarding Engineering Divisior ENGINEER OF RECORD DO NOT INCLUDE NECESSARILY INSPECTIONS OF THE PROTECTIVE MEASURES permit process a call (909) 4777-274(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 BY D,ATe 4r�av W ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS; BUT THEY DO C t/ of Rancho Cucamcnga W NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSIDERED AS UTILITIES: C All`s z:SUPERVISION OF CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT GENERAL CONSTRUCTION SEQUENCES AND METHODS TO BE U SITE PLAN — UTILITIES USED TO CITY OF RANCHO CUCAMONGA FOR REVIEW AND APPROVAL PRIOR TO START OF E1 ELECTRICAL PLAN — BUILDING "A" W 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 CITY OF RANCHO CUCAMONGA FOLLOWING: A) ALL PLAN DIMENSIONS SHOWN ON DRAWINGS B) FLOOR ELEVATIONS w ) ROOF ELEVATIONSLIJ DIMPROVEMENTS AT RED HILL AND 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 DRAWINGS. REV:ENGINEER ATE: 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: Scale: AS SHOWN viv, ter V.V.V. Aufbau corp. Drawn: A.S. DRAWN 639 W. Broadway, Suite E Job: A.S. Glendale, CA 91204 Sheet: (818) 240-3655 CHECKED Vartan V. Vartanians R.C.E. NO. 38893 T V.V.V. Registration Expires: 3-31-04 PROJECT SHEET NO. I OF 17 1771 Q O r' Z O L� 0 Q O O O O O p U O O O O O O NICY) r� L0 � ICY) ICY) U-1 W W W W W U I , I O N000 = HILLSIDE ROAD Z ; (E) SOUTH CURB LINE I I I Q ' HILLSIDE ROAD - __ . :....... ............ u I qd- � O L0CD r'7 I I I I I I O O p N ZI ZI ZI ~ m z W CL VINEYARD AVENUE (E) WALKWAYU 'o w w I I I (E) CURB � >- w e .......................... . . ........ .............. ................... .. ....... . .... .. . ........ ...... .. . ------------- __.. _------ N 100 _-N100 E1800 0 w j j' jam\ 0 SOUTHERN BOUNDARY ! I I I OF RED HILL PARK N500 (E) WEST CURB LINE El 700 Q Qp BERYL STREET — �-- G BUILDING "B" (E) MAINT. I BUILDING { Z I I I Q N600 BUILDING W Ill MORE THAN 20 FEETI %TO THE NEAREST I W Q PROPERTY LINE. �.. Lu (TYPICAL) I(E) MAINT. I I � I I O Cr / BUILDING L.LJ E1600 _ / BUILDING "C" `�`-'fCr I I W I EXISTING DRIVE ISLE I — 0 \ AND PARKING SPACES z Q / 1 % / I O — — — — — — — — — — — _ N700 - U Q Q / � I E1500 z GRID LINES PER THE Q / I ORIGINAL RED HILL I I I J PARK CONSTRUCTION - W GRID LINES PER THE ORIGINAL HERITAGE '^ PARK CONSTRUCTION — — — — — N800 W vJ Z 0 w w co V) REV: REV: N REV: v 2 SITE PLAN BUILDING "C" 1 SITE PLAN BUILDINGS "A" AND "B" a,. ° - Date: APRIL 2001 Al SCALE: 1"=30' HERITAGE COMMUNITY PARK Al SCALE: 1"=30' RED HILL COMMUNITY PARK N Scale: AS SHOWN s c Drawn: A.S. 3,31/0 Job: �,' _ _✓ Sheet: r Al PROJECT SHEET NO. 2 OF 17 1771 rQ V z OW G Q C:) Q U D 80'-0" V O 80'-0" 29'-4" 50'-8" 50'-8" U z c� 3 Q � OVERHANG 2'-8" 3 4 2'-8' (E) ELECTRICAL (E) ELECTRICAL `� A5 A5 PANEL H4, SEE „ .. PANEL L4, SEE o o - - — - ---- — SHEET E1 SHEET ELL 1 _. .....: ::`�::` - :�: 5: : ::`;: :: :: a:: .;....._ 7 '7...:-.... ..... ............... 7 '�T ... .- rn ... ..... .... ..... .......... ...........f .......T7... ......... ........._..... ..... .....::... ................ .....c... ..... ...? 7. T...Tim. .... V Q m w W iz LLJ C5 — O � W N N BUILDING ,�B�, o w Z w °° ' ; STORAGE SHED (E) STORAGE w N1-4 iz (668 SQ. FT.) (E) MAINTENANCE BUILDING o Q c� Cr 5 w N ? N Z co V) co V ,- REMOVE EXISTING y '`���-- ' O ”` t� ' WALL, .. . 1G `' SEE SHEET �� ) S1, GENERAL NOTE - _ i 20 TYPICAL ( .__ W ( _ a o Z N � _ _ fl N 23'-4" 2'-8" 'y 1 vJ N CD CD (E) CONCRETE SLAB o ti _J N N (E) MAINTENANCE YARD `° < (E) A.C. PAVEMENT _ ---- IN C X 2 SIMILAR ui — w j A4 / z N. r a Q � U pi CHISELED MARK AT 00 m 3 CONCRETE ASSUMED O ELEV. 100.00' U 8" W L1J BLOCK ROLL-UP 6" THICK CO CRETE - C WALL DOOR (TYP.) p SLAB W/ #3 ARS O c (� iv ® 16" O.C. E )TH w DIRECTIONS \ Q BUILDING "A" WEAKENED JOINT; O STORAGE SHED TYP 13 W (893 SQ. FT.) o A7 _ 6:12 6:12 1 FF=100.00 °O SLOP sL A4 SEE TEMPORARY J — ' BENCH MARK THIS SHEET z EXISTING CONCRETE SIDEWALK. O o 3 ! PROTECT IN PLACE. U Q A4 __3 4 Ait O A4 f cr_ p f O Z m CD o a 8" BLOCK C)8" Q Q m 3 WALL _J CLz f v s//o LL Q OVERHANG 24" 20'-0" [24" OVERHANG 20'-D" ol- / � � ,,- z w O � J HOLLOW O DOOR SCHEDULE METAL ~ DOOR NO. SIZE THICKNESS MATERIAL FRAME REMARKS �j LL m Q1 3'-0"x6'-10" 14" HOLLOW METAL HOLLOW METAL WEATHERSTRIP, MAX. 2" THRESHOLD (_ SEE DOOR ELEVATION THIS SHEET 12"x12" REV: 2� 14'-O"x8'-4" 14" HOLLOW METAL HOLLOW METAL WEATHERSTRIP, MAX. 2" THRESHOLD METAL LOUVER R EV: REV: 2 ROOF PLANS - BUILDINGS "A" & "BN 1 FLOOR PLANS - BUILDINGS "A" & "B"N DOOR ELEVATION Date: APRIL 2001 A2 SCALE: g"=1'-0" RED HILL COMMUNITY PARK A2 SCALE: 8"=1'-0" RED HILL COMMUNITY PARK Scale: As SHOWN Drawn: A.S. Job: Sheet: A2 PROJECT SHEET NO. 3 OF 17 177 / rQ V Z OW C � L � D 25'-8" 37'-4" Q U a = U Z 2'-8" 00 cr OVERHANG o W 25'-8" 37'-4" N O Z Li o 3 O U 3 z . IF QCL a 2' 0 :. ' N N ' Cn (E) MAINTENANCE BUILDING CNLiiz v BUILDING "C" ,. LL 5� ; 5.t2 STORAGE SHED I a, o O .,.c N (N) SLOPE W E SLOPE N 00 o (566 SQ. FT.} ® y, N N Li 4 I; m Cn O A6 i i:::::::::::::::::::::::::::::::::::::::::::::::::: ��LiJ W N N I L0 z LL v l,. � Z O X 00 O W W �j 1 U-1 W LLJ Z. - - - - - - - - Q C-) tY r ; s'...r ..... .....7. .'.:.. ....../.... ..... ......... ...... W Z ......................................................................................................................................................................................................................................... C O ao 1'-0 N W o TO UNE 22'-0" 2'-0" h- o > (TYP.) U o W 7 j 1 0 wA6 O v { (E) MAINTENANCE YARD (E) A.C. PAVEMENT Y J Q = d. Lu F- crZ N » » N � D 2 ROOF PLAN — BUILDING "C" REFERENCE 1 FLOOR PLAN — BUILDING C REFERENCE Q A3 SCALE: 1"=1'-0 g " HERITAGE COMMUNITY PARK NORTH A3 SCALE: '=1'-0' HERITAGE COMMUNITY PARK NORTH �- O Z CU W 11J 2 (!) W Q O � ir Lu w � U Q W O Of n Z Q J _ a- U L = O � Oz CC o Cz J LL; 000 J o ~ J W LL W V) REV: REV: REV: Date: APRIL 2001 Scale: AS SHOWN Drawn: A.S. Job: Sheet: A3 PROJECT SHEET NO. 4 OF 17 1771 Q) r Z LIGHT FIXTURE o w SEE SHEET E1 C Q G o 24"SQ. METAL LOUVERED Q TRIM, MATCH VENT (ALSO AT EAST EXISTING ELEVATION) U 3 A7 T-111 PLYWOOD SIDING U WITH 6" GROOVES 12 WOOD GABLE END TRIM 6 - (2x6 OVER 2x12) g LIGHT FIXTURE A7 CENTERAT OF 2 BUILDING, SEE A7 U Y . TOP OF MASONRY TOP OF MASONRY SHEET E1 Z 0 X O a 2a S5 -- c o I I 1 oo O00 1 r M 10 CN o O O �, 6 0 (E) PERIMETER w w BLOCK WALL — PROTECT INLLj O PLACE > z z x OOf w w w CD a_ f_- U w FINISH FLOORFINISH FLOOR w ¢ v \/ Z OPENING AT LOWER O i MOW STRIP PER BLOCK MOW STRIP PER U '� DETAIL g TYP. DETAIL A7 A7 TYP. w O PLANTER, SEE SHEET Al PLANTER, SEE SHEET Al C 2 WEST ELEVATION — BUILDING "A" 1 NORTH ELEVATION — BUILDING "A" A4 SCALE: '/4"=1'_0x EAST ELEVATI 0 N SIMILAR A4 SCALE: '/4"=1'-0' Cn y J � J Q -17C W �- Z Q U3 F- o 4 Z U S6 W W W Q F- O oC S6 AW LIGHT FIXTURE A7 A7 S7 A7 A7 S7 � SEE SHEET E1 X — —— — — — — — — — — — — — — — — - - - - - TOP OF MASONRY 4 w Of ~ Q Z 5 00 w Q 2-#6's AT LINTEL (TYP.) I Lo LLJ (E) PERIMETER 0 PROTECT IN 0 o METAL T ; BLOCK WALL o DOOR � TYP do TRIM 00 °O PLACE 5 ROLL-UP 7 ROLL-UP 7 °° A7 DOOR A7 DOOR A7 .......j 55 \ \ i FINISH FLOOR O � 1 \ OPENING AT LOWER U 3 MOW STRIP PER BLOCK DETAIL g TYP. �W^ Q A7 v J r=� 06 V PLANTER, SEE PLAN (/) Z Z0 o =, F � 4 SECTION—BUILDING "A" s SOUTH ELEVATION — BUILDING "A" Q A4 SCALE: '/4"=1'-0" �= W w W REV: REV: ; . REV: ,j- Date: APRIL 2001 nisi. — ` Scale: AS SHOWN Drawn: A.S. Job: Sheet: A4 PROJECT SHEET NO. 5 OF 17 J 7 1 'a c� z O w Q U I V -- �Y� 7 O 9 TOP OF S6 MASONRY WA — — ---- x LL lj0 ................................................................................................................................................................ U — x_— _ .— -7 _ _. _. -- — — - i a, Q ,. cD r : ——L— ---I — r —' r1..............z...............1...._.:: €....... I :; :.......`.......L...... .. ..—T....... ...t.......�..............: i J� r� CD .......:.......T.)...... ................. ..............:...............�T .. ;......... A 0 ......... .......1 ! al rT 1.....� .....3.......... Z .._r... ' e ... i I (E) PERIMETER Y..................... L0 r� BLOCK WALL o _� T. _ ......... ._...- : .. �..t 1— — QI l ;. N ... O A..... ............. ..........................................Y........... TAT., ; .... ...... 00 .. ...t.... ... t 1 ....... 7... i LLJ .......t.......t.............. .......€...............t.....................v..... _t............Ti... .,..,....1.,.....�i l .............. .......... .....t.... X .f. ....e.......,........t..............J.......,,.......f...............: .....v.......L.......,.......A.......1....... W \1 U o �-€- z W .............................................. ............................. .................................................................................. ................................................................................................................................ -�... _ __ _T_..:_ � FINISH FLOOR O w . . . ................................................................................. r 0 CU C W Z O 0 1 WEST ELEVATION - BUILDING "B" 0 Of SCALE: 4" =1'-0" 0- SHEET METAL (COLOR TO LIGHT FIXTURE MATCH EXISTING SLUMP STONE) STONE) 24"SQ. METAL LOUVERED 3 10 S6 S6 TRIM TO MATCH EXISTING VENT (ALSO AT EAST ". ELEVATION) (n S A� S6 T-111 PLYWOOD SIDING .�` WITH 6" GROOVES J 12 12 .--'"" J Q q7 6 12 WOOD GABLE END TRIM 2x6 OVER 202 7 7 ~� S6 S6 W TS BEAM ao � � � Z = � S6 TOP OF EXISTING �— 12 - TS BEAM PERIMETER WALL 1 S6 CC L..... z z 10 G Z z A7 O (E) PERIMETER—-1_. WMASONRY BLOCK ~ U LLJ WALL o o Z BEYOND ' , I 00 O W Co LLJ ` V w Q FINISH FLOOR FINISH FLOOR :.......... ......................................................... .......... ............................................................................. ^r W CL. W J Q F— 4 SECTION—BUILDING "B" Z U Q A5 SCALE: 4"=1'-0' W 2 NORTH ELEVATION — BUILDING "B" Of Of A5 SCALE: �'=1'-0' U) (E) ROOF 3 10 Z FRAMING S6 S6 O (N) ROOF FRAMING '-- 2x4 STUDS U = ® 16" O.C. W go 8 (N) T-111 PLYWOOD r� S6 SIDING W/ 6 GROOVE V (N) T-111 PLYWOOD TO MATCH EXISTING 7 SIDING W/ 6" GROOVE INSTALL OVER PLYWOOD S6 7 06 Z TO INSTALL COVEREXISTING PLYWOOD SHEATHING 12 � Z SHEATHING \ S6 1 i 12 10 TS BEAM S6 A7 f z W'' — Z f a S6 (E) PERIMETER (E) PERIMETER I O " WALL ~ WALL �—(N) BLOCK WALL BEYOND t LLJ w J I FlNISHFLOOR I REV: REV: REV: Date: APRIL 2001 Scale: AS SHOWN 5 SECTION-BUILDING "B" Drawn: A.S. A5 SCALE: 4"=1'-0" s SECTION-BUILDING B A5 SCALE: 4"=1'-0" ��\ L :` t Job: 3/3or, Sheet: A5 PROJECT SHEET NO. 6 OF 17 1771 Q 0 C� z O w 0 - ---------- - - --- ------ Q 12 `- 12 5 NEW ROOFING �`�� 15 g SIMILAR EXISTING ROOFING ` O MASONRY U ___ ... ..._..L.._ ._._.�.._..T _i.—..r._ .y.r__.�_. �-_.__1.v..Z..............1_.......,._....,.....T. .....�...............: ..3....__. ...._....__.'___ ..-- __...1._...--.......5 _....F..._..e. 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LLJ i.............................. 12 OF COLUMN w J ❑ I— z s SECTION — BUILDING "C" 2 WEST ELEVATION — BUILDING "C" w A SCALE: 4'=1'-0" A6 SCALE: 4w=1'-0' O D_ Of . v! 3'-5" z OVERHANG O Uv . _ (N) ROOF FRAMING w r� 06 TS BEAM z PER PLAN (/) Q Z .J O Q WALL PERIMETER TS COLUMN – BEYOND w w J = w V) REV: u 12,. REV: 10 OF f REV: COLUMN e Date: APRIL 2001 313(1//1br Scale: AS SHOWN 4 PARTIAL SECTION — BUILDING "C" Drawn: A.S. A6 SCALE: 4 Job: Sheet: A6 PROJECT SHEET NO. 7 OF 17 1771 rrQ V ROOF SHEATHING ROOF SHEATHING z MASONRY WALL O w C Lj G o I ROOF SHEATHING U I E.N. 2x BLOCKING 2-#5's- AT LINTEL \ \\ - - - 16d 0 12" 0.C. \ 1 x6 T&G SHEATHING DRIP-"PEMKO" ROOF \ AT EXPOSED EAVES #346A x 3'-4" RAFTER 2x6 O - OP OF MASONRY OR APPROVED SEALANT TYP. EQUAL PRODUCT . 2x12 U LA_ LL HOLLOW METAL 2x8 BLOCKING E.N. 16d ® 12 O.C. o z { FRAME SOLID GROUT ® 24" O.C. j f' Q PLYWOOD SHEARWALL TRIM BOARD, MATCH = SEE STRUCTURAL DETAILS EXISTING N 2x6 Z o T-111 PLYWOODj 6 "' "o' o LINTEL L 3 O � 202 SEE DETAIL A7 S7 N NOTE: 20 CRIPPLE WALL of I 5 SEE STRUCTURAL DETAILS FOR / I 2-#6 TYP. 0 �- m z_ . C_ Z x U > z 4 A O E AT MASONRY WALL ADDITIONAL INFORMATION TOP OF MASONRY I OPENING HEAD O w w A7 SCALE: 3"=1'-0" � FLASHING I � � U � a_ ROLL-UP DOOR PER SPECIFICATION o < — w 8 o I SLUMP SURFACE O Q U MASONRY WALL A7 _j w Z 8" MASONRY Iz O z WALL (TYPICAL) ILL- 8" TYPICAL o ow ` MASONRY WALL o I � i O _ MASONRY WALL - O✓ BEYOND HOLLOW METAL ''^^ FRAME SOLID GROUT vJ SEALANT TYP. MASONRY ANCHORY NOTE: __J M 2-#5 VERTICAL BARS SEE STRUCTURAL DETAILS FOR J Q AT EACH FACE AT ADDITIONAL INFORMATION JAMB OPENINGS (TYP.) NOTE: NOTE: NOTE: 0 F— W — SEE STRUCTURAL DETAILS FOR SEE STRUCTURAL DETAILS FOR SEE STRUCTURAL DETAILS FOR 5 JAMB AT MASONRY WALL ADDITIONAL INFORMATION 3 SECTION AT GABLE END ADDITIONAL INFORMATION EA17scALE: SECTION AT EAVE ADDITIONAL INFORMATION i SECTION AT ROLL—UP DOOR A7 1'/2"=1'-0" A7 SCALE: 1'/2"=1'-0" G A7 SCALE: 3"=1'-0" SCALE: 1'/2"=1'-0" PLYWOOD SHEARWALL NOTE: NOTE: O PER STRUCTURAL DETAILS 2x4 CRIPPLE WALL ALL ANGLES ARE CONTINUOUS SEE STRUCTURAL DETAILS FOR 4" z FOR ENTIRE HEIGHT OF DOOR. ADDITIONAL INFORMATION 3 W W T-111 PLYWOOD SIDING SEE SPECIFICATIONS S7 DOOR CURTAIN W Q O F.._ Fr °° W 3/4" R (TYP.) 3x8 PRESSURE TREATED � — Q FINISH GRADE WALL PLATE (OVERHANG G.I. FLASHING FINISH GRADE - AT LAWN SLIGHTLY AT EXTERIOR FACE W/ DRIP 3.r ROLL-UP DOOR z AT PLANTER N OF WALL) MIN. OPENING U Q � jP SEALANT MASONRY w 4 L0 WALL 0O 8" MASONRY WALL * - -- a- #4 #4 BAR, 1 INCH CLEARANCE PER STRUCTURAL MASONRY AT TOP, CENTERED HORIZONTALLY PIANS WALL Cn NOTE: Q NOTE: SEE 5/S7 FOR VERTICAL SEE STRUCTURAL DETAILS FOR * DOOR JAMB PER SPECIFICATIONS. BARS AT JAMB OPENING 1 i s MOW STRIP e WALL PLATE & FLASHING ADDITIONAL INFORMATION GA7)SCALE: ROLL—UP DOOR JAMB 6 BLOCK PATTERN AT ROLL—UP DOOR OPENING 0 A7 SCALE: 11/2"=1'-0" A7 SCALE: 3"=1'-0" 1'/2"=1'-0" GA7 SCALE: 1'/2"=1'-0" 0 z T-111 PLYWOOD Q (E) ROOF SIDING FRAMING (FR)AMINGF 5/ " PLYWOOD 2x4 CRIPPLE WALL z t....... ........ ........................V......... _. W. ......................................._.................... ..... ... .................. ......................................................_ SHEARWALL W 16 STUD CENTERLINE ' G.I. FLASHING S ACING (TYP.) O . it LLJ ` CO r ...... ....... .......................................... ....... 3/4" DEEP "V" CUT JOINT CONCRETE SLAB ' E.N. ,t ......_....... .................................E.N............................ ....... lw AND REINFORMENT PER �r FOUNDATION PLAN SEALANT `v SEALANT (n F _ . PLYWOOD - .......... ... ... ..' REV: SHEATHING G.I. FLASHING G.I. FLASHING (N) ROOF (N) ROOF/ REV: SHEATHING SHEATHING SEALANT �............ --_ -- PLYWOOD 3/ 3//or REV: SHEATHING ............ .. .. . .. .. Date: APRIL 2001 Scale: AS SHOWN SUBGRADE PER SHEATHING EXISTING PERIMETER �.................................. ...... Drawn: A.S. SOILS RECOMMENDATION WALL ................................................ Job: NOTE: NOTE: NOTE: Sheet: SEE STRUCTURAL DETAILS FOR SEE STRUCTURAL DETAILS FOR ............I..........��.................. SEE STRUCTURAL DETAILS FOR 13 WEAKEND JOINT 12 SECTION ADDITIONAL INFORMATION 11 SECTION ADDITIONAL INFORMATION 10 SECTION ADDITIONAL INFORMATION A7 A7 scALE: 3'=1'-0' A7 SCALE: 1'/2"=1'-0' A7 SCALE: 1'/2"=1'-0" A7 scALE: 1'/2"=1'-0" PROJECT SHEET NO. 8 OF 17 177 / GENERAL FOUNDATION 22. EXPOSED CONCRETE FORMING AND FINISH SHALL BE AS NOTED ON CONSTRUCTION ELECTRICAL CONDUIT PLACEMENT DRAWINGS. SEE DRAWINGS FOR DETAILS. a 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. CODE (1997 UNIFORM BUILDING CODE), AND ANY OTHER REGULATING AGENCIES WHICH HAVE23. 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. DO w DO NOT OVEREXCAVATE. MINUTES. CONCRETE OVER 90 MINUTES OLD SHALL NOT BE PLACED. CONDUIT CONGESTION SHALL REQUIRE ADDITIONAL REINFORCING PER STRUCTURAL CC Q 2. BUILDING SHALL NOT BE OCCUPIED DURING REMODEL WORK WHERE: (B} ALUMINUM CONDUIT M ENGINEERS RECOMMENDATIONS.NOT PERMITTED. o G 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 REMODEL WORK. SLAB ON GRADE. Q B) REQUIRED EXITS ARE NOT AVAILABLE OR ARE OBSTRUCTED. ANCHORAGE TO EXISTING CONCRETE (C) ELECTRICAL CONDUITS ARE NOT PERMITTED IN CONCRETE TOPPING OVER METAL DECK. U 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'-O" FROM FINISHED SLAB OR 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 ICBO E.R. #5193 OR O r: SHALL TAKE PRECEDENCE. 5. FOOTINGS MAY BE CONTINUOUS FOOTINGS I AND 000 PSFGNED TO EFOR ISOLATED FOOTINGS.BEARING PRESSURES F 1040 PSF FOR SIMPSON SET OR ET PER ICBO E.R. #5279. ALL ANCHORS SHALL BE A-36 RODS WHICH (C) ALUMINIMUM CONDUIT IS NOT PERMITTED. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE THREADED FOR THE TOTAL EMBEDMENT LENGTH SPECIFIED ON DRAWINGS. ! , 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. 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. =`; 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 J., o INSPECTOR LICENSED BY THE CITY OF RANCHO CUCAMONGA. 2. MINIMUM FORMULA REQUIREMENTS. DIAMETER OF DOWELS PLUS 1/8" UNLESS RECOMMENDED OTHERWISE BY THE (A) NO SHRINKAGE AFTER PLACEMENT 8. ALL PIPES 6. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. , DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTINGS, MANUFACTURER AND APPROVED BY THE CITY OF RANCHO CUCAMONGA. (B) NO EXPANSION AFTER SET (ASTM C-827) cn LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD. (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 O0N 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) m O w PRIOR TO STARTING CONSTRUCTION. EXISTING REINFORCEMENT FOR APPROVAL BY THE CITY OF RANCHO CUCAMONGA. (E) f c (COMPRESSIVE STRENGTH) AT 28 DAYS = 5000 PSI ~_ 9. NO SLEEVES SHAH BE PERMITTED THROUGH ANY GRADE BEAM UNLESS DETAILED ON o p a- 8. THE CONSTRUCTION SPECIFICATION IS AN INTEGRAL PART OF THE DRAWINGS AND MUST STRUCTURAL DRAWINGS. 6. DEPUTY INSPECTION IS REQUIRED FOR ALL ANCHOR BOLTS AS SPECIFIED IN THE ICBO > z z w BE STUDIED BEFORE COMMENCING WORK AND ADHERED TO DURING CONSTRUCTION. EVALUATION REPORTS. CD w 10. NO CONCRETE SHALL BE PLACED UNTIL THE CITY HAS INSPECTED AND APPROVED cCj CD w THE BOTTOM OF FOOTING EXCAVATIONS. STRUCTURAL STEEL < v 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 POSSIBLEw VARYING SUBSURFACE SOIL CONDITIONS REINFORCING STEEL FOR CONCRETE AND MASONRY 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN Z 10. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING . ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, DRAWINGS AND/OR SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF 1. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OFFABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS O l` THE CITY OF RANCHO CUCAMONGA BEFORE PROCEEDING WITH THE WORK INVOLVED. ASTM 615, GRADE 40, FOR STIRRUPS, TIES, BARS #4 AND SMALLER AND GRADE 60 FOR ALL (LATEST EDITION AND SUPPLEMENTS). I- CONCRETE OTHERS. 0 J, 11. WORKMANSHIP SHALL NOT CAUSE DAMAGE TO EXISTING CONSTRUCTION. 2. STRUCTURAL STEEL SHALL BE AS FOLLOWS: 3 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) a_ CONDITION. AND BRACED TO MAINTAIN THEIR SHAPE AND ALIGNMENT UNTIL NO LONGER NEEDED TO a_ SUPPORT THE CONCRETE. ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE 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 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" 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 WATER. 5. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: CONCRETE POURED AGAINST EARTH E. STEEL TUBES ASTM A501 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". Y SHALL NOT BE CONSTRUED AS ACCEPTING RESPONSIBILITY FOR SAFE CONSTRUCTION F. PLATES, ANGELS AND ALL OTHERS ASTM A3fi 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 & A572 ARE NOT _J Q THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL STRESS, CREEP, OR DEFLECTION. SHALL NOT OCCUR IN THE SAME LOCATION. ACCEPTABLE AS BEAMS FOR FRAMES. 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: }" INCLUDES BUT IS NOT LIMITED TO DIMENSIONS BEING CONFIRMED AND CORRELATED AT Q 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 A. ALL STEEL TO STEEL CONN. SHALL BE HIGH STRENGTH A325 SC CLASS A DISCREPANCIES ARE FOUND. 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). W - (A) 3000 PSI FOR WALLS. B. ANCHOR BOLTS SHALL BE A36. cr 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 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 G PROVIDE PLASTIC SHEETING OVER EXISTING EQUIPMENT IF ANY. CONTRACTOR SHALL THE CITY. BEFORE FABRICATION. REFER TO THE PROJECT DETAILED SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL 6. CONTINUOUS INSPECTION REQUIRED FOR ALL CONCRETE STRENGTHS INCLUDING SHOTCRETECIS . INSPECTION BY DEPUTY INSPECTOR IS REQUIRED FOR THE PLACEMENT 9• 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 0 REQUIREMENTS. EXCEEDING 2000 PSIBOND. 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. Q CUCAMONGA. NOTIFY THE CITY OF RANCHO CUCAMONGA OF WORK OUTSIDE THE 8. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE 11, LOW ALKALI. IN THE DESIGN DRAWINGS. W 7. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING AND W 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 ALLOWED ON THE SITE AT ANY ONE W FACILITATE CITY'S OPERATIONS. SCHEDULE THE WORK TO ACCOMMODATE THIS REQUIREMENT. TIME. w 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 _ Q DAMAGED OR DEMOLISHED DURING CONSTRUCTION ACTIVITY. REFINISH SURFACES TO LIMITATIONS: MATCH ADJACENT FINISH. FOR CONTINUOUS SURFACES, REFINISH TO NEAREST (A) FOOTINGS, 1 TO 1 1/2 INCH MAXIMUM z z INTERSECTION OR NATURAL BREAK. FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. (B) WALLS, COLUMNS AND STRUCTURAL SLABS, 3/4 INCH MAXIMUM 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. � 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 TESTS 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 MATERIAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS ON THE PLANS. LABORATORY TECHNICIANS SHALL PERFORM ALL REQUIRED LABORATORY TESTS. J 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 cc 0 SUPER PLASTICIZERS ARE USED, THEY SHALL BE INCORPORATED INTO THE CONCRETE MIX DES z J 16. ANCHOR BOLTS, DOWELS, INSETS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO U Q POURING CONCRETE. c 17. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" fr W CHAMFER U.N.O. ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS. Lj rv)In- z W 18. THE CONTRACTOR SHALL INFORM THE CITY OF RANCHO CUCAMONGA AT LEAST 3 DAYS PRIOR TO POURING ANY STRUCTURAL CONCRETE SO THAT THE CITY OF RANCHO CUCAMONGA MAY HAVE THE OPPORTUNITY OF REVIEWING THE WORK PRIOR TO CONCRETE PLACEMENT. �- 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. _ Cn 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 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 SPECIFIED STRENGTH IN 28 DAYS IF SO DIRECTED BY THE CITY OF RANCHO CUCAMONGA. ANY Scale: AS SHOWN DEFECTS IN THE HARDENED CONCRETE SHALL BE SATISFACTORILY REPAIRED OR THE , /3p VIP Y HARDENED CONCRETE SHALL BE REPLACED. Drown: A.S. Job: Sheet: S1 PROJECT SHEET NO. 9 OF 17 177 / STRUCTURAL WOOD CONCRETE MASONRY 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR - LARCH GRADE MARKED BY A RECOGNIZED GRADING Q 1. CONCRETE BLOCK MASONRY UNITS: GRADE N IN ACCORDANCE WITH ASTM C90 MEDIUM WEIGHT. AGENCY (WCLA, WWPA, OR WCLIB). MASONRY UNIT COLOR AND FACE TEXTURED AS NOTED ON CONSTRUCTION DRAWINGS. MASONRY UNIT 0 ti SHALL BE CLIMATIZED TO SITE AND HAVE STRENGTH VALUES AS FOLLOWS: z 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 0 Li 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 U LEDGERS GRADE #1 3. CONTINUOUS INSPECTION IS NOT REQUIRED, UNLESS NOTED OTHERWISE. (LINTELS AT BUILDING W REQUIRE SPECIAL INSPECTION) (B) FOR VERTICAL MEMBERS: 2X4 STUDS CONSTRUCTION GRADE4. MORTAR SHALL BE TYPE M CONFORMING TO ASTM C-144, WITH A MINIMUM 28 DAYS 2X6 AND LARGER STUDS GRADE #2 COMPRESSIVE STRENGTH EQUAL TO 1800 PSI. O POSTS AND TIMBERS GRADE #1 5. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: I/ , 4. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILE. OR 2000 PSI FOR 1900 PSI MASONRY UNITS v ` _ 3750 PSI FOR 3750 PSI MASONRY UNITS r. 5. UNLESSz ADMIXTURES WHEN USED SHALL BE PER MANUFACTURER?S RECOMMENDATIONS AND WITH THE z OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. - , APPROVAL OF THE BUILDING OFFICIAL. 6. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. M 6. PORTLAND CEMENT - ASTM C150, TYPE I, LOW ALKALI. U- 7. N� o 7. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. ;7 CD 7. GROUT REQUIREMENTS: 0 rn I 8. CONNECTOR DESIGNATIONS REFER TO STRONG-TIE CONNECTORS BY SIMPSON COMPANY, BREA, o CALIFORNIA, UNLESS NOTED OTHERWISE. THE MINIMUM NAILING REQUIREMENTS ARE AS FOLLOWS: (A) GROUT MIX SHALL BE IN ACCORDANCE WITH UBC STANDARDS WITH A MINIMUM COMPRESSIVE cv STRENGTH OF 2,000 psi. LIJ (A) USE COMMON WIRE NAILS FOR ALL CONNECTIONS, UNLESS NOTED OTHERWISE. SINKER NAILS ARE (B) GROUT STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW OR EXISTING TEST REPORTS FROM m w w NOT ALLOWED. SEE HANGER MANUFACTURER FOR NAIL SIZES AND QUANTITY. .APPROVED LICENSED TESTING LABORATORIES PRIOR TO BATCHING. z a- (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 CD w z w SIKA GROUT AID, OR EQUAL, SHALL BE 6-7 INCHES. orf � w 9. PROVIDE BLOCKING OR BRIDGING PER LATEST EDITION OF THE U.B.C. 8. ALL CELLS IN MASONRY SHALL BE SOLID GROUTED, UNLESS NOTED OTHERWISE. tY Q v w 10. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION Z AFG-01. 9. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING. z O 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. 1 BY THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON PLANS. U J ^ 11. ALL WALLS SHALL BE CONSTRUCTED USING RUNNING BOND BETWEEN MASONRY UNITS, UNLESS Ld 12. PREDRILL ALL HOLES FOR 20d NAILS AND LAG BOLTS. OTHERWISE NOTED. O 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 ft� 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. a- 14. 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 (B) THREAD PORTION - 0.60 TO 0.75 DIAMETER OF THREAD AND SAME LENGTH. 4'-0" IN HEIGHT. 15. MACHINE APPLIED NAILING SHALL NOT BE USED UNLESS SATISFACTORY INSTALLATION IS 15. CONCRETE MASONRY CONSTRUCTION SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE U) DEMONSTRATED ON THE JOB AND ITS USE IS APPROVED BY THE GOVERNING CODE INSPECTORS. SPECIFICATIONS. APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. 16. ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS SHALL BE SET ON A MORTAR BED, Ir 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. W LENGTH OF ANCHOR BOLTS SHALL BE SUFFICIENT TO GRIP FULL NUT AND BE ANCHORED AT z LEAST 6 INCHES PLUS HOOK INTO MASONRY OR CONCRETE. C--) (B) FOR WOOD NAILERS TO STRUCTURAL STEEL, USE 5/8" INCH DIAMETER STUD BOLTS AT 2'-O" Q G ON CENTER TO STRUCTURAL STEEL UNLESS OTHERWISE NOTED. U 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 z V OTHERWISE. w Lu 20. FOR SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS, SEE CONSTRUCTION W DRAWINGS. FRAME ALL FOUR SIDES OF OPENINGS WITH ADEQUATE MEMBERS AND \ Q CONNECTORS. 21. SEE CONSTRUCTION DRAWINGS FOR SIZE AND LOCATION OF NON-BEARING PARTITIONS. 0 LL.1 w J Q F- Z U Q w Of a- U) J w Q oC 0 Z UQ D OC oC w w � w J F- v 1- w w V) REV: REV: REV: `G �- Date: APRIL 2001 Y Scale: AS SHOWN Drawn: A.S. f ( Job: Sheet: S2 PROJECT SHEET NO. 10 OF 17 177 / rQ V o w Q 0 U U 80'-0" 80'-0" 29'-4" 50'-8" 4 of 50'-8" Q y TYP S5 � w � o LL- Lo T��.1.:l x..:1...:1"1::7:.....7. .... .... . . ., „ CD �.... ..... .......... 9 TS9wx6wx 1/2•• I ........ ..... ... ..... ..... ... ..... .... ..... .......... ..... ....<..... .........._..... .....,..... ......... ..... ...... ..... .... civ 0 S6 SIM. I 6 �- vi 1 6 12 L_ 1— J s5 L — �-- °° w � ss y a ? 2'-8" r U �w c zo x STORAGE SHED o w w 10 10 LLJ ss TS12'x4'x'/2" ss ! o BUILDING "B" (E) STORAGE _-__- _......_..., — , ! (E) MAINTENA BUILDING o �_ �' '� N SIM. 3 j N a N 2'-8" z wx S6 ✓? � o I o 5 7. cc cn 2'-0" rn 9 _ I TTP. S5 O r ti �� F1 S6 4 r 6 r — C) J SIM. w i TS9"x6wx'/2" S6 \ S5 I S5 0 J � _ F F "-8 ti o0 N S6 S6 13 S6 `V N N l N (E) CONCRETE SLAB o J I' N (E) MAINTENANCE YARD N Q .. .... ......................- ........... ..... ......... .....: (E) A.C. PAVEMENT 1 _ 0- 'v 1 N. N p >- w 2 � Z S5 17V 11J DCC Q C G r s � V O Z I N o I ~ O O U 4 I I W S6 ( C w S6 I I LEGEND 1 3 W Q S5 I I S5 / I � a � INDICATES 2x8 RAFTER 1 0 24" O.C. I I\ J UJ 8 00 s5 w � INDICATES 2x6 RAFTER TIES ® 24" O.C. I I 1= Z 0 2'-0" I BUILDING "A" I 2'-0" U Q a: w ¢o FOOTING FOOTING ujROOF DIAPHRAGM I 3 Of W o � /2" CDX WITH 10d PLYWOOD NAILS ® 4" O.C. AT BOUNDARY, N w w 6 O.C. AT EDGES AND 6 O.C. FI NAILING ` WEAKEN INT X FIELD LNG ED JO TYP. 13 z I A7 LL coI C) EXISTING HIGH VOLTAGEI o 1 a ELECTRICAL CONDUIT L— �o — — ——J (n p PROTECT IN PLACE — ::7- 7 7 ,�x Q G. 2 1 W J S6 S5 z 0- 0 a CD 20'-0" z r�rt Q C z 0Q W J u- 0 o z ROOF FRAMING PLANS - BUILDINGS "A" & "B" N 1 FOUNDATION PLANS - BUILDINGS "A" & "B"N - w L m S3 SCALE: '/g`=1'-0" RED HILL COMMUNITY PARK S3 SCALE: '/g"=1'-0" RED HILL COMMUNITY PARK -r _. REV: REV: / r REV: Date: APRIL 2001 Scale: AS SHOWN Drawn: A.S. Jab: - Sheet: S3 PROJECT SHEET NO. 11 OF 17 1 7 7 1 Q O w 0 25'-8" 37'-4" 25'-8" 37'-4" Qr , OVERHANG 3'--5" SIM. 4 D 5 4 12 13 SIM. 5 13 9 SIM. S5 13 U 4' S7 S7 S7 S7 S6 S6 S6 S6 O N TS6"x6"x 1/2" " COLUMN " " , " s C 7 TS12 x6 x/2 6 ✓� ✓ S5 C" z S7 S6 �., 3'- 0„ CCCL 11 10 (E) MAINTENANCE BUILDING o S7 S7 Fq�,tio 0 14 r W I S6 j ori _ " " _ ►n p 4x14 RIDGE 5:12 BUILDING C ?� ' O Q, I (E SLOPE STORAGE SHED `� N E 3 M �Q 6 S7 r w N j N aLLJ ! to v •x bi x 1 �1.. O a_ 5 I L jZ z x 12 13 8 5 `" 0 v w ~ t • TS6"x6"x1/ " S5 O w S7 S7 S7 S7 `� COLUMN 2 ) O w 12'x6"x 1/' CD 7 1 F- �? LLJ _..... ............................ .... ..... ........._......... S5 r•, �:..... � W Q v � � ti ............................................ z 9 J 5 13 9 S6 OC SIM. S7 ss Ss ss ss (E) STORAGE 24' oN: w ~ O TRIM 4x14 HIP AS REQUIRED 0 MATCH RAFTER NOTCH AT � OVERHANGS, TYP. � ti (E) MAINTENANCE YARD (E) A.C. PAVEMENT LEGEND E Cn INDICATES 2x8 ROOF RAFTERS .... ..... ......... .......... ................... ......... ..... ......... .............. .... ..... ..... ....c.......... .... ..... .... ... .............. ..... ........_....... ..... ....................... .......... ..... ............................................... .............' ® 24" O.C. .J Q ..L ILL ROOF DIAPHRAGM w 1/2" CDX WITH 10d PLYWOOD NAILS ® 4" O.C. AT BOUNDARY, N N 6" O.C. AT EDGES AND 6" O.C. FIELD NAILINGF"— : 2 ROOF FRAMING PLAN - BUILDING "C" „REFERENCE 1 FOUNDATION PLAN - BUILDING C„ REFERENCE Q S4 SCALE: 1/8"=1'-0' HERITAGE COMMUNITY PARK NORTH S4 SCALE: 1/8”=1'-0" HERITAGE COMMUNITY PARK NORTH U) F- O z wW wQ > F- 0 EE irw w - o z w a o Cn z Q CU LL O (D Oz CC o 0J ErD w Om J o w LL w V) REV: REV: REV: Date: APRIL 2001 Scale: AS SHOWN Drawn: A.S. Job: Sheet: S4 PROJECT SHEET NO. 12 OF 17 17 j I Q a c� CONCRETE SLAB PER CONCRETE SLAB z FOUNDATION PLAN WHERE OCCURS CO F-- a a G o #5 ® 8" O.C. ° ° d #5 ® 24" O.C. U , '' VERTICAL, EACH FACE ��� o " �. ° i CONCRETE BOND BEAM 8 SLUMPED VERTICAL AT CENTER #5 ® 12" 0. SUBGRADE PER 8 MIN. THICKNESS BLOCK SOLID GROUT OF BLOCK HORIZONTAL SOILS RECOMMENDATION "' 4% U a ° 4"x8"x16" SLUMPED d a #4 DOWELS ® 12" O.C. 18" BLOCK SOLID GROUTED EMBEDED 5" INTO EXISTING • TYPICAL20-010 2-#5 CONT. I WALL W/ NONE SHRINK GROUT 36" U :f #4 ® 48" O.C. '--#5 ® 24" O.C. � � HORIZONTAL #4 DOWELS ® 2-#4 CONT CONC. SLAB & BASE 12O.C. �r " , PER SOILS RECOMMENDATION o_ #5 ® 12" O.C. MINIMUM 51/ " THICK SLAB LL WITH #3 BAf AT 18" O.C. O rn 'i' N I EACH DIRECTION 1-#5 N o • W Ci 3 SECTION ��/��%` — o � Ckf o CAVITY o 4 /\� � w Z w S5 SCALE: 3/4"-1'-0" -i oCD w ' CONCRETE BACKFILL (� i C? w #5 ® 8" O.C. SLOPE TO DRAIN AT Q v Of � PROTECT EXISTING � Q EXISTING PERIMETER VERTICAL, EACH FACE 4% MIN. SLOPE. PROVIDE \��\/�\ 4Q AT BOTTOM z Z PERIMETER WALL 1- 5 CONT. LLJ 4 WALL. PROTECT IN PLACE HIGH POINT AT THE /i� 4 " " AND FOOTING IN PLACE SUBGRADE PERJ \� - � O 4 � MIDDLE OF BUILDING A � 4 SOILS RECOMMENDATION _ 3" n -1 #5 CONT. CN 1-- Q _ 2'-0" 2._ ,� d N CLR. " -3 J✓ ) 4 Q 8 `•, > �, #5® 24 O.C. 36" O N #5 BARS ® 12" O.C. .h , f ---- - - -• 16„ a- 16 4" SQUAREx'/ " ��` T THROUGH 1"0 HOLES 4 2 \�\�,� AT EXSITING OTING /%�//� ` Q 2-#5 CONT. THICK WASHER � 4 AND NUTS 5-#5 BARS 0 a _ ; Q d � 24" Q pe, v 12" LONG #5 DOWELS a �t ® 6" O.C. EMBEDED 6" ° a I Y INTO EXISTING FOOTING d W/ NONE SHRINK GROUT ALTERNATE 6 d Q ALTERNATE (n'P•) ° d a d SEE DETAIL 1 FOR ADDITIONAL INFORMATION BENT ' ' ' ' a ' S5 2 ° a 13" CLR. #5 BARS #5 BARS v NP' w EQUALLY SPACED ® 12" O.C. Z 6'-p" SEE DETAIL 5/S FOR ADDITIONAL NOTES 5 FOOTING SECTION4 FOOTING SECTION ( 2N\), SECTION 1 SECTION Q S5 SCALE: 1'/2"=1'-0" S5 SCALE: 3/4"=1'-0" S5 SCALE: 3/4"=1'-0" S5 SCALE: 11/2"=1'-0" Cn 0 ZU WW 2'-0" NOTE: 2'-0" TS COLUMN PROVIDE SPECIAL SEE PLAN INSPECTION FOR j Q LINTEL CONSTRUCTION . 2" B - o - °D °O z #5 ® 8" O.C. _ J�- ( 12"x12"x 3/4" THICK VERTICAL, EACH FACE Cc W NP' BASEE PLATE W/ • - 2- 6 -� 4- /4"0 ALL THREADED # ANCHOR BOLTS #5 ® 12" J — 0 HORIZONTAL z U Q 2-#5 JAMB 6-16 BARS w BARS AT EACH 00 FACE 8" MASONRY WALL Z EXISTING EXTERIOR #3 TIE ® 6" O.C. WALL LIFOOTING N PLACE AND AT TOP 24 INCHES, PROTECT 9■ O.C. ELSEWHERE N W U Z .................................................: Z a N 0 41 W .......................i -1LLj / 1 Cn eTYPICAL REINFORCEMENT AT OPENING y. ........................... `.J J ui �ISV SCALE: '/4"=1'-0" L _ -J (n Q Z Z WW 00� W 0 0 w SECTION a ° ` ' �- 0 B Q Z w 0Q a Q J Z F- ............................................................... 3 E - D N Q 4 4 #5 ® 12" O.C. w LL0 3" 4 = CLR. V) • REV: CrQ REV: � J 4-#5 BARS REV: A Date: APRIL 2001 • 2'-8" Scale: AS SHOWN Drawn: A.S. 2'-0"f #3 TIES �o j. Job: Sheet: 7 SECTION A s SECTION SECTION S5 S5 SCALE: ' SCALE: 1'/2'=1'-0" PROJECT SHEET NO. 13 OF 17 ) 77 / 21/2"0 ACCESS HOLE .� Q DOUBLE NUTS TS PER PLAN CONTINUOUS SHAPED WOOD B.N. ROOF SHEATHING z 1" THICK LEVELING PLYWOOD BACKING GROUT B.N. SIMPSON ST6224 SIM. HGA10 0 16" O.C. 2x RAFTER O Q ® 24 SEE PLAN O.C. CENTERED ROOF SHEATHING a AT RIDGE BEAM 2-#5 3-10d PER B.N. PLYWOOD SHEATHING U BLOCKING SIM SONO A35 16d ® 6" O.C. 2x RAFTER SIM. HGA10 :D Y`'�► Z ROOF 1 0 24 O.C. B.N. RAFTER 2x6 \ U 2x BLOCKING T 16d ® 6" O.C. 0 W/ 3-16d NAILS cli 202 PER BLOCKING 2x8 BLOCKING E.N. U 2x10 CONT. ® 24" O.C. > 16d ® 6" 0.C. 2x6 RAFTER TIES AT z T#5 ® 12" O.C. LEDGER PLYWOOD SHEARWALL EACH RAFTER W SIMPSON "U" PER SCHEDULE BELOW 5 " /7-16d HANGERS OR /g T-111 PLYWOOD NAILS AT EACH CONNECTION #5 ® 8" O.C. EACH FACE EQUAL TS PER PLAN W/ C) %*0 STUDS WELDED 2x4 CRIPPLE WALL LL 2x6 BRACING 3x8 PRESSURE TREATED -� �3)® 24 1 D.C., EACH SIDE ® 24" O.C. W/ 4-16d r WALL PLATE W/ 2-#5 AT TOP 0 a' I ///—on CMU NAILS AT EACH END E.N. 16d ® 6 O.C. 5/8"0 A.B. ® 24" O.C. "' o SOLID GROUT MIN. 8 EMBED. INTO rz SIM. HGA10 0 16" O.C. MASONRY. PROVIDE " m w w 3 SECTION AT TS RIDGE BEAM • 2"x2Y/4" WASHER PLATE 8" C GROUT — � � o 5 SECTION AT EACH ANCHOR BOLT. K11 U > Z z x S6 SCALE: 11/2"=1'-0" S6 SCALE. 11/2'=1'_0* 2-#5 AT TOP O) w w 3x8 PRESSURE TREATED #5 ® 24" O.C. cU WALL PLATE W/ � w 5/8"0 A.B. ® 24" O.C. VERTICAL AT CENTER < v � Of PLYWOOD SHEATHING MIN. 8" EMBED. INTO 8" CMU OF BLOCK W SEE PLAN MASONFY. PROVIDE SOLID GROUT #5 ® 24" O.C. z 2 x2 x /4 WASHER PLATE HORIZONTAL O l < AT EACH ANCHOR BOLT. B.N. 16d AT 8" ox. SIMPSON A35 B.N. #5 0 24" O.C. w BOTH SIDES OF SIMPSON ST6224 VERTICAL AT CENTER -D RAFTER ® 24" O.C. CENTERED OF BLOCK O Q' AT RIDGE BOARD � PLYWOOD SHEATHINGF/t2 #5 ® 24" O.C. RAFTER HORIZONTAL 2x CONTINUOUS NAILER 2x BLOCKING 2-16d NAILS INTO 202 RIDGE SHEARWALL SCHEDULE EACH RAFTER BOARD %" PLYWOOD SHEATHING W/ 10d —� 2x RAFTER PLYWOOD NAILS ® 6" O.C. FIELD Q< AND 4" O.C. BOUNDARY CONTINUOUS RAFTER Q L1.1 — D NOTE: NOTE: 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'-0" (n S6 SCALE: 1 1/2"=1'-0" S6 SCALE: 1�/2"=1'-0" O " U s" 2'-0 z" 2-3/4"0 M.B. A35 ® 12" O.C. W w " AT RIDGE BEAM 3 3„ 21/2"so ACCESS ROOF SHEATHING HOLE, TYP. 3-16d PER E.N. ui Q [145 BLOCKING ROOF SHEATHING S6 TS PER PLAN 16d 0 6" O21) 1 .C. p °O SEE PLANK SIMPSON A35 EACH SIDE OF O — ROOF 2x6 RAFTER TO BLOCKING ir W — — - - — RAFTER B.N. CL 2x BLOCKING _ Q 1/2END” THICK 2x12 J �r TS PER PLAN 31/2"x12"x1/2" PLATE (TYP,) LATE " 16d ® 6" O.C. ~ 2x8 BLOCKING 16d ® 6" O.C. ® 48 0.C. SIMPSON A35 z W/ 1/2" FILET WELD 11 — — — — — NP. ® 6" O.C. N. TWO PER BLOCKING U Q ALL AROUND AT COLUMN w S6 3x PLATE � 1" THICK O LEVELING GROUT 2x4 CRIPPLE WALL � iv 2x4 STUDS 0 1-#5 JAMB BARS 16" O.C. T-111 PLYWOOD TS4"x4"x1 I 00 ® EACH FACE SIDING TS"BEAM W/ /2 © 5/8"0 WELDED BOLTS 3/4"0 ANCHOR BOLTS ® 24 O.C. W/ MIN. 12" EMBEDMENT INNTO MASONRY WITH 5 r DOUBLE NUTS ABOVE / PLYWOOD SHEATHING W/ 1 8d NAILS ® 6 O.C. FIELD Q AND 4" O.C. BOUNDARY TS PER PLAN w 10 SECTION 9 SECTION 8 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" 0 2x6 ROOF RAFTER z 2x8 RIDGE BOARD (SEE PLAN) Q r6 (E) 8" CMU WALL S6 1 -0" TS4"x4"x 1/2" O Sgg HEATHING000 %" PLYWOOD SHEATHING W/ 10d NAILS ® 6 O.C. FIELD 2x4 CRIPPLE WALL f— 2x4 CRIPPLE WALL (N) 8" CMU WALL ? AND 4" O.C. BOUNDARY STUDS SPECED ® 16" O.C. I 3 " ~ ® 16 O.C. { ...... i /4 0 M.B. W w (E) PLYWOOD I iTHICK W12" 2" T-111 PLYWOOD _ SHEATHING, PROTECT] • • • • SIDING BENT PLATE W/ 1/2" FILET 1_4V) IN PLACE 2x BLOCKING REV: AT LOWER BEAM �j `� • • • • ALL AROUND 00 Z9 I SIMPSON SET EPDXY REV: � (E) 4x6 WALL PLATE �1f OR EQUAL (REQUIRES / N SPECIAL INSPECTION) Rte; V� �' " E.N. — — 5/e"0 TREADED ROD WITH MIN. E#AC® AC O C #4DOWELS ® ; 5 MIN. Date: APRIL 2001 8 OF EMBEDMENT INTO EXISTING TYPICAL 24" O.C. STAGGERED REMOVE INTERFERING MASONRY ® 48" O.C. W/ NON-SHRINK TS PER STRUCTURAL Scale: AS SHOWN PORTIONS OF EXISTING ` GROUT-CENTER TREADED ROD BETWEEN PLAN W/ 5/8"0 STUDS ROOF RAFTERS BEYOND EXISTING ANCHOR BOLTS WELDED ® 24" O.C. Drawn: A.S. THE WALL PLATE Job: Sheet: ......................... ......................... TS PER PLAN 14 SECTION �13PLAN VIEW 12 SECTION 11 SECTION S6 56 SCALE: /4"=1'-0" 56 SCALE: 11/2"=1'-0" S6 SCALE: 11/2"=1'-0" S6 SCALE: 11/2"=1'-0" PROJECT SHEET NO. 14 OF 17 177 / 2x6 ROOF RAFTER SIMPSON ECC OR 2x8 RIDGE BOARD Q EQUAL STRAPS 6 TS BEAM 3/ "0 M.B. ROTATED 90' S6 SEE PLAN TY�ICAL _ — -- 4" Lv PLATE ND — WALL SPLATE TREATED o_N � 0 -2-#5 - - t • -J l cc 2 G a BENT PLATE Q 4x6 POST S7 _-__- 1- 5 (E) 46 WALL PLATE 6"x6"x'/2" BENT R -- -- -- ♦ _ - (E) PLYWOOD , SHEATHING, PROTECT :h SEE DETAIL 5/S7 W/ '/4" FILLET WELDING #5 ® IN PLACE / U ALL AROUND, TYP. 16" O.C. j / -�; BENT PLATE =- 0 _ VV / (E) 4x6 WALL PLATE U 2-#6 w /.N. TS COLUMN BELOW - - -- - o 75 " Z TS PER PLAN I SEE PAN _i /g 0 TREADED ROD m IN 1"o HOLE W/ K Q . EPDXY GROUT. cc J w REQUIRES SPECIAL REMOVE INTERFERING INSPECTION. o PORTION OF EXISTING f LL f ROOF RAFTER BEYOND 0 rn < N CO W w VS7) SECTION s SECTION 2 SECTION 1 SECTION (� � z SCALE: 1 '/2"=1'-0" S7 SCALE: 12 w21SCALE: / =1 -0 O 4 c-3 C] w w Z B.N. SIMPSON "ST18" TS BEAM TS BEAM O 4 TS PER PLAN EUQAL EUQAL STRAPSEE PLAN SEE PLAN ~ AT 48" o.c. W CENTERED AT BEAM — � 2x NAILER BENT PLATE af a- ROOF RAFTERS IY lo PLYWOOD SEE PLAN , SHEATHING — — 6"x6"x1/2" BENT I- SEE PLAN EAM W/ '/4" FILLET WELDING W/ B/2"0 WELDED WOOD BEAM I PLACE AT OUTSIDE ALL AROUND, TYP. STUDS ® 24" O.C. - - SEE PLAN 1/4 I F ACE OF THE '/4" END PLATE -- 1.. I J TYP. I I .J Q /4 = a— SIMPSON "U" HANGER (U.O.N.) TS COLUMN BELOW TS BEAM SEE PLAN I ( W �- SEE PAN SEE PLAN I I TS COLUMN I I TS COLUMN Z SEE DETAIL 5/S7 PER PLAN I I PER PLAN D 5 SECTION Q 2 s SECTION 7 SECTION ES7) SECTION � S7 SCALE: 1 '/2"=1'-0" S7 SCALE: 1'/2"-1'-0' SCALE: 3/4"-1'-0" S7 SCALE: 1'/2"=1'-0' U) 0 Z CU i 12" DEEP, 1/4" THICK W W2 (D TE SEE 2x NAILER �="�., PED PLATE�DETAIL W Q ` BELOW � HIP RAFTER TS BEAM �/4" TYP. \ I ✓' ;�'"� / / \ \ ``\ 0 W/ NOTCHED ��f / / \ \ END W TSP. I 4" RIDGE BEAM �/ L,i PER PLAN 1 / x /4 SIMPSON GLB W SIMILAR 12" DEEP, 1/4" THICK `X\ I t 7„ O 12 SHAPED PLATE i Of TS BEAM SEE ALSO S7 ALSO SEE 9 I SEE S� / TS BEAM S7 W/ 1/2"0 WELDED SIMPSON ECC SIMILAR / I STUDS ® 24" O.C. Ll OMIT STRAPS TS BEAM (J) TS BEAM 1/4" FILLET WELD =, SIMPSON ECC SIMILAR ALL AROUND Q (SKEWED BOTTOM) F- OMIT STRAPS, TYP. W s is SECTION 11 SECTION to PALM VIEW SECTION 12" S7 SCALE: 1'/2"=1'-0" S7 SCALE: 1'/2"=1'-0' S7 SCALE: 1'/2"=1'-0" S7 SCALE: 1'//"=1'-0" Z a z w 0 SIMPSON GLB I _ SIMILAR, TWO ( U BOLT OPTION oo w W w CIS '/4" WASHER TYPICAL i HIP BEAM V) REV: REV: REV: Date: APRIL 2001 Scale: AS SHOWN G� 3/31/o fV ,/4" Typ• Drawn: A.S. TS BEAM I I Job: Sheet: 13 S7 C 12 PLAN VIEW SEE ALSO J S7 SCALE: 1'/2'=1'-0" PROJECT SHEET NO. 15 OF 17 1771 Q Z 0 Lj < 0 to 0 0 0 0 0 d CD 0 0 N --d- LLJ LLJ LLI LLI w 0 NOOO HILLSIDE ROAD z (E) SOUTH CURB LINE I I I < HILLSIDE ROAD t... ...... ......... . ..... C) LL 0 � I (D 0 - 0 0 04 Id- N of m LI-i z Z L.1-j LLJ C:) L11 (E) WALKWAY VINEYARD AVENUE _:> C) Z >< CD w (E) CURB ly- L.Li a_ >- ...................... 0- — .C3 CDW < C-) N100 El 800 0 8 INCH DIAMETER SANITARY u SEWER PER ORIGINAL PARK "I, CONSTRUCTION DRAWINGS VERIFY LOCATION s 0 0�f a- 3. SOUTHERN BOUNDARY \ \ i; [— OF RED HILL PARK W W W W N500 s \\ I S I Z(E) ELECTRICAL PANEL ....................................................z................................................. < ----------- ............... �/f \ P�����' ` I (E) WEST CURB LINE E1700 0 ///. \ aGQ \� BERYL STREET 'B ING "B" (E) INT. I I ui BUI ING s 8 INCH DIAMETER SANITARY SEWER PER MAINTENANCE PROPOSED CONDUIT < �\ �.. t \\ .......... FACILITY CONSTRUCTION DWGS SERVING BUILDING "A VERIFY LOCATION SEE SHEET El N600 BLLA NG ING U)A-ILA z C) 21\ LU W It— s (E) ELECTRICAL F- W < PANEL W > / / \ F , 39 (E) MAI a. (r WBUILDING U) El 600 6i HIGH VOLTAGE ELECTRIC BUILDING "C" CONDUIT. PROTECT ELECT IC CONDUIT IN PLACE ~ z X < �!_ \ 0 a- N700 EXISTING DRIVE ISLE 4 El 500 4 Z) GRID LINES PER THE ORIGINAL RED HILL PARK CONSTRUCTION z < GRID LINES PER THE ORIGINAL HERITAGE PARK CONSTRUCTION N800 W __j U) Ld (E) ELECTRICAL PANEL BOX REV: REV: N REV: UTILTIY SITE PLAN BUILDING C UTILITY SITE PLAN BUILDINGS )p A$$ AND "Bpt Date: APRIL 2001 - IN ir Al SCALE: 1"=30' HERITAGE COMMUNITY PARK SCALE: 1"=30' RED HILL COMMUNITY PARK Scale: AS SHOWN Drawn: A.S. Job: Sheet: U PROJECT SHEET NO. 16 OF 17 Q Z 44'-8" CO FW- G � Q INSTALL CONDUIT AT 1/2- CONDUIT U INSIDE FACE OF BLOCK WALL 2 _T_ U 3 3 O I U L5-3,5 Z ELECTRICAL LEGEND Q 1 b 1 0 1 b r ? o 5 L5-2 i INDICATES DUPLEX RECEPTCLE WITH LOCKING COVERS. SURFACE MOUNT, CONDUIT AND BOX TO BE STEEL O i RIGID CONDUIT. N o ) i 2 m w cfi INDICATES SWITCH 2 o z U w � o > z Z x ow w 5 a- - . w 4 4x2 TUBE FLUORESCENT T-8 WITH ELECTRONIC Q c ) Of ck� PANEL L-5 BALLAST WITH WIRE MESH GUARDS. 1 2 � L5-1 L5-5 ~ O HID WALL PACK, PHOTO CELL CONTROLLED L5-6 L5-4 HPS 100 W KENALL/SPAULDING OR EQUAL U b a 5 • •�� 5 3 W � i M M O i n 2 LL 'r i i J L.L TO PANEL _j Q N H4 CL ELECTRICAL PLAN BUILDINGS A }- E1 SCALE: 1/4"=1'-0" RED HILL COMMUNITY PARK W 60A BUS V' 3PH, 4 WIRE Z PANEL: H4 ( EX. ) SURFACE MOUNT Z) C MAIN 60A C.B. Q C CTC.B. ' OUTLETS FEEDERS LOAD (VA) L.C.L DESCRIPTION G NoIAMP P LTGRECETC CONDUIT WIRE L-1 L-2 L-3 LOAD O 1 20 11 5 1 2 #12 575 575 SECURITY LIGHTING Z V 3 11 1100 1100 GENERAL LIGHTING 5 10 1000 10001 GENERAL LIGHTING W W ** 7 20 131 5000 TRANSFORMER PANEL—L5 EXISTING MDP � C� — --- --- ' W * 9 — 5 0 0 0 5000 ——— ——— — — — — — — — — — — — — — 13 800A BUS 480Y 277V 306 4W 7 > F- 17 SPECIFIC NOTES OE 4 15 3 #12 3000 9100 TRANSFORMER PANEL-L4 150A W ❑1 15KVA, 480-208Y/120V, 3PH, 4W, DRY TYPE TRANSFORMER. _ 8 — 3000 --- --- 3P w C 102❑ PROVIDE GROUNDING ELECTRODE PER N.E.C. SECTION 250-26(c). -' — p 14 I F31 60OV, 30A, 3P DISCONNECT SWITCH WITH 20A TIM - ~E DELAY z 16 , � 18 (EX.) 3"C, 4- 4/0, + 1 #4, GND. DUAL-ELEMENT CLASS RK-5 FUSES. w Q 8575 9100 9000 2675 I 4❑ PROVIDE LOCAL GROUNDING ON PANEL L5 PER SECTION 250-24, o (EX. ) 3"C, 4- 4/0, + 1 #4, GND. 1996 NEC. UTILIZE TRANSFORM GROUNDING OF PANEL L5. cr TOTAL CONNECTED LOAD 26675 VA. f ❑5 THREE-UNIT PUSH BUTTON STATION, UP-DOWN-STOP, VERIFY RATING SPARE CAPACITY 0 VA. L AND REQUIREMENTS WITH ROLL-UP DOOR SUPPLIER. 25% OF L.C.L 669 VA. _ _ _ _ _ _ TOTAL 27344 VA. @ 480Y/277 V, 3 PH, 4 W, = 32.9 AMPS - — — - - - - — _ _ I * PROVIDE NEW 20 AMP, 3PH BREAKER TO FEED NEW TRANSFORMER. z Q 3 Q I � = 208Y/12OV, 3 PH, 4 WIRE EXIST. I F 60A BUS 10,000 A.I.c. PANEL. L5 ( NEW) SURFACE MOUNT 45KI NEW SKVA Q MAIN LUGS ONLY WITH GROUND BUS I 480-208Y/120V U z CTI C.B. I OUTLETS ' FEEDERS LOAD (VA) L.C.L DESCRIPTIONI _ I I I— � EXIST. 1 3PH, 4W Q No M P LTGRECETC' CONDUIT WIRE L--1 L-2 L-3 LOAD ' _ I SKVA 2 �_ 1 20 11 6 1 1 2 12 480 480 GENERAL LIGHTING 3 16 3 540 CONVENIENCE RECEPTACLES I I I _ U 5 3 540 CONVENIENCE RECEPTACLES j I - I _ (NEW) 1 "C$ 4#6, + 1 #10s GND. ui W m 7 1800 SPARE - -I 9 990 990 SPARE SPARE �EXIST� EXIST. EXISTS I �EXIST� �EXIST� I �EXIST� NEW W 131 PANEL I LIGHTS PANEL PANEL I PANEL I PANEL PANEL i7 I BS I I H3 I L3 H4 I L4 L5 4 w 120 151 I I ( z 2 20 1 4 1/2w 12 450 SECURITY LIGHTING _ — _ J — 33.1 A 4 1 1200 ROLL-UP DOOR 1 Rte: 6 1 1200 ROLL-UP DOOR 2 8 1200 SPARE » REV: 10 1200 SPARE (NEW) 1 "C, 3#12 + 1 #12 GND. 121i 1200 SPARE REV. 16 SINGLE LINE DIAGRAM 18 Date: APRIL 2001 3930 , 3930 3930 4480 , N.T.S. Scale: AS SHOWN TOTAL CONNECTED LOAD 4410 VA. Drown: A.S. SPARE CAPACITY 7380 VA. 25% OF L.C.L. 120 VA. 6.30 Zao/ Job: TOTAL 11910 VA. @ 208Y120 V, 3 PH, 4 W, = 33.1 AMPS Sheet: A - E1 �/SEP ~E/3 MD ✓Ss E3/,q^/ EXr' b/3o/o/ PROJECT SHEET NO. 17 OF 17 177l Planning Division Approval City of Rancho Cucamonga ..Date: (&• ,-O% By: File No: PT r�oo l o yl co For: S OCOLVL Please contact he Planning Division at(909) 477-2750 for final inspection. Y SCF p� S �T as 8116101 PMT2001-04161 SUBMITTAL DATE CASE NUMBER 7484 VINEYARD SITE ADDRESS STORAGE BUILDINGS PROJECT DESCRIPTION 8116101 ORIGINAL SUBMITTAL DATE PLAN CHECKER