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HomeMy WebLinkAbout10150063.pdfGENERAL NOTES 1. ALL WORK SHALL CONFORM WITH CODES, ORDINANCES, LAWS, SAFETY 13. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL ORDERS, DIRECTIVES OF THE CITY, COUNTY AND STATE. CONFORM TO CHAPTER 8 OF THE U.B.C. AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL REQUIRED PERMITS AND 14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION CORRECT ANY PART OF THE WORK FROM FAULT OF MATERIALS, SHALL BEGAN UNTIL THE CONTRACTORS HAVE RECEIVED ALL PLANS AND WORKMANSHIP, DAMAGE, ETC FOR A PERIOD OF ONE YEAR AFTER FINAL OTHER REQUIRED DOCUMENTATION FROM ALL PERMITTING AND ACCEPTANCE OF WORK UNDER THIS CONTRACT. REGULATORY AUTHORITIES, A CERTIFICATE OF OCCUPANCY AND COMPLETE APPROVALS FROM ALL REGULATORY AUTHORITIES SHALL BE OBTAINED BY 15. GOVERNING HEALTH DEPARTMENT APPROVAL IS REQUIRED PRIOR TO THE CONTRACTOR. ISSUANCE OF THE "CERTIFICATE OF OCCUPANCY", 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTORS SHALL FIELD 16. ALL GYPSUM BOARD TO BE 5/8 TYPE "x".ALL GLASS/GLAZING SHALL COMPLY VERIFY EXISTING CONDITIONS, DIMENSIONS AND UTILITIES, AND SHALL WITH; CHAPTER 24 OF THE UBC, THE UNITED STATES CONSUMER PRODUCT NOTIFY THE ARCHITECT AND OWNER OF DISCREPANCIES. THE CONTRACTOR SAFETY COMMISSION AND THE SAFETY STANDARDS FOR ARCHITECTURAL SHALL FIELD LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM GLAZING MATERIALS. DAMAGE. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY TO REPAIR AND REPLACE UTILITIES AND ANY OTHER PROPERTY DAMAGED BY 17. THE SUBCONTRACTOR WILL FURNISH ALL LABOR, TOOLS, EQUIPMENT, OPERATIONS ASSOCIATED WITH THE EXECUTION OF THIS WORK. MATERIALS AND SUPERVISION FOR ITS PORTION OF THE PROJECT. 4. THE SUBMISSION OF A BID BY ANY CONTRACTOR SHALL INDICATE THE 18. THE SUBCONTRACTOR'S FEE INCLUDES SUPERVISION OF THE CONTRACTOR HAS BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SUBCONTRACTOR'S EMPLOYEES. THE CONSTRUCTION DOCUMENTS AND UNDERSTANDS THE LABOR AND MATERIALS REQUIRED TO COMPLETE THE PROJECT AND GAIN NECESSARY 19. THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR LOSS OR EXPENSE MUNICIPAL APPROVALS. RESULTING FROM INJURY ON THE PROJECT SITE. 5. CONTRACTORS SHALL VERIFY ELECTRICAL SERVICE VOLTAGE WITH THE 20. THE CONTRACTOR ASSUMES ALL RISKS IN THE PERFORMANCE OF THE UTILITY COMPANY, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION WORK. OF THE ARCHITECT AND THE OWNER PRIOR TO FABRICATION OR INSTALLATION OF EQUIPMENT. 21. THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION, MATERIAL, EQUIPMENT AND LABOR REQUIRED TO IMPLEMENT THE PLANS AND 6. DO NOT SCALE DRAWINGS! WRITTEN DIMENSIONS SHALL PREVAIL. SPECIFICATIONS. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND OWNER AT THE EARLIEST POSSIBLE TIME FOR A CORRECTIVE DETERMINATION. 22. THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION, SAFETY, ADMINISTRATION AND ALL PHASES OF ITS CONTRACT, 7. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE CONSTRUCTION DOCUMENTS, THE RESPONSIBLE CONTRACTOR, BEFORE PROCEEDING WITH 23. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, COORDINATION, THE WORK, MUST BRING ALL INFORMATION TO THE ATTENTION OF THE MANAGEMENT AND ADMINISTRATION OF SUBCONTRACTS ARCHITECT AND OWNER FOR PROPER ADJUSTMENT. IN NO CASE SHALL INCLUDING OWNERS SUBCONTRACTORS. WORK PROCEED IN UNCERTAINTY OR WITH INSUFFICIENT DRAWINGS. 24. THE CONTRACTOR SHALL PROVIDE A SAFETY PROGRAM FOR THE 8. CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN FOR THE DURATION SITE. OF CONSTRUCTION, ALL REQUIRED SCAFFOLDS, TARPAULINS, BARRICADES, WARNING SIGNS, LIGHTS AND OTHER TEMPORARY CONSTRUCTION 25. THE CONTRACTOR SHALL MEET THE LATEST REQUIREMENTS OF THE UNITED NECESSARY FOR THE PROPER AND SAFE COMPLETION OF THE WORK IN STATES DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH COMPLIANCE WITH CHAPTER 4 OF THE UBC AND ALL PERTINENT STANDARDS AND COMPLY WITH: THE MANUAL OF ACCIDENT PREVENTION IN REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION; ALL APPLICABLE SAFETY AND SANITARY LAWS, SECURITY OF THE SITE DURING CONSTRUCTION THROUGH COMPLETION. REGULATIONS AND ORDINANCES; AND ANY SAFETY RULES OR PROCEDURES THE CONTRACTOR SHALL PROTECT THE SAFETY OF WORKERS, OCCUPANTS ESTABLISHED BY THE OWNER FOR THE PROJECT. AND ALL PERSONS ON OR NEAR THE PREMISES FROM UNREASONABLE RISK OF INJURY AT ALL TIMES. 26. THE DESIGN PROFESSIONAL'S INSPECTION FOR COMPLIANCE WITH THE PLANS AND SPECIFICATIONS SHALL NOT BE DEEMED 9. FIRE EXTINGUISHERS SHALL BE MAINTAINED AT ALL TIMES PER THE SUPERVISION OR CONTROL OF THE CONSTRUCTION MEANS OR REQUIREMENTS OF THE FIRE MARSHAL. METHODS EMPLOYED BY THE CONTRACTOR OR ANY SUBCONTRACTOR. 10. THE CONTRACTOR SHALL MAINTAIN ADEQUATE TRASH BIN(S) ON SITE. SITE 27. G.C. SHALL MAINTAIN AT THE SITE A CONSTRUCTION SET OF PLANS SHALL BE KEEP BROOM CLEAN AT ALL TIMES. DUST SHALL BE CONTROLLED AND SHALL MARK ANY AND ALL REVISIONS MADE DURING THE AT ALL TIMES TO THE SATISFACTION OF MUNICIPAL OFFICIALS AND THE CONSTRUCTION PROCESS. G.C. SHALL PROVIDE MARKED PLANS TO OWNER. THE OWNER UPON COMPLETIONS OF CERTIFICATE OF OCCUPANCY. 11. WHERE IT IS OBVIOUS A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN 28. ROOF TRUSS CALCULATIONS ARE UNDER SEPARATE PERMIT. GENERAL WORK OR A NUMBER OF ITEMS, THE REMAINDER SHALL BE DEEMED CONTRACTOR TO SUBMIT CALCULATIONS FOR APPROVAL PRIOR TO REPETITIOUS AND SO CONSTRUCTED. FABRICATION AND/OR INSTALLATION. 12. DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC., SHALL BE NON- FLAMMABLE OR FLAMEPROOF PER STATE FIRE MARSHAL REQUIREMENTS. �u.. O 71 0 cl r (3 AL p ; A ' '} L oil the 1 ` .0 s hange4�. of „ 11 _ #j plan s sp)?c1,i>`11 rI > SHALL NO`T =,aIION of any EM I � Y OT iAl �"m AAA O r IV g Y.µ a° I a 3.,, n .���x x���LL�Ig;��I"OV� if ." I� $t. -0 110 ' V ' (S> „1 lam? 1I� s.. Pad" f VICINITY MAP - ;.� w r r , il ROOM NAME SYMBOL INDICATES ADA ACCESSIBILITY REQUIRMENT ITEM N0._�l A REVISION NUMBER REFERENCE -POINT 1 ROOM NUMBER �' 2"'--ELEV. N0. 3 INT. ELEV. SHEET CEILING HEIGHT -BLDG. SECTION LETTER "•" ""`BLDG. SECTION SHEET DETAIL NUMBER ! m VAI ARCH 2522 CHAMBERS ROAD, SUITE 100 TUSTIN, CA 9278028- PH: 714-8 8 9 86 FX: 714-828-9060 CONTACT: GENE HIRAO s R« _r r �r • a r it CASE PLANNE r ♦ r ♦ l • a 6r s• EQUIPMENT NUMBER CLIENT: JODIKArrr 14978 SAND CANYON AVE, SUITE 4 IRVINE, CA 92618 r. •a• .. i •! •#• 733-8320 CONTACT: ENGINEERING.IFT P.O. +R A 92619 r • a • • r 13 .. 949-557-4150 CONTACT: . , r NATAVIDAD 8 ASSOCIATES 11576 NITTA TUSTIN, CA 92782 PH: 714-669-5715 FAX: 714-669-5717 Lwart#Tm DP # 2004-92(MASTER ID# 2004-59063) nllf CASE PLANNER: ,„_�3 :yAlvan T.� VERNY CARVAJAL PH: 744-647-5899 LANDSCAPE DEVELOPMENT ASSOCIATE MARTIN EL.L,ENBECKER PH: 714-667-2711_47��J ._... . PUBLIC WORKS DOMESTIC AND IRRIGATION­-WATER.a PHIL.L_IP WAKIL_LI .r PH: 714-647-3322 '.._. a ... ,... w. WATER METER AND TESTING Oa _ a03ulLP TOM DIX tq" i s PH:714-647-3341 - 5 S LEGAL JURISDICTION: CITY OF SANTA ANA BUILDING CODE: 2001 CBC W/ LOCAL AMMENDMENTS, UMC, UPC, NEC 1 &..-..CALIF. TITLE 24 REG. i BUILDING AREA: �( 2,074 SQ. FT. s SEATING: 52 SEAS ZONE: COMMERCIAL } OCCUPANCY: A-3 TYPE CONSTRUCTION. V-N PROPERTY DESCRIPTION SPRINKLER: PER CITY CODE STORIES: SINGLE STORY HEIGHT 25'-0" r ! MATERIAL LEGEND o GRANULAR FILL CONCRETE CONCRETE BLOCK BRICK 11001 WOOD FRAMING (CONTINUOUS) WOOD FRAMING (INTERRUPTED) FINISH WOOD PLYWOOD GYPSUM BOARD STUCCO INSULATION - RIGID INSULATION - BATT • 6 k •` 1. APPROVAL OF THE EXHAUST HOOD SYSTEM SHALL BE UNDER SEPARATE PERMIT. THE HOOD SYSTEM SHALL BE INSTALLED WITH AN APPROVED EXTINGUISHING SYSTEM. INSTALLATION OF THE HOOD AND FIRE PROTECTION SYSTEM SHALL BE PROVIDED BY AN APPROVED MANUFACTURER AND INSTALLED BY A LICENSED CONTRACTOR. 2. FIRE EXTINGUISHERS SHALL BE MAINTAINED ON THE SITE BY THE GENERAL CONTRACTOR DURING CONSTRUCITON TO THE SATISFACTION OF THE ORANGE COUNTY FIRE AUTHORITY. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL A MINIMUM MUM OF TWO PERMANENT FIRE I EXTINGUISHERS TO THE SATISFACTION OF THE FIRE DEPARTMENT PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 3. NOT USED 4. NOT USED 5. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY THE OCFA AND SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS DELIVERED TO THE SITE. ACCESS ROADS SHALL BE MAINTAINED CLEAR OF OBSTRUCTION. 6. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING SYSTEMS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO INSTALLATION. A SEPARATE PLAN SUBMITTAL AND APPROVAL BY THE OCFA IS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 7. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATIONS THEREOF SHALL BE PROVIDED. EXITS, EXIT SIGNS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIALS. (INTERIOR FINISH SHALL CONFORM WITH TITLE 24, CCR, CHAPTER 8) 8. EMERGENCY EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 9. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. A. SIGN "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" WITH 1" LETTERS SHALL BE PLACED OVER THE MAIN ENTRANCE OF THE BUILDING. 10. PROVIDE A SELF --LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED "EXIT„ SIGNS THAT ARE ENERGIZED FROM SEPARATE CIRCUITS WITH BATTERY OR WITH AN APPROVED AUTOMATIC ON -SITE GENERATOR BACK-UP SYSTEM. 1. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING: TRASH ENCLOSURE, SIGNAGE, CANOPIES 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY ADDITIONAL PERMITS NOT LISTED HERE ARE REQUIRED 3. PRIOR TO OBTAINING C 0 PERMIT GC SHALL CONTACT CASE PLANNER AND LANDSCAPE DEVELOPMENT ASSOC. FOR SIGNOFF FIRE AUT HORITY TES _ _.... _. _._...._ .... ..__. _._. _ ...._.._ ._ ..._. _. _ ____. _ .__. _ __..__..._.._._.1. SPRINKLER PLANS SHALL BE SUBMITTED TOAUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. 2. THE KITCHEN EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO AND ACTUATE THE MAIN BUILDING SYSTEM. IN ALL CASES nUSED HEN SYSTEM AND ALARM) PLANS SHALL BE APPROVED PRIOR TO INSTALLATION. 3. 4. 4 5. STORAGE, DISPENSING ORUSE OF ANY FLAMMABLE AND OR COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES AND OTHER HAZARDOUS --MATERIALS SHALL COMPLY WITH THE UNIFORM FIRE CODE REGULATIONS. 6. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNFORM FIRE CODE STANDARD 10-1 AND r--PLACEMENT IS SUBJECT TO APPROVAL OF THE FIRE INSPECTOR. 2 CITY OF SANTA ANA FIRE AUTHORITY FINAL INSPECTION IS REQUIRED. PLEASE SCHEDULE ALL INSPECTIONS AT LEAST TWO DAYS IN ADVANCE. P '-------0 EVISIu^N LAG 7-7-05 PLAN CHECK CORRECTION SHEET INDEX CS COVER SHEET CS- } 00-" BUILDING SECURITY ORDINANCE BS01 BUILDING SECURITY ORDINANCE BS02 BUILDING SECURITY ORDINANCE BS03 BUILDING SECURITY ORDINANCE CIVIL C 1 PRECISE GRADING PLAN C2 EROSION CONTROL PLAN LANDSCAPE E L1 LANDSCAPE PLAN L2 IRRIGATION PLAN L3 LANDSCAPE DETAILS ARCHITECTURAL ADA1 TITLE 24 HANDICAP REQUIREMENT ADA2 TITLE 24 HANDICAP REQUIREMENT ADA3 TITLE 24 HANDICAP REQUIREMENT ADA4 TITLE 24 HANDICAP REQUIREMENT AO SITE PLAN Al FLOOR PLAN Al, 1 DOOR/ WINDOW SCHEDULES & ENLARGED TOILET ROOMS A2 REFLECTED CEILING PLAN A2.1 REFLECTED CEILING PLAN DETAILS A3 ROOF PLAN A3.1 ROOF DETAILS A4 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATION- � A5 BUILDING SECTIONS# A6 WALL SECTIONS A6.1 WALL SECTIONS A7 EXTERIOR DETAILS , A7.1 EXTERIOR DETAILS A8 t. INTERIOR ELEVATIONS A8.1 INTERIOR ELEVATIONS A8.2 INTERIOR ELEVATIONS s h g A8.3 INTERIOR ELEVATIONS A9 ROOM FINISH PLAN A9.1 ROOM FINISH SCHEDULE & DETAILS STRUCTURAL S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 STRUCTURAL NOTES S4 STRUCTURAL DETAILS S5 STRUCTURAL SECTIONS i KITCHEN EQUIPMENT K1 KITCHEN EQUIPMENT PLAN K1.1 KITCHEN EQUIPMENT SCHEDULE K2 KITCHEN EQUIPMENT DETAILS K3 SHELVING PLAN K3.1 SHELVING ELEVATIONS K3.2 SHELVING ELEVATIONS MECHANICAL s Mi MECHANICAL SCOPE, SCHEDULES, GENERAL NOTES & ENERGY FORMS M2 MECHANICAL CEILING PLAN M3 MECHANICAL ROOF PLAN M3.1 MECHAINCAL ROOF DETAILS M4 NOT USED M5 MECH CEILING DETAILS M5.1 EXHAUST HOOD DETAILS - TACO BELL PLUMBING f P1 PLUMBING SCOPE, SCHEDULES, GENERAL NOTES & LEGEND P1.1 PLUMBING SITE PLAN P2 WASTE PLAN P2.1 WASTE DETAILS & RISER DIAGRAMS P3 WATER & GAS PLAN I P3.1 WATER GAS DETAILS &RISER DIAGRAMS P4 PLUMBING ROUGH -IN PLAN & SCHEDULE Title & Scale ui t1.1 C/) <C w > z � O 1�/ w: ca cv LU 1.0 w > M l-- <C 9 0 Z <C U W Lu _J C) W I t-- m N z o I Drown By GW Date: 05-31-05 Project No. 2428 PLAN (HECK END SET PERMIT L-7-05 A, aN .z vA A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Paint, CA 92629 949.443.1820 949.443.1828 FAX ii+ --�..�1--..... -_"SYMO►L1--..i� R.�.....O.........�T UMMR�Y,.i ,�If�iC ,"- -_SHEET .... INDEX .­­­­­­­­----­...�___ -,.",_--"..".­-�.­-"----�........--­__­...­­_­_­_­-...­__­__,__,_,__1 --',"''"'-"----,-,",-,1---------"-,-1 -­1______..... -"--".'.."-"---.-- ___....__.......... ...._........�-S-�-�......_____A______..�,---�.,.-"-----"--.-,-,�-�---�.-.�---.��-"-"�,-"-��,,-,--,---_- i 1 � LEGAL JURISDICTION: CITY OF SANTA ANA , CS COVER SHEET i SYMBOL INDICATES ADA ACCESSIBILITY REQUIRMENT � � I � ; 1. ALL WORK SHALL CONFORM WITH CODES, ORDINANCES, LAWS, SAFETY 13. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL i I ! I i ORDERS, DIRECTIVES OF THE CITY, COUNTY AND STATE. I ; � OF THE U.B.C. AND LOCAL GOVERNING BUILDING � BUILDING CODE: 2001 CBC W/ LOCAL AMMENDMENTS, UMC, UPC, NEC ; i & . � I I CODESJORDINANCES. ; � � � � i � 1 �,�LiF. TITLE 24 REG. � � i � I - - � 2. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR i A .2�t� ... . I i � AND SUBCONTRACTORS HALL VERIFY ALL REQUIRED PERMITS AND 14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL � - — I � BUILDING SECURITY ORDINANCE � 0 ; BUILDING AREA: 2,074 SQ. FT ! � � . APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION CORRECT ANY PART OF THE WORK FROM FAULT OF MATERIALS, i 4 — 2�-ELEV. NO. j ) � � I � I - i BS01 BUILDING SECURITY ORDINANCE SHALL BEGAN UNTIL THE CONTRACTORS HAVE RECEIVED ALL PLANS AND WORKMANSHIP, DAMAGE, ETC FOR A PERIOD OF ONE YEAR AFTER FINAL � ___ WINDOW NUMBER � SEATING: 5 -2 SEAS ; 1 0 � i � OTHER REQUIRED DOCUMENTATION FROM ALL PERMITTING AND ER THIS CONTRACT. � --- INT. ELEV. SHEET I p BS02 BUILDING SECURITY ORDINANCE i 3 1 I REGULATORY AUTHORITIES. A CERTIFICATE OF OCCUPANCY AND COMPLETE I � ZONE: COMMERCIAL f � Fv__1 I � I A I . ; BS03 BUILDING SECURITY ORDINANCE APPROVALS FROM ALL REGULATORY AUTHORITIES SHALL BE OBTAINED BY 15. GOVERNING HEALTH DEPARTMENT APPROVAL IS REQUIRED PRIOR TO I EXTERNAL WALL FINISH NUMBER ii I i � � I THE CONTRACTOR. ISSUANCE OF THE "CERTIFICATE OF OCCUPANCY", 1 L____1 CEILING HEIGHT � OCCUPANCY: A-3 I t i � r i 1 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTORS SHALL FIELD i 1> SHEAR WALL TYPE j TYPE CONSTRUCTION: V-N I i � 4 16, ALL GYPSUM BOARD TO BE 5/8 TYPE - '.ALL GLASS/GLAZING SHALL COMPLY i x A BLDG, SECTION LETTER I . VERIFY EXISTING CONDITIONS, DIMENSIONS AND UTILITIES, AND SHALL WITH; CHAPTER 24 OF THE UBC, THE UNITED STATES � 7 i � I I , ERTY DESCRIPTION NOTIFY THE ARCHITECT AND OWNER OF DISCREPANCIES. THE CONTRACTOR SAFETY COMMISSION AND THE SAFETY STANDARDS FOR ARCHITECTURALSHALL FIELD LOCATE ALL i �)��____BLDG. SECTION SHEET ; I_P_IWOP,=� — ,—/--------\ A CIVIL ; - i� : {STING UTILITIES AND PROTECT THEM FROM GLAZING MATERIALS. � � SPRINKLER: ' i � I <�D EQUIPMENT NUMBER , - - � i C1 PRECISE GRADING PLAN : DETAIL NUMBER I , DAMAGE. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY TO : � � C2 EROSION CONTROL PLAN � i I THE SUBCONTRACTOR WILL FURNISH ALL LABOR, TOOLS, EQUIPMENT, DETAIL OF DETAIL � STORIES: SINGLE STORY I REPAIR AND REPLACE UTILITIES AND ANY OTHER PROPERTY DAMAGED BY 17. � ( � i '� t OPERATIONS ASSOCIATED WITH THE EXECUTION OF THIS WORK. ,�� DETAIL SHEET EQUIPMENT ROUGH -IN CONNECTION, NUMBER . i � MATERIALS AND SUPERVISION FOR ITS PORTION OF THE PROJECT. f � i � <> HEIGHT 25'-O" i � I 1 i I ­_­,__,_ ''' ,___­___,__­,_ -''-,*-,--'',----,--,''",--","--""--I ,-", ",-",,-,*"",--,-,"-,-",-", . . . ....... . --"-,--"-,--",,--,,-"-,-,--"-""*,-,-",-,-,,-,-,,-","----,-"""-,*,� --------- I I 1 4. THE SUBMISSION OF A BID BY ANY CONTRACTOR SHALL INDICATE THE 18. THE SUBCONTRACTOR'S FEE INCLUDES SUPERVISION OF THE � BLDG. HEIGHT I 1 � � t EQUIPMENT �,REFERENCE POINT � i � ITEM NO. I � M"ATERIAL LEGEND i � � THE CONSTRUCTION dOCUMENTS AND UNDERSTANDS THE LABOR AND CONTRACTOR HAS BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SUBCONTRACTOR'S EMPLOYEES. i G z : � . ; ! — I I �-...-'"'-ll.� ­ 1. ­­ -1.11, ­­_­ 111--­­ ­­­_ I—, ­ ­ -1 ­111-­ 11 ---- 1. ­­ ­­_­ _1­ __1111 - ­­_1_____1_1_._­­1­ ­_1­­11.__. - --,--,.-" 11 .._ _, I '_-._____­_'­____­ --- ­­ ....... ­_'­-­__-____­­_'__'_ ­_ , MATERIALS REQUIRED TO COMPLETE THE PROJECT AND GAIN NECESSARY 19, THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR LOSS OR EXPENSE i �, . I � I I t L1 LANDSCAPE PLAN ! I k MUNICIPAL APPROVALS. RESULTING FROM INJURY ON THE PROJECT SITE. A $ , I � I L2 IRRIGATION PLAN � 4 I � rzzz_--77:--j i � __ WOOD FRAMING i � I � � L6 LANDSCAPE DETAILS 5. CONTRACTORS SHALL VERIFY ELECTRICAL SERVICE VOLTAGE WITH THE 20. THE CONTRACTOR ASSUMES ALL RISKS IN THE PERFORMANCE OF THE r I 1,::�:1--, (CONTINUOUS) i ! ; i UTILITY COMPANY. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION WORK. I � t OF THE ARCHITECT AND THE OWNER PRIOR TO FABRICATION OR � I I I — I ------I ; � , r -- WOOD FRAMING 21, THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION, MATERIAL, � � _7,T� CONCRETE i INSTALLATION OF EQUIPMENT. ; I FA , ,-- � STUCCO . i " I I- L:��� (INTERRUPTED) ; i ARCHITECTURAL EQUIPMENT AND LABOR REQUIRED TO IMPLEMENT THE PLANS AND i . y 6. DO NOT SCALE DRAWINGS! WRITTEN DIMENSIONS SHALL PREVAIL. SPECIFICATIONS. � I � �1. 411 , � - � 5 : t 7 i I , . I ; TITLE 24 HANDICAP REQUIREMENT DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND OWNER AT z � CONCRETE BLOCK FINISH WOOD INSULATION - RIGID � i 4 I = = � ; e THE EARLIEST POSSIBLE TIME FOR A CORRECTIVE DETERMINATION. 22. THE CONTRACTOR IS RESPONSIBLE FOR SUPERVISION, SAFETY, I i ADA2 TITLE 24 HANDICAP REQUIREMENT i11. � ; � � , v � � ADMINISTRATION AND ALL PHASES OF ITS CONTRACT. � '* � i i 4 . 1 ! ADA3 TITLE 24 HANDICAP REQUIREMENT 7. SHOULD ANY ERROR OR INCONSISTENCY APPEAR IN THE -CONSTRUCTION I i � BRICK PLYWOOD INSULATION - BAIT i I �I I ! �� DOCUMENTS, THE RESPONSIBLE CONTRACTOR, BEFORE PROCEEDING WITH 23. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, COORDINATION, ADA4 TITLE 24 HANDICAP REQUIREMENT BRINGTHE WORK MUST ALL INFORMATION TO THE ATTENTION OF THE MINISTRATION OF SUBCONTRACTS � " f 5 1 i � ­­-1--l- 1­ -1-1 ---I"---- -1 -11, I --- 11-1-1-1111-1-111-1-1------"--,"-,"-,,--lI - --­ ,---,-""-,''*",-----,--",-----"-,"",-*---"-I 11-111-1---l-11-1, 1­1­1_1111--111 11-11-1-1111-- ­­­­ __1_1__1 -1.1.1-11-1­11-1111--l.- �.�-l-,�,�"---�"-".,..--.-,,-�1--l-l'---�-�-11-.-,-�-�.--,.�11-11l.-,----,,��l----,-"-,--,-��,�---�---,.-".-�,�,� - - ---------­--- -- 11 ___� 1, I . ­­­11­11 ­1­_­_­­11­­­­1 --- ­ -1111".�.�.�,��,,�'ll'.1-1-�.-I�---,-.I 1-111, -11-111, �ll-l�1.1.1----,.�.11--l�1.1--,.---�I _­1­_._11_­_1 I AD SITE PLAN � � ARCHITECT AND OWNER FOR PROPER ADJUSTMENT. IN NO CASE SHALL INCLUDING OWNERS SUBCONTRACTORS. � � ! ,S,� $P� � 1 Al FLOOR PLAN � WORK PROCEED IN UNCERTAINTY OR WITH INSUFFICIENT DRAWINGS. i O NTACT � � A1.1 DOOR/ WINDOW SCHEDULES & ENLARGED TOILET ROOMS � � t 24. THE CONTRACTOR SHALL PROVIDE A SAFETY PROGRAM FOR THE I I i . I � _.__._________1 _-___.___'. 1__._______,_11_ ___ ........ . I__ --.,.,,-�'"'-"-"..-.,--,,�.�l--, _1_1 - --- --- �-""��'I",,--''-,-,�'ll",�"-l.-� -- ----- "I�ll,"-,-'',�,-.��-,�.-."-��.,--.,",-"""�l- ­- ­ ­­11.1 ­­­­ ­1- I ­.­ -.1-1 -­-.-­­_..­­ ­­11 11 i I— ­ 11­� � �,,�ll,�",,--"���,,�ll-l���-11�.�I ... 1­1­1 .... ,�-�ll.�-.�,�-1".�-�ll-l�.�-�-,� . ...... ............ ­­.1­­­_.11_1_­11 ------- 1-1--..�'llI.-��-�--,-.�.".-.��,�"..'�.-.. ­­­ ­_1 .. . .... ____ I- ----,-�-.-,�ll.-II.I�-�l-.,�.�-,-----"�l-,-�,- ---,-----.-,-��.,--�-----,------ ­ � ­­­ .---- - --,,-- - - A2 REFLECTED CEILING PLAN 8. CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN FOR THE DURATION SITE. � ; i i f I OF CONSTRUCTION, ALL REQUIRED SCAFFOLDS, TARPAULINS, BARRICADES, i i � 1 A2.1 REFLECTED CEILING PLAN DETAILS WARNING SIGNS, LIGHTS AND OTHER TEMPORARY CONSTRUCTION 25. THE CONTRACTOR SHALL MEET THE LATEST REQUIREMENTS OF THE UNITED � � 1 . APPROVAL OF THE EXHAUST HOOD SYSTEM SHALL BE UNDER � I � I i � A3 ROOF PLAN i ; NECESSARY FOR THE PROPER AND SAFE ION OF THE WORK IN STATES DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ; ARCHITECT.- CLIENT: ; SEPARATE PERMIT. THE HOOD SYSTEM SHALL BE INSTALLED WITH AN i ! ; ! I ! A3.1 I I COMPLIANCE WITH CHAPTER 4 OF THE UBC AND ALL PERTINENT STANDARDS AND COMPLY WITH: THE MANUAL OF ACCIDENT PREVENTION IN 1 � APPROVED EXTINGUISHING SYSTEM. INSTALLATION OF THE HOOD AND � ROOF DETAILS � i REGULATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION; ALL APPLICABLE SAFETY AND SANITARY LAWS, � PHILLIP GILBERT AIA JODRA ENTERPRISES, INC. � � : ! A4 EXTERIOR ELEVATIONS SECURITY OF THE SITE i � FIRE PROTECTION SYSTEM SHALL BE PROVIDED BY AN APPROVED � DURING CONSTRUCTION THROUGH COMPLETION. PROCEDURES � � � � I � ; FORM GUILE) INC. 14978 SAND CANYON AVE, SUITE A . A4.1 EXTERIOR ELEVATIONS I ! � - THE CONTRACTOR SHALL PR S, OCCUPANTS ESTABLISHED BY THE OWNER FOR THE PROJECT. i MANUFACTURER AND INSTALLED BY A LICENSED CONTRACTOR. i I � ; � i ; AND ALL PERSONS QN R NEAR THE PREMISES FROM UNREASONABLE RISK 1 34402 VIOLET LANTERN IRVINE, CA 92618 t I A5 BUILDING SECTIONS I I � � � r � � � A6 WALL SECTIONS OF INJURY AT ALL TIMES. 26. THE DESIGN PROFESSIONAL'S INSPECTION FOR COMPLIANCE WITH i DANA POINT CA 92629 PH: (949) 733-8300 :; 2. FIRE EXTINGUISHERS SHALL BE MAINTAINED ON THE SITE BY THE ! � I I i A6.1 � � WALL SECTIONS IFI i PH : 949-443-462C) I TOR DURING CONSTRUCITON TO THE SATISFACTION i 9. FIRE EXTINGUISHERS SHALL BE MAINTAINED AT ALL TIMES PER THE TROL OF THE CONSTRUCTION MEANS OR 1 FAX: (949) 733-8320 ; � i e i A7 EXTERIOR DETAILS REQUIREMENTS OF THE FIRE MARSHAL. METHODS EMPLOYED BY T SUBCONTRACTOR. i FX - 949-443-1828 � COUNTY FIRE AUTHORITY.. THE GENERAL CONTRACTOR I � CONTACT: JON BUNNING i t � � � A7.1 EXTERIOR DETAILS I i � ; z ; � C i ; � I 10. THE CONTRACTOR SHALL MAINTAIN ADEQUATE TRASH BIN(S) ON SITE. SITE 27, G.C. SHALL MAINTAIN AT THE SITE A CONSTRUCTION SET OF PLANS � CONTACT: PHILLIP GILBERT AIA � SHALL FURNISH AND INSTALL A MINIMUM OF TWO PERMANENT FIRE i A8 INTERIOR ELEVATIONS SHALL BE KEEP BROOM � � ! . EXTINGUISHERS TO THE SATISFACTION OF THE FIRE DEPARTMENT LEAN AT ALL TIMES. DUST SHALL BE CONTROLLED AND ALL REVISIONS MADE DURING THE � JACK GURLEY � � . i A8.1 INTERIOR ELEVATIONS � - OCCUPANCY. ; � I PRIOR TO ISSUANCE OF A CERTIFICATE Of � AT ALL TIMES TO THE SATISFACTION OF MUNICIPAL OFFICIALS AND THE PROCESS. G.C. SHALL PROVIDE MARKED PLANS TO � � I ; i i OWNER. I I � A8.2 INTERIOR ELEVATIONS i THE OWNER UPON COMPLETIONS OF CERTIFICATE OF OCCUPANCY. i � � � � MPE ENGINEER: CIVIL ENGINEER.- : 3. NOT USED i A8.3 INTERIOR ELEVATIONS ; � i ,I . � 11. WHERE IT IS OBVIOUS A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN ! � 28. ROOF TRUSS CALCULATIONS ARE UNDER SEPARATE PERMIT. GENERAL i i 1� A9 ROOM FINISH PLAN WORK OR A NUMBER QF EMS, THE REMAINDER SHALL BE DEEMED i SOUTHWEST ENGINEERING GROUP IFT ENGINEERING. 1 4. NOT USED � CONTRACTOR TO SUBMIT CALCULATIONS FOR APPROVAL PRIOR TO � � REPETITIOUS AND SO � I I 1 A9.1 ROOM FINISH SCHEDULE & DETAILS CONSTRUCTED. � 2 1 1 FABRICATION AND/OR INSTALLATION. � 15707 ROCkFIEL[) BLVE), STE 235 P.O. BOX 50756 � � � � i z � I � 5. ALL WEATHER ACCESS ROADS SHALL BE APPROVED BY THE OCFA AND i 1 12. DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC., SHALL BE NON- i IRVINE, CA. 92648 IRVINE, CA 92619 � & I ; � t I ; � � ? FLAMMABLE OR FLAMEPROOF MARSHAL REQUIREMENTS. i i SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS DELIVERED $ � � i i PH : 949-588-6869 PH: 949-857-1813 � I � i � TO THE SITE. ACCESS ROADS SHALL BE MAINTAINED CLEAR OF i I � i FX: 949- 588-6861 FAX: 949-857-1150 � �i i � OBSTRUCTION. �1 I � I � ; i CONTACT. JEFF TSALYUV, ;, i ; CONTACT: ROY LEE I i S1 FOUNDATION PLAN I ; g ! : i S2 ROOF FRAMING PLAN I � 6. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, � � I I ! � DETECTION, ALARM OR MONITORING SYSTEMS SHALL BE APPROVED BY THE ? S3 STRUCTURAL NOTES ' � I I �i I � FIRE AIaRORITYPRIaEToaINSLTIOAEPAATEPLASUTTAL i S4 STRUCTURAL DETAILS I LANDSCAPE ARCHITECT.- STRUCTURAL ENGINEER: �ii �ITA IS REQUIRED PRIOR TO COMMENCEMENT S5 STRUCTURAL SECTIONS , i i OF ANY WORK. � � VAI ARCH NATAVIDAD a ASSOCIATES � ; I i � z z I � 2522 CHAMBERS ROAD, SUITE 100 14576 NITTA i � I i f � 7. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. i ), i TUSTIN, CA 92750 TUSTIN, CA 92782 . � KITCHEN EQUIPMENT � ; i � i K � CERTIFICATIONS THEREOF SHALL BE PROVIDED. EXITS, EXIT SIGNS, FIRE ; i PH: 714-828-8869 PH: 714-669-5715 , i � � � � � ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL i K1 KITCHEN EQUIPMENT PLAN � � i i FX: 714-828-9060 FAX: 714-669-5717 ; I i L ! � NOT BE CONCEALED BY DECORATIVE MATERIALS. (INTERIOR FINISH SHALL i K1.1 KITCHEN EQUIPMENT SCHEDULE ; � i i ; i � CONTACT: GENE HIRAO CONTACT: ERNIE NATAVIDAI) I CONFORM WITH TITLE 24, CCR, CHAPTER 8) i K2 KITCHEN EQUIPMENT DETAILS ; i � I z , i K3 I i I I SHELVING PLAN � i i k K3.1 SHELVING ELEVATIONS ; 8. EMERGENCY EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT � z � I i ; . � SPECIAL KNOWLEDGE OR EFFORT. K6.2 . � SHELVING ELEVATIONS � � SEATING VENDOR.- � ; I : � i z x i . I � I I : THE INSIDE WITHOUT THE USE I � FCC COMMERCIAL FURNITURE 1 9. EXIT DOORS SHALL BE OPENABLE FROM � i 1, A i � t I OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. A SIGN "THIS DOOR I I � I MECHANICAL 8452 OLD HWY 99 NORTH � � I I ! TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" WITH 1 : ROSEBURG, OR 97470 q I I � ; � mi MECHANICAL SCOPE, SCHEDULES, GENERAL NOTES ! i LETTERS SHALL BE PLACED OVER THE MAIN ENTRANCE OF THE BUILDING. � I 2 i; � PH: 800-322-7328 XT 230 ; t � ; I i CONTACT: MIKE KRAMER IF &ENERGY FORMS 10. PROVIDE A SELF -LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED "EXIT" � M2 MECHANICAL CEILING PLAN � � � M3 MECHANICAL ROOF PLAN SIGNS THAT ARE ENERGIZED FROM SEPARATE CIRCUITS WITH BATTERY OR �� � M3.1MECHANNCAL ROOF DETAILS WITH AN APPROVED AUTOMATIC ON -SITE GENERATOR BACK-UP SYSTEM. � M4 NOT USED i I i i � !, - � � 1 M5 MECH CEILING DETAILS til,11­11­11­11 11-1.11�l.,--.-,"-��"--..,--,-�,,�--."�-�,�11-11�.,�-,."�,�",�"-,�,,�,�,�.11-1-1��-111--�-�.-.�-,�,��,�-",�,-�"-�-,�.,�-.",,.��--�,,�.1-1 . ........... � ---- ----- ­­­ .... . . ­­­­ ....... ..... -�-,�-�"--,�.�--,-.-.-,-�1-1.�--l'-,�.�ll-�-��,�-,-.-�-�--�--,- � CASE PLANNER: i ­­­_­_1­_,_­­J, - I � M5.1 TACO BELL � VERNY CARVAJAL i NOTE:PH: 714-647-5899 � i 1. SEPARATE PERMITS ARE REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING: i I : I ! � � � AGE, CANOPIES { PLUMBING I I I i ! � 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANYADDITIONAL. PERMITS NOT LISTED HERE ARE REQUIRED � � Pi � t ! I PLUMBING SCOPE, SCHEDULES, GENERAL NOTES & LEGEND I ; f � � i 1 3. PRIOR TO OBTAINING C 0 PERMIT GC SHALL CONTACT CASE PLANNER AND LANDSCAPE DEVELOPMENT ASSOC. FOR SIGNOFF P1.1 PLUMBING SITE PLAN . . � 1 � i q i P2 WASTE PLAN r 5 . z ; ___ ..... -----_..."-,�-----,-,.-�-.,------"----"--.--"--.-----.,-"�,_�----_ - - __- --_-.�.-,-,--,,-�,---,-----.,_-"--.-,-,-,--,..,.,-,-.-""----,�--�-...,� . ....... . �---"""-��.,--.,�..--"".,,-."-�...".,-",-.,.,---",�----"-,,--�..-.-,-"--,..,-,�.-,-.---,.-.--,-,---.-",.-----,--"--.,� ....... -.,-."",�--,-.-,..'��.,.----,-,-.".-.------. --- il--,--"-�-.1�.1--��-.�,,�-�l-- __ "I, - ----- -_ __ , 1-1, -1 ------- __-, __ 1 .... I__ ___11- -11 - __ _.. ___ � -11 -_ _ ____.11_____ ___ __ , ___.__.___,__ -�-���,�---,,-,",-,-----�.-,.",�-.�,."---�..-,�,�� ... ___ __1 11_1 ... I . i- ­ ­� -- -- --- � __ " ".- - _ -- 1-1 11 ­­ ­ I' I 1­1 ­11-1- ­­ - I - _­1­11 I - I ­ I __1­__1_11__ I—— _- I'll ­ I 1. 1-11 I ­­­­ I— I I- � I— -1 1-11. ­ I --I-,-- -- 11­ � ­ ____ 1­ ­ 11--l-1-1 ­­­ _-_1_1 I- ­_1_1__­_ 11-1 I ­_­­_1___. __­­­__1_ __ _­____.__­.. ­­___­_1.__ ­--i P2.1 WASTE DETAILS & RISER DIAGRAMS � ; � ; ! 1 � : P3 � i i i �� i WATER &GAS PLAN � VICINITY MAP � CITY CONTACT , FIRE AUTHORITY NOTES i P3.1 ER DIAGRAMS � � 11-1--l�.-,-----".,"--,.,-.----".�--..-,. . ..... ..... �,---,--�-11��l-l�--,.--"--,----�--l�1-1-1-��1.1-��--",-���."��,,�--."--�,-,�.�,� .... �"---...-.--,.-,.---,--,",.�-11-11--l-1.��-,-----�-�.-",����,� .. .... ..... ­_­­­_­­,­­­­_­ .. ... �-,,-,,�..,,�.-Il-,---,..��",-.�.-,-----,,��-,�,�--l'.-""---.--�."-.-�-11,�.-I"...,.,--,-,",--�.---,�---.� --- ---------- __ ­­_.__­­­,.,­______ -1-1 __ _- ---I- -I-,---- --.--------. - I-----.-- -_-_---_--_--_ .--I-.------,,---,-- ____-_____1_1____ ____ _____ __.___1___._11 ___-_-_____1_ __--­------_ _1111-- 1__11_11________ - __ -1-1_1 -- ------- 1, i -­ ­ 1. - ­­1111 ­1 ­.­.­.­., ........ � ......... __ ..... �,.".--,--.,.,-,,-",,��",-�'',-���,-".----��--''---,�--""-""-�� ------ ­­'_­,­­­­ .... �--",�-..'�,-"�---,.�-1.1111----,,�"-."-,I --- ­1 ­­111­11 i � I I P4 PLUMBING ROUGH -IN PLAN & SCHEDULE i DOVAL is I I 1. NOT USED. i 3 - 4 i i I�& ;�� t 09 uff 2004-59063) ? I � ; 2. THE KITCHEN EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO AND ACTUATE THE MAIN BUILDING SYSTEM. IN ALL CASES i � � 1 j - I ­�­� '� ;,.��,, '��'� I 1 (SPRINK ER, KITCHEN SYSTEM AND ALARM) PLANS SHALL BE APPROVED PRIOR TO INSTALLATION. i '_ - ` 1­1 "I , I -.��, , _ , ,t7� _-,�7?­,""L , , _t7� , , _ , , _t7�, , , _ , , _ u1j.1', , _ , _t�, __ L L� ­� ­­!,� �>, "N ; I � .... L , I" � , � ,W.� ,� 1� .� .� .� .� , � , , ­U,�,J',_� , - , , , _ "� ,_ , - " 11 11 11� ,�,,, 4 � , , , , , , �� "I " '_,"'� � , " -�, ,11, �, 1_,.-_,,',f,, i ... ... ,". ;WRN A , , -­��, I i , � � " , _ It ',1�11411`ffl# 212 " ELECTRICAL I `,,� TR�IzR,1071,', ': v " "� _ ; � " "' _1, 11 _;_ �` �� USE ... �, g` , �,'."' -, " , , , ,,,,, �, ­ - � , " . � z I ­'�'L , _ q ", ; , L , - z ,�, "k ", � , __ 45�,_',­­ r,"­�,wr,' i i ,rg,, ,�� �_ � ',,'�,,_�,A "'� _ �� __ 1111.11;11I " _ .f�� L " - -, ­�",'�`�-,',­ 1� _5`�,_ "'I'll 'I'li-I 11 i _,�,, , " _�kll, � , _ I � . ,,, , , ;,,, , , _'­Ilv&,,-�Q`�., ". '111'_'��,,!i��, , , . " Q L � " ` - � � ! , �.;,n, v,'.? ', ,,�� � , , I 11 ", S.- 3 4- , ','� -,"'-,'. -, , " '1',1','�,_, " , , . �, "', __ LL L � - N � -. I � � ' , .— , t','�­i�5�' HL�",__ ,', �� 1, 1,1� ",���-'",,-",�'.,",,�� ­ -- 4", ,", 1, I '__�, � _ L, ji V. - �,,� p I 1� __'111 1, �__' El ELECTRICAL SCOPE, GENERAL NOTES & LEGEND I , � i , -� , )` , i i " - ­=', , L�,��'L. " !n�� BOO I ; " - 1- , , ,. I " CASE PLANNER � _ , k NOT USE � ., ��, - �­ � D 4 , MRt " V, 'I' _ ... ­1. , _.;�F­7 ­ ",­". , I � , �k_A� ` I : i �,'_�­_�', ,_ �, �­­­,�,N,,�_:',A ,� �, .�� ' "I N _-�'," 1,3f"��_," . � E2 ELECTRICAL SITE PLAN � -,� � , I ` L ,�� , z f � ',",7,,i�,,,�, 6- _ ... ,�. ; " ��, - t'�"i-,41.; - *' ,,,,, � il._'�'11, __ - i �� � �� 1� � ", � ;t " ­,�', � , , � ,-­ - 1`111',1 ��5`1 1 ,, ____ � , � �e i,-�� I 11- t I __ __ , le 11 -o",", C'2_11`1'_�17" �'L4, - , � _ �i I 1,11;11 1�4_11z��`, I'll i ; 1�111`,�_1'11 �­ �-' - .� ­- � � _ _ - ��_,�',,_# � I'll ,� , I � , , , ,�,,, � R RV � E2.1 SERVICE DIAGRAMS & SCHEDULES (OPTIONS A & B) 13,- 4� , I - I ­1 __ - ,,,;,`-, _-,!,-�,�f,,�_d- VE NY CA AJAL " ",-----,- �­­,--j,�-� I—- 041--l-1, , u, ", -, , ,___ � I i 5, STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND OR COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES AND OTHER HAZARDOUS I - -� .'- `4�`_��,9` " "��'-L`� � i I "" - , __ , �' " - � "Ill'. ''L. q , , ,j�� ,j��`9 '' - , `i�-`�,,9 �,:� � __'_-__,­ , �­4n,""', - , � , _�_ ., ", '' � "� � � ­ ­'I5 - ','� ---,,,,,,�.,,,g', "r 'I'll, - i q �w -i� " , , _u - " " " , "I - �2_-��_,",,;.", " .. L' " �4 '1,�@',' -,'�` " 1'11�1­,�,,�,,`,'--,-'�, �"",.L�,�,-,��-1,�''--I � ­1 _- k �, `,­ -4 _� �11 ­ ,.�� " "I", ��, LL I ` � � ­­­ ,­, ,­�� i : i E2.2 SITE PHOTOMETRIC _ �;4;:­­­��4 _� LLL -�l �� ­'�'_ - � 1 � . � ��E`11' ___-'1'1'1',..: 1. I L I - , I � , ­�,_�_ _� �;�4 PH: 714-647-5899 � � - mi , �ff 3 , � , I i I , t 00,344icIP t,­ , � , I N " I '' L �,, - _4 , � '' , tnm . , _.1"', �L - 'I. ,�.­�-�J_��� . � MATERIALS SHALL COMPLY WITH THE UNIFORM FIRE CODE REGULATIONS. tr,_,�,,"-�t"-7"�l—",�"-""�-�,��,�,�, "," "IL _�11 '' . — , , 5 ��,� �� ; Ei , ,� ­P4�� _7"o A��-�� #�t� ". , � z T , �., - ,`711 ­I-­1 I � ! ��­�=_ ,L-,�",., , .1 �: , g;`,-�� "", _1111�'Iq -41,- ­­, � E3 - , . " I� � ,� " "�')�,��,,'�",�,�,,,-,��,�,,�,,,�,,,,�,',---,5�� -,�i 1 ': , ,- ,� , _ , " � j, � " �­, ff � 4�,,­ i � - 1 AND t I 1, I , ' � m-1,14, -A" , , .­- , - , _xl , - _$E' , - - _­ � i Pr ,, , E`11 ,,,gPOWER PLAN ,-,,,'-'�" T���,"�-'-"',�'��,,,�,,�,,,',"�,',�-.-,,',, ' �- '"' -, � -A� 0-L", , �'If I'�'.11�',�,"�ll",�'���'I'llI �,, , ""� "i � ,"`,,­ -"�6. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE UNFORM FIRE CODE STANDARD 10 I , , ,� T �M , , , - _ __ : � , �fl�_1_111,,,rv,Z, '�. _,_ . , � � � � � "'. �_, `4 - � ... _,�=, u .'.�,4' , ,_ , �,,, . ,"i - " -�> .- , , . ,11.1,11", il ,P � " " - _, 2�1� "i " I i i ' I - ­ � , , I I " - � E4 LA � g, " -, * , '' _ ,,;,,, LLL� "" ' �-":`�' I ,� I � ,"`, __,_-_�,.,V -, """-"'-""",.', - ,�__�,Lf�L�", f! ­ � `� � , - , , " _ �� I , ­-, , _", " fi, 1 _ " � �� - -, -- -­­mp, "'a , , _ � ", " �j , _ , - I i LIGHTING PLAN ­ ,,,- - , ", 'I, "', ,,,�,,,��,Z,L".":"�,�,�L-"",�,,�', ,'�,,,`)�,��M� -.;,� , "L, Off"40 41;111111'1, *5 i i %Lt,��.g R , � x , '' , " _ , , ­­ " "" _ �. 14­11 ­ 1--fify,'i-I _ , lffl ". _ , t , -, ,, � L , I _ 1-1 - �, ��­­,X�,�� _ __ � " �, . , � �., '_ L 4, 'L,� ', . ;_ �� � L' I I I I �, I I I .; 11� i � ,,��.,��,,T",�, -, ",�,1�t111_,1'111",; �X'L"�,�,,'�-,A,4,, ,,,_,�'j,�.i�', ;�",��,�,'; � ELECTRICAL ROOF PLAN , J�Q '' , �­-,.,�,,,,�&, IN ADVANCE. Eb , , ` , a _t­­ .. ..... � " F_f�' _�I`g """, ,,UF�, i I ]�',,�:,i,, �&.'�-A,� -�',,�-',�",' - "'i'l, - , , P t", ." �' , "_ ", � , � � ,", �.*** i ­i , , I , �',., ,��,��­. ,3 '­ , _­_ , 11111�1�11 I,, � 1,'�� ,"�,` , � - 1 E6 COMMUNICATION PLAN T�,'��' -g ,.,,,'i,�;--""�- �P-�J' ­ i ,,�, �,, ;,,',,_L ",L" .k,�, -­�_,.',! ,'111��_� i : , , � 'j1"t", -Zl -, lq�, �j I ��f� L� ­, "4 � ! ­ - . , , � - ", - ­` 'F i , 'R i f L " I � � , I, , `F ,& I - - -, � � E7 ELECTRICAL DETAILS § , , - L�,,�� , � , " ,; - I MARTIN ELLENBECKER 11 . � � [" I i _� " ,� �,z& 9_', �� , 1-1 ;�__ R, _4��,� - P� "",",111111"L, I , � , m�, ?j, _,�,f� _ E,,,'� ­11 - "n"N_ , "' DEVELOPMENT ASSOCIATE ,,'�,,��" :1 _', ,__,� �,,, , _�­'�:�­�,,� ,1�­-,,­­,�, , ­Rq� , " '' � E, _ - � -, , __ ,_ " ," -,�.�,�J,p,�,4_ _,"w"I , , �- �- H �Z. , , - ,,, .",5", -, ,,�.,�, � ,, ,,, ''','', - '' ��,Z,� - _ , , ,,�� , > ___�" 7 �-''fu"-�L,.,---"-"","�,��', " "', ,-,,, -.- "'N""", 11�11"�111 ,4 � , � , ", ­g � ", " ­ ", � _ �,, , �5-'�'i�' ­'P ,,-�,�_, ,",_ ", -,", -,` _, _,,,� - , �i,,,­�, �� V, - - 'J,� �,,` - _, ", , __ __,, i,,"��,",'.,�'�, , , , _1 __ 'm ­', f-,,�,�,�,�­�,� "', , " - ,� � , , _ � I'll, ',�,,� , i 4 3 CALL (714) 647-5700. ���,�-,�l-""""""I��'ll�"I-I"-- 1�1"4'11 I �fl#1 I , "1111- �4�1, , , I` , 1­��LLLLLLL ..... 11',��,j �� �o 11! � ,_ N. ", , , �, � , ­J4 , -1 tj�', I'll I ,11 ,- r �,i`�,,',m�_;_ �� 11,71, �'t.��--;,il,",-�Ill,"""�",��,�-�l.-��',�"Il'I.I.1-�""I-;,,; � , , ", nf,41, " , , , ,�- ` I _7','�? , I ­ - I -"_, , Zil"z-, , , . . " L i ­­ ,, 8._,� "'I " _ -�­ --- - - -, " " ­ ­­­1'n, ,,,, � A'T -l'," ;�,j­ �,­�,'.,;.� 1111-111--l""', _�,, I ,,,,,,,,,,,,,, ....... �� �_�-�,��,'_,4,�lt ,� � , - i IL ', ,�,i_,,� A�, q�,,,�,,�,,J,�, I � ,Ly, ��'-,!,��-�,��,'�,f���,�,,,,�-,',�-L ��,� : �,4,g­­­­�� -­;&h­­ ­­',��,�,,� 'Ll ... �" T", - ': � i . 8. G.G.GROVIDE ADDRESS NUMBERS AT LEAST SIX (6) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM ROADWAY. � ,�, ,`'-,', � I k , I , , 11, " , , V7 � , ­', � �i,�,,',,*�"",-;��",:�:",:�,yt"', -�,, 11-­','�-- ." ,,`-,,`91,11'1'�,�i� �1 1�,,, ­ I I I li��, , ,,,,',,� ;',l � � � I ,11 _ , � L, ���""A�i���,',,�,"��""",",�,�.3 I " ,! f 0 _" "., , "k , k � �_# , I " " , I =11,1,1114'.1"It , _,_ " f�� L , d f - , -- ,,, , , , '. LL _ � . � LL . . . . . , f, ; L '�', -IN PLAN & SCHEDULE ­ ; � , �L � E8 ELECTRICAL ROUGH � 1 -667-2741 : . $ � ; "I ,�, � I -', -,'��- f �', -�J, `�_ i I I , _, -­� , 7 " 4_ 11 ­-i­ "�­,�,­­ 'I '_� 5 - , , ,,�z,2t,, �, �, ��,,� N�, ,�, -, I � � I � , -� �"�&,;,m,.� � " , �� _ , i i Ft,*,P .,� PH: 714 _­ _ , ��"_, � 9. G.C. TO PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL E8.1 ENLARGED PLANS, ELEVATIONS & DETAILS , , " -- . 'LL ' I , � I I - 11 I 1.1'111 1'1­1111,�,�. c L I ,_ � � L L - . � i : - �1 ,� ��, � ; ­­­­­ ...... ­-­L­_­__­11­­ -- --- -__- ­­­1­1__­_­ ..... ... -,-"�"_-"----.,_,_-",-.---"-,"'�,--"L,-'��."-,-'--,--,-.� ------------ � -------- ­ - ----- ­­­­ ­­­_­_,_­­_­­­__ � ,_ v j m " ", ­ - -,,� 1,11 7, DISTANCE FROM ALL AREAS. TRAVEL DISTANCE IS 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. ' I " 11��Iilllll�j­­ ,�� _. . ,­ ,�'; ­­j­­­­ ... - ." - , � "111111, � I - , � ­­ ,;11,�,J� �';��W,�,r,,Itl_ � I . � , , , , , , _11_,1 I � � ��""3"-��',",--'-,.',"�', ­1'0,,,� ... �il`jt - �­', -,"�,��F�3 , 6 �_It,d` ��,_,_,­­'­� - 4 f , 1�`_, i,���',,.,,,-,--�--,,'��-�,,��,2-,-,.�-,,�,,,,,,,"�,�,�i�,,,�,�,�,��""L",,:-, _"<�,,',�",�:�,!� , , i�_�� .-,- � i i `1­-, � , , ­,'- ­,� ,­�- t � i "' _'­K"<�,1'1�1,��:�,!;; �4,�, � 2�11- , L, �,a,­,",:,,,�',-,� _�,;g I �,If� ­1 "I I ­ I'll", P ___11� T�p," a, '_ .a��; "', "I �' , j El il� ­ ­ � � _�­� , '�,�,', ,,;�', --- , e� , , ,-- -, Ell _,"�,­_ ,,,,,, L ", - `0 ","_,r`,,","' ""'T �", � � i�4`��i� C _I , , "I , ,_��', '1,1-, , __; f'__`_1.;_,_ , , , ,�, ­', � I ",-I-,,,, - ­ - ,,� E I'��'�,.":;�,,.���r�,, , mfu �- _,"-,""-��,,`,;,1311 -,_ ,j"�,,�� ��, , _� �-, - il `,R', 1 Kl",�,`�,��:��,!; , � - I, -11, L , __, ,2'N, , ,�� , , i " ��:, ,� � 11111111i­­�� ", L" _ , t, "�;,,�­-� I -,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,I ................ ", v 10. PROVIDE A 408C MINIMUM RATED FIRE EXTINGUISHER IN KITCHEN. : 'L, �', , ,_, A31", , �­-,­ , �,,, I., -1 ,� ��_, , , � "I.1,- ,. H � � � ­,�1­1 1­ 1". � - REVISION LOG __ -kA,,�,---­,1­ ,� _W� 11-1,1'."L, ,t1""I'l mi,� _ " �L � -M �'� , , _ ��i m ' -- " , ­­­ ­-, _­ ­­�Y't'p � q ; ­ ,­'­,,L , �, 1�.. , ­­_ ._� Z�;�""T":;�j _, � � - - ", '"', ","", -,',','� -��7��- _�, _�i,g I i 0 � �- ', L 11, , "-,�,->",�,�,,--,�-,.,.,��, u, L" � -11 _ L �L� � - � _ ., .... ,21_1.��_� , ',L '_­�,�� .,_. _ '­ � " # I , - I __­ � ; ., , ­­ - ,'."L � � DOMESTIC AND IRRIGATION WATER ! ,�--l-�.-I-1111.----,,-.,----,-"-�,�,-�,,�-�.�l-l�I ...... ..... .. __­_­.____,__­_­___­ . ....... . _­__­­­_­­___­­ ....... _.__­,____,_­­ - ------ L ------------ ------ ­'i, -, � .1 f ,_&111' , , `� -z,17�' f , "I Al " .. .... �312,,,�� � , !, I o��,�,,�;,."�,T-,�,� , " ., _-5 -,� "" �`11�,�c-,��,�-����,�-�,�,����'f, , � .. , , , "" '15 `_�'14`1'1� 1, - , �","-�`��,��'� "i I ,­ ,­. 1'�­ ��­)P,�,`5;'_ .___ � '� , "' , , ­ _-��_ , vff r 11. CHEMICAL EXTINGUISHING SYSTEM(S) SHALL BE INSTALLED PER N.F.PA. STANDARD 96 AND 17A TO PROTECT COOKING EQUIP I `­- �11 -11, ; -, ": i , ",� I�A_��,­ '�, , L� *' "A _, � ! , , : ., "� .L", " , ", _­-__�' L' , '-,,,7L�,�,�",�-,t'�'���,�,:�,� _­�"L -1, � .E* ,,,, � �,,,�,-,,-,`*- "� � -5- ,, " IIII-1-1- ­ " . 'L " ,��,-­,�, � _,(, _;;�_': '12�'It i�N INA-l"I", 11 I 1. , -.-;, 1," -, ," 1,4 t-_ I I 7-7-05 PLAN CHECK ORRECTION I ­1 � � �M��O�,e�, , �,�,` �;. %­'­_111111 .951 L I I 1N C , -, _ 4 ��p, , "' AND EXHAUST SYSTEM. THE ANSUL SYSTEM IS UNDER SEPARATE PERMIT. i 1 '771 "-,-;­F`A,,Z,,­ , . '71__`*`K,1114.1 i I i - 1 � " m g , U �i 4­4', I _1:,� , E , &*'J*� _W ' "' ­� ­­ , , , "" �41::� ,,,,, - , , , ,, , j4, t "N PHILLIP WAKILLI " - ­ _­ i I 7 � i � � , L� ' I m '�,`-11.� _1,1'1�'11", ,�'_r `11"'11,1�1`�,'.J, ',`-,,1t;` " -, -�� '14, -647-3322 1 1" 7-27-05 PLAN UPDATE (MPE) � _; ,W,T, , _ - _­` I , '. _1 � "': �` _ , . 7 , .1 _7 'Inv.�i_ "I , 11 -1 �­ ., " _ I � - � � I __ I 11�1`1'1, r"r � �� �J! " '' _1 . v"1111I - IT " �� M IDIT I- "" �-,� - I ", f � Z�JN,14 �%;4, ," 1-ij - PH: 714 0 ,Pbl , � " " _�,� "I , , -, �6jWVQ­_­�, ' ; < j &2 ,'�j '' j� ­t_'­­_'­­­11 ''� ,_ ","', ,�, ,� � � '�L�,L,�',',"�,�,",A;�',�,L-,",', ,�,,-i-,'�,l�.-��,�,�l,.,�,,���,', ,�"',7"�,�',�7�',�'L�',��.�'�� "" 1­­_-­­"-'­, _.�,�,."$�� 1 12. THE ANSUL SYSTEMS SHALL BE SUBMITTED (THREE COPIES) TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL - - ,,� � 1 � __�� ,- - ,, � , , �_ � ! " ; �l",��",�i,,�'IL�� ��.', � - , - I i�, 4111_121'1'3�11a­�, i A ­` -,"', ­'�- , � .,[ , , 111 I N -, �_­­,��,%�", �,� ., �'l - ,�,vn��', .",,� , � , , , � ­ , � , "] 6_11 � '' ` , I �, I � I PRIOR TO INSTALLATIJON, K CORRECTION - 'g_x'. x �x_'� ..'�.�,q I - '' - L ��,F�; : . . . . . . '', � '�', - - 111IR-W-VU, '�­'!'Wll��. � I IE .1 , . � ""-�'�,,��t,,-,�"--�.,�,.,-,���,- ,_.,��,q 1, I " , '��T��' L ­W��L'�'�`j . ., _ � ­­",� ILI�� 'M� L' ­', ,, .. L, " Z_ I � " , , '- ­,""', ,�qpL _ 51 `-, ; ; - - - _ � ­__,"L, ", , - _ , I�E� 1" ­,",� ­ ­,­ ,, ­,­ ­ ­,­ " � , " _M , � � � , ', , ',5�,L-'-, �i 1, ___ 2 � " ­111 - , � � ­-"'i�,�"',,�� ,1�,,i - ­� ", , ­ -, ­ -, , , , - In, " X" -, --i-,' -,,,'-,.,"�,,,-'��,��-,-,,',,'�,,',,,,-,'-,�,,,�,-,',,,'l", 11", ,1,1� - , � .� ,.,,,,7 ,� 11,_`,_11.1,1,1' - ""' I ,�-,,'''.��-,""",1,4 I , - " , ,-,-,,,,, ,'-,1�("k ,q',.-,,,",f,,,� -- -A ­ , ,, ,,,, I � ,""."", ­� L� ,� �� ��,Z,�,�, , .". _g­�­ - ,,� ��,����.,',,",",,',,,;�,�,,��,,��.L'�,L� �, V;�i f _ ; i _ , ,", -, j ­__ 01 I I mmmmmm� � I - - L ! � i � ,'5,� ., ". , - -at, �,;-.�-� � A111111mm— olm��, L 1 ­7"_ _� �1, �',_T 4 I Tff,i-E, -� - � LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. 1­�­�'A� .... . . . , "I" - 7 , �3 1, , �, 13. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF SIX (6) INCHES HIGH WITH A STROKE OF NOT LESS THAN 3/4 INC , L, i , , I _�. ,­, fffi 0 � ,", _�, �, �,, ", -,',,-, , i -, .1 � - I � ! i Im, .'7:,��, '' ­ L- -- , 1 , 1 A5 I I, 1�,� L A' - �_­--' `,­,`�,_`,,,, , ." ,�,.,-- �464-'­', -, " , , , ­', .'�,-; ,'.I,��` , `­ 111 -",�"I'll""I��,�,,,,,I,,,,",�,'��',�,,"���,�,,,'�,�L-� ,,4 �:",�,­­�,101.1­ - " �_""�,'�"'L,-'�`� - - , , - ., , ,_,; v,­,",-, _, ', ily,,11�,,,,��11_ ,`�� , . ��;e,��,,A,`�,R,'_1 �,�­j - -, � 1, I I d:T'�­,,-,-,�", -�'­'�,,', , __ , -,,�,­,", "" -, ���r "', .� ,I, g 1 , , .... .. --�,,',�;,�.�-,���l��,,,��-,,,,,,,,, �', , 4� ,,f,f,f,f,LLLLL,,"�",: N , ,�,��,'��, ,,,���Z� 1 � " 'I � ;'- ,, �,�,,,� �-, I �­,I�q, `�11`111­` , , , _ __,�� ��'Jj,e,,, � I ­��', �,,��', - .- - , �11F. "���""Fl",���'I'l,",�,,�l', _ ,,,� ,.,,. I�T "�- " - � � , ', "LLL"', , �1 �� 11�1,�'111'1 ',L , , 1 ", , � �, ,r, '14 ,�11,1,,,�.1�11­ � �17, �,�, 1, T � "I , ,��_ , 'L H. '!L",.", �, 1, I fN I ,, g, q, 'L , ,g _ , ", , ­ , I le* - , '. , '' " jj" . '; ­­ ". - 2 I , � L , 7 " , ", I '' ", I ," L , ", I �� ", 1" " " ib , " , � 7111 , , __ f ffl&,� � � , t"""'­ `_ . _ ,�� , , � , ";, " .1,g, , 5�, ATER METER AND TESTIN ��', t" 'i �, �', ","n: ,� 1­11, , .51, 30 i 1'� � " ­10 I 3L' ­,` N" ,�L,� ..... . ', �,,��­ � � � '_.� "�_�W�j ;,� "�_�,_ � S I - ", - A"i, ,; "04",","E S--,� ­­ a , " " ,rf , � p , I 2"L ��,�,��,�!�� " � � � , imm t _*� " ", �� , , , ,LATE " �,`-,',,�,�"'�� W "" , _ W , - '1'11�1,��lf:"i��,,,�,,�-��i"," i A 19110h ��- !­,,', "I", I., 1. � 11, -, �_ , , , " � _-`Ll, ,,;�, Zt., i�,' -1 W-1 - � ft A000 Ar ; 111"1111` 'L "'LA I - - , , I ,,-�, , _ ", ,"., � I Fjgq_ , �'­ , , ", � �_ " , i �, t __ _7 "', m , �� t,i,,, ,- , K, "PRINK 'R, KITCHEN " , "' i , " NOT USED I � "I ` 3. 1 -11 -1 ,` " L��: :4NOT USED , 11 I I. I - ` , I A " ", '_� ", L ..... � ,�JW,j � "­�','. L -1 1� I I 1q& , _ i, _ _ � �W,­i M,�,�L, � ff -­ " , `­1 ; 4��LL4�.Ik , I ... ... � ...... Lo I a � , -1 - � 1�'k __ _ , L , , , , ", " L � T AF 's i ? ,i',,j ��"'11��, Om DIX , I , _,_, 11 _ I tl ,_�_ - ; JF 0 — . �� i 9 ff I WOMSIV13261rok"mm ­­ "I 11 ... 11 _­­­1W`Z.__, -,) � PH: 714-647-3341 1 ff . � � J i A- it - I 1 Al i - I I 11 — 11111111111111�� 10111111111111111111111111 - - * * - I , 0 , I I , L I 11 I , I I I I I I � - I I I I I - I , I � I I . ; I !, r , I I � � , , I---- - - ----,--- � : � : I BUILDING P TYE i I � : I I i I I i 4 � i j � L-WMWIFI0T0Fff"1MMMC3PAD � I I , I ISSUE DATE I i II I I i � � L � i ; � I � -------- Fm_1 I Sheet Title & Scale 0 _j �.. :3 V* co CSI W LLJ 0 W > C? uj I­< ,;t uj 3: 1� z W fc," . 9 W C-4 C/) < 0, (r) M n 2 - 6 a W (0 uj 0 �<3 - Lij < W *z > z W 3: < 0 _j c:> < _j C-4 0 W z co C1I-- 4 0 -) 9 11 #<_ IDrawn By. FGW I Date: 05-34-05 Project No. 2428 . I PLAN CHECK BID SET PERMIT 7-7-- 06 A R L—m- 7--2-7-06 �IWWWTE _z- -rho A3mmuma A - A A A- A Phillip Gilbert AIA FORM GUILD, INC. .34102 Violet Lantem Dona Point, CA 92629 949.443.1820 11 949.443.1828 FAX ISheet Na. 1i CS, I Title 24, California Code of Regulations Accessibility Regulations Correction List for Public Accommodations and Commercial Facilities (Effective 11-01-2002) 13 JOB ADDRESS v 1/4,120 10-ftt,� j2- OCCUPANCY GROUP TYPE OFCONSTRUCTION Jl �LNO. OF STORIES APPLICANT &T-pKrELEPHON 100 2?V E-MAIL I/kJ11AqUri2 MIMM, (P-IT% ADDRESS Page 1 of 17 Publicly funded buildings, structures, sidewalks,, curbs and related facilities shall be accessible to people with disabilities as follows: Sec. 101. 17.11 Part 1, Title 24, CCR (aka California Building Code). 1. All buildings, structures, sidewalks, curbs and related facilities constructed in the State by the use of State, County or municipal funds, or the funds of any political subdivision of the State. 2. All buildings, structures, and facilities, which are leased, rented, contracted, sublet or hired for periods in excess of two years by any municipal county, or State division of government, or by a special district. 3. All publicly funded living accommodations. 4. All publicly funded buildings used for congregate residences or.for one or two.family dwelling unit purposes shall conform to the provisions applicable to living accommodations. S. All existing publicly funded buildings and facilities when alterations, structural repairs or additions are made to such buildings or facilities. For detailed requirements on existing buildings, see Chapter I 1B, Division IV, Section 11 34B. All privately funded public accommodations as defined, and commercial facilities, as defined, shall be accessible to people with physical disabilities asjbllows: Section 101. 17 11, Part 2, Title 24, CCR (aka California Building Code). Exception: Certain types ofprivately funded multi -story buildings do not require installation of an elevator to provide access above and below the first floor: L Stairs used solely for emergency egress. Sec 1103B.1 Exc!Wtion I ii Floors or portions of floors not customarily occupied, including, but not limited to, elevator pits, piping and equipment catwalks and machinery rooms, Sec I I 03B. 1, Exception 2. iii The fallowing types of'privately funded multi -story buildings do not require a ramp or elevator above and below the first floor: See 11 03B. 1, Exception 3. A. Multi -storied office buildings (other than the professional office of a health care provider) and passenger vehicle service stations less than three stories high, or less than 3, 000.square feet per story. B. Any other privately funded multi -storied building that is not a shopping center, 11 shopping mall or professional office of a health care provider, and that is less than three stories high or less than 3, 000 square feet per story if a reasonable portion of all facilities and accommodation normally sought and used by the public in such a building are accessible to and usable by persons with disabilities. 1. Any building, structure, facility, complex or improved area or portions thereof which is used by the general public. 2. Any sanitary facilities which are made available for public, clients or employees in such accommodations or, facilities. Page 2 of 17 6. Where single accessible parking spaces are 14. In each parking area, a bumper or curb shall be 21. The surface of each accessible parking space or provided, they shall be 14' wide and outlined to provided and located to prevent encroachment of cars stall shall have a surface identification duplicating provide a 9' parking area and a 5' loading and over the required width of walkways. either of the following schemes: unloading access aisle on the passenger side of the I 129B.4.3., Fig I I B- I 8A, B & Q I I 29B.5, Fig I I B- I 8A, B & Q vehicle. The word "NO PARKING" shall be painted on the ground within eachfive-fiot loading and 15. Pedestrian ways which are accessible to people a. By outlining or painting the stall or space unloading access aisles. This notice shall be painted with disabilities shall be provided from each in blue and outlining on the ground in the in white letters not less than 12 inches high and accessible parking space to related facilities, stall or space in white or suitable contrasting located so that it is visible to traffic enforcement including curb cuts or ramps as needed. color a profile view depicting a wheelchair off icials. I 129B.4. 1, Fig I I B- I 8B) I 12913,43, Fig I I B- I 8A, B & Q with occupant; 7. When more than one accessible parking space is 16. Curb ramps shall not encroach into any parking provided, in lieu of providing a 14' wide space for space, with the exception of a transition ramp from a each parking space, two spaces can be provided loading/unloading area to an adjacent walk/sidewalk. within a 2' )' wide area lined to provide a 9' parking The transition ramp shall be a minimum of 48" in area on each side of a 5' loading and unloading access width, a maximum of 60" in length, with a maximum aisle in the center. The word "NO PARKING" shall slope of 1: 12 and with flared side slopes of I vertical be painted on the ground within eachfive-figot to 10 horizontal maximum, loading and unloading access aisles. This notice I 129B.4.3, Fig I I B- I 8A, B & Q shall be painted in white letters not less than 12 inches high and located so that it is visible 17. Each parking space reserved for persons with to traffic enforcement officials. disabilities shall be identified by a reflectorized sign (1 12913.4.1, Fig I I B-I 8A & Q permanently posted immediately adjacent to and 8. One in every eight accessible spaces, but not less visible from each stall or space, consisting of a than one, shall be served by an access aisle 96" wide profile view of a wheelchair with occupant in white minimum placed on the side opposite the driver's on dark blue background, The sign shall not be smaller than 70 square inches in area and, when in a side when, the vehicle is going forward into the "van path of travel, shall be posted at a minimum height of parking space and shall be designated 80" from the bottom of the sign to the parking accessible". All such spaces may be grouped on one space finished grade. level of a parking structure. ( 1129B.5, Fig I IB-18A, B & Q (Fig. 11B-18B, 1129B.4.2) 9. When less than 5 parking spaces are provided at 18. Signs to identify accessible parking spaces may buildings and facilities subject to these regulations, also be centered on a wall at the interior end of the one shall be 14' wide and lined to provide a 9' parking space at a minimum height of 36" from the parking area and a 5' loading and unloading area. parking space finished grade, ground or sidewalk. However, there is no requirement that the space be ( 1129B.5) reserved exclusively or identified for use by persons 19, Van accessible parking spaces shall have an with disabilities only. (I 129B.2) additional sign stating "Van Accessible" mounted 10. The minimum length of an accessible parking below the symbol of accessibility. (I 129B.5) space shall be 18'. ( I I 2913A. 1, Fig I I B- I 8A, B & Q 20. An additional sign shall also be posted, in a 11. Accessible parking spaces shall be so located that conspicuous place, at each entrance to off-street persons with disabilities are not compelled to wheel parking facilities, or immediately adjacent to and or walk behind parked cars other than their own. visible from each stall or space. The sign shall Ramp shall not encroach into any accessible be not less than 17" by 22" in size with lettering not parking space or the adjacent access aisle. The less than I'" in height, which clearly and maximum cross slope in any direction.for both conspicuously states the following: parking space and access aisle shall not exceed 2 % ( 1129B.5) slope, 1129B.4.3) "Unauthorized vehicles parked in designated A accessible spaces not displaying I I Surface slopes of accessible parking spaces shall distinguishing placards or license plates issued for be the minimum possible and shall not exceed I unit persons with disabilities may be' vertical to 50 units horizontal. (1129B.4.4) towed away at owner's expense. Towed vehicles may be recta* ed at 13, All entrances to and exits from a building and or by telephoning. vertical clearances within parking structures shall have a minimum vertical clearance of 8'-2" to any NOTE: Blank spaces are tol5ei ed in beam, ceiling, pipe etc., where required for appropriate information as a permanent part of the accessibility to accessible parking spaces. ( I I 30B) sign, Page 5 of 17 [ON other detectable warning approved by Department of' State Architect in accordance with Section 1133B.8.5. Bus stop pads shall be at the same slope as the roadway in the direction parallel to the roadway and a maximum 2% slope perpendicular to the roadway. ( 113 tBA) 6. Where provided, provide bus stop shelters installed so as to permit a wheelchair user to enter the shelter and access a clear floor area of 30" by 48", completely within the shelter. Bus stop shelters shall connect to an accessible route and to bus stop pads, ( 1131B.4) b. By outlining a profile view of a wheelchair with occupant in white on blue WALKS & SIDEWALKS background. The profile view shall be located so that it is visible to a traffic 1. Walks and sidewalks shall have a continuous enforcement officer when a vehicle is common surface, not interrupted by steps or by property parked in the space and shall abrupt changes in level exceeding 1/2". ( I I' )3B.7.1) be 36" high by 36" wide. 2. Walks and sidewalks shall be 48" minimum in PASSENGER DROP-OFF & LOADING ZONES width. ( 113313.7.1, Fig IIB-27(A)) NOTE: When provided, passenger drop-off and 3. When changes in level not exceeding 1/2" occur, loading zones shall be located on an accessible route they shall be beveled with a slope no greater than 1:2, of travel. 113113.1) except that level changes not exceeding 1/4" may be vertical. I I 33B.7.4, Fig I IB-5E(c) & (d)) 1, Where provided, one passenger drop-off and loading zone shall provide an access aisle at least 60" 4. Abrupt changes in level along any accessible route wide and 20' long adjacent and parallel to the vehicle exceeding 1/2" shall comply with the requirements pull-up space. Such zones shall be located on a for curb ramps. 1133B.7.4) surface with a slope not exceeding I vertical in 50 horizontal. If there are curbs between the access aisle 5. Walk and sidewalk surfaces shall be slip -resistant and the vehicle pull-up space, then a curb ramp shall as follows: 1.13313.7.1) be provided. 1131 B.2. 1, , Fig I I B-24) a. Surfaces with a slope of less than 6% 2. If there are no curbs, the boundary between the gradient shall be at least a slip -resistant access aisle and the vehicle pull-up space shall be as that described as a medium salted defined by a continuous detectable warning which is finish. ( 1133B.7.1.1) 36" wide. 113313.8.4) b. Surfaces with a slope of 6% or greater gradient shall be slip -resistant. 3. Provide minimum vertical clearance of 9'-6" at (I 13313.7.1.2) accessible passenger loading zones and along at least 6. When the slope in the direction of travel of any one vehicle access route to such areas from site walk exceeds I vertical to 20 horizontal, it shall entrances and exits. 1131B.2.2) comply with the provisions of Section 113313.5 as a pedestrian ramp, 1133113.5) 4, Valet parking facilities shall provide a passenger loading zone and shall be located on an accessible 7. Walk and sidewalk surface cross slopes shall not route to the entrance of the facility. The parking exceed 1/4" per foot, 113313.7.13) space requirements of Section 1129B apply to facilities with valet parking. 1131B.3) 8. All walks with continuous gradients shall have level areas at least 5' in length at intervals of at least 5. Where provided, bus stop pads shall be 96" ]on- every 400'. 1133B.7.6) (measured parallel to curb or road edge) and 60" wide (measured perpendicular to curb or road edge) to the 9. Walks shall be provided with a level area not less maximum extent allowed by Iega1 r site constraints. than 60" by 60" at a door or gate that swings toward Bus stop pads shall connect to an accessible route. the walk, and not less than 48" wide by 44" deep at a Newly constructed bus stop pads must provide a door or gate that swings away frog the walk, square curb surface between the pad and the road or 11331317.5., Fig I I B-26) 1 Page 6 of 17 3. Any curb or sidewalk intended for public use that is constructed in this State with private funds. 4. All existing privately, funded public accommodations when alterations, structural repairs or additions are made to such public accommodation as set forth under Section 11 34B. All Public Housing and Private Housing available for Public use. Government Code Sections 4450 and 12955.10 References .ferences to section numbers are to Part 2, Title 24, CCR (aka California Building Code). Prefix "3-" is for Part 3, Title 24, CCR (aka California Electrical Code) and "5- isfor Part 5, Title 24, CCR (aka California Plumbing Code). NFPA refers to National Fire Protection Association, • Item numbers circled below are required.for this project. Exemptions claimed for any item shall be requested in writing and shall include, all data needed to determine "unreasonable hardship" as described in Section 222. The following attached Supplemental Accessibility Regulations correction list(s) is(are) a part of these corrections: • Supplemental Correction List No. I (Sanitary Facilities, Drinkina Fountains, Telephones, Alterations and Wheelchair Lifts) • Supplemental Correction List No. 2 (Group "A" Occoancies-- Assembly Halls, Dining & Drinking, Etc,--, Group "E" Occupancies-- Educational Facilities--, Group "H" Occupancies-- Hazardous Facilities--, Group "I" Occupancies-- Medical Facilities--, and Outdoor Occupancies-- Recreational Facilities) • Supplemental Correction List No. 3 (Group "B" Occupancies-- Office Buildings, Police & Fire Dept. and Courtrooms, Etc.-, Group "M" Occupancies - Sales Facilities Factories, Warehouses and ATM's) • Supplemental Correction List No. 4 (Group "R" Occupancies-- Hotels, Motels, Transient Lodging, Etc.--, and Bathing Facilities & Lockers) ® Supplemental Correction List No. 5 (Elevators, Egress and Areas for Evacuation Assistance) o Correction List No. 6 (Group "R " Occupancies- Multi Family Dwellings, Apartments, Condominiums, Licensed care facilities) Page 3 of 17 10. Level area of walk shall extend 24" to the side of 7. the strike edge of a door or gate that swings toward sha the walk. ( 113313.7.5) con 11. Walks, sidewalks, and pedestrian ways shall be free of gratings whenever possible. For gratings 8. located in the surface of any of these areas, grid wid openings in gratings shall be limited to V2" in the and direction of traffic flow. If gratings have elongated rarr openings, they shall be placed so that the long the dimension is perpendicular to the dominant direction sur of travel. 113 3 B7.2, Fig I I B-713(a)) CURB RAMPS 9. ext NOTE: Curb Ramp is defined as a sloping pedestrian insi way, intended for pedestrian traffic, which provides tha access between a walk or sidewalk to a surface sha located above or below an adjacent curb face. di 0.4 NOTE: Curb Ramps shall be constructed where a cen pedestrian way crosses a curb. The preferred and co recommended location for curb ramps is in the center her ofthe crosswalk or each street corner. Where it is Sta necessary to locate a curb ramp in the center of the wa curb return and the street surfaces are marked to sur identify pedestrian crosswalks, the lower end of the rnat curb ramp shall terminate within such crosswalk par areas. Sec 112713.5.1 Fig I I B- 19 through I I B-23 coil in- L Provide a curb ramp at 1127B.5.1) sur det 2. Curb ramps shall be a minimum of 4' in width and su shall fie, generally, in a single sloped plane, with a Ca minimum of surface warping and cross slope. A 112713,52) 10. 3 ). The slope of curb ramps shall not exceed I vertical pre to 12 horizontal, ( 112713.5.3) 4. Transitions from ramps to walks, gutters, or streets PE (0 shall be flush and free of abrupt changes, except that the lower end of each curb ramp shall have a V? lip 1• beveled at 45 degrees. (I 127B.5.3 & 5) sha 113 ioining gutters, road surface 5. Maximum slopes of adjoining use immediately adjacent to the curb ramp or accessible 2. route, shall not exceed 1:20 within 4'ofthe top and rni bottom of the curb ramp. The slope of the fanned or Th flared sides of curb ramps shall not exceed I vertical sha to 10 horizontal. ( 1127B.5.3) dir 6. A level landing 4' deep shall be provided at the 3. ot Lipper end of each curb ramp over its full width to permit safe egress from the ramp surface, or the slope cro ofthe fanned or flared sides ofthe curb ramp shall per not exceed I vertical to 12 horizontal. (. I 12713.5A) co Page 7 of 17 Th e surface of each curb ramp and its flared sides 11 be stable, firm, and slip -resistant and shall be of trasting finish from that of the adjacent sidewalk. ( 112713.5.6) All curb ramps shall have a grooved border 12" e at the level surface of the sidewalk along the top each side approximately 3/4" on center. All curb ps constructed between the face of the curb and street shall have a grooved border at the level face of the sidewalk, ( I I 27B.5.7, Fig, 11 B- 19C & I I B-20GH) k curb ramp shall have a detectable warning that ends the full width and depth of the curb ramp de the grooved border when the ramp slope is less n I vertical to 15 horizontal. Detectable warnings 11 consist of raised truncated domes with a meter of nominal 0.9" at the based tapering to 5" at the top, a height of nominal 0.2", and a ter -to -center spacing of nominal 2.35", in ripliance with Figure I I B-23. "Nominal", as used e, shall be in accordance with Section 12-31-102, to Referenced Standards Code. The detectable riling shall contrast visually with adjoining faces, either light -on -dark or dark -on -light. The erial used to provide contrast shall be an integral t of the walking surface. The domes may be structed in a variety of methods, including cast - )lace or stamped, or may be part of a prefabricated face treatment. Only approved DSAIA C etable warning products and directional faces shall be installed as provided in the I?fornia Code of Regulations, Title 24, Part 1, icles 2, 3, and 4. ( 1127B.5.8) Curb ramps shall be located or protected to vent their obstruction by parked cars. ( 1127B,5.9) DESTRIAN GRADE SEPARATIONS VERPASSES AND UNDERPASSES) Pedestrian ramps on pedestrian grade separations 11 comply with the requirements of Section 313.5 for ramps. The least possible slope shall be d for any ramp. ( 1128B) Cross slopes of walking surfaces shall be the nil-num possible and shall not exceed 1/4" per foot. e slope of any appreciably warped walking surface 11 not exceed I vertical in 12 horizontal in any ection. ( 1128B) Where pedestrian grade separations cross streets or her vehicular traffic ways, and where a street level ssing can reasonably and safely be used by sons with disabilities, there shall be provided iforming curb ramps and a usable pathway. 0 memo" 1128B) .0000 1 SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL NOTE: Accessible Route of Travel is defined as Ita continuous unobstructed path connecting all accessible elements and spaces in an accessible building or facility that can be negotiated by a person with a severe disability using a wheelchair and that is also safe for and usable by persons with other disabilities". (I 102B) 1. Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. (I 127B. 1) 2. At least one accessible route within the boundary of the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks, to the accessible building entrance they serve. The accessible route shall, to the, maximum extent feasible, coincide with the route for the general public. ( 111413,12) 3. The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site. ( 1127B.1) 4. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. ( I 127B. 1) 5, When a building or portion of a building is required to be accessible or adaptable, an accessible route of travel shall be provided to all portions of the building, to accessible building entrances, and between the building and the public way, ( I 11413. 1.2) 6. At least one accessible route shall connect the following: ( I I 14B. 1.2) a. Accessible buildings, facilities, elements and spaces that are on the same site. b. Accessible building or facility entrances with all accessible spaces and elements and with all accessible dwelling units within the building or facility. 7. Where more than one route of travel is provided, all routes shall be accessible. ( I I 14B. 1.2) RAMPS (EXTERIOR OR INTERIOR ACCESSIBLE PARKING NOTE: Each lot or parking structure where parking is provided for the public as clients, guests or employees, shall provide accessible parking as required by Section 1129B. ( 1129B.1) 1. Provide_ disabled parking spaces as required by Table I I B-7 (see next column) for parking lot/structure, ( 1129B.1) 2, At facilities providing medical care and other services for persons with mobility impairments, parking spaces complying with Section I 129B shall be provided in accordance with Table I I B-7 except as follows: ( 1129B.3) a. Outpatient units and facilities: 10% of the total number of parking spaces provided serving each such outpatient unit or facility, ( 1129B.3.1) b. Units and facilities that specialize in treatment or services for persons with mobility impairments: 20% of the total number of parking spaces provided serving each such unit or facility, 1129B.3.2) 3. Accessible parking spaces serving a particular building shall be located on the shortest accessible route of travel from adjacent parking to an accessible entrance (as near as practical to an accessible entrance). ( 1129B.1) 4. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility, ( 1129B.1) TARTS I I n-7 Total 4 of parking spaces provided provided '1"' 0; Total # of disabled s Total re uIred spaces required 1-25 1 26-50 2 51-75 76-F0_0 4 JOI-150 5 151-200 6 201-300 7 301-400 8 401-500 9 501 - 1000 2% of totaT=, 1001 &Over 20 Plus I for each 100 or frq,-f;n- thereof 1001 5. In buildings with multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located closest to the accessible entrances. ( 1129B, I) Page 4 of 17 NOTE: Any path of travel shall be considered a Ramp if its slope is greater than F rise in 20' of horizontal run. The least possible slope shall be used for any ramp. ( 1133B.5) 1. The maximum slope of a ramp that serves any exitway, provides access for persons with disabilities, or is in the path of travel shall be Prise in 12' of horizontal run. ( 113313.53) 2. The cross slope of ramp surfaces shall be no greater than 1:50. ( 113313.53.1) 3. The width of ramps shall be as required for stairways and exits.( 113.313.5.2, Fig I IB-38 & 39) 4. Where the ramp is the only exit discharge path serving entrances to buildings or when it serves an occupant load qf'300 or more, the width of such ramp shall have a minimum width of 60". (1133B.5.2.2) 5. All other pedestrian ramps serving primary entrances shall be a minimum width of 48", ( 1133B.5.2.2) 6. Landings shall be provided at the top and bottom of each ramp, 1133B.5.4, Fig I IB-38 & 39) 7. Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise and at each change of direction in excess of 30 degrees. ( 1133B.5.4, Fig I IB-38 & 39) 10. Top landings shall be not less than 60" wide and shall have a length of not less than 60" in the direction of ramp run. ( 113313.5A.2, Fig I IB-38 & 39) 11. Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the required width by more than 3" when fully open. ( 1003.3.4.4, Fig I I -B-3 ) 8 & 3 9) 12. The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and 18" past the strike edge for interior ramps. ( 1003.3.4.4, Fig I I B-3 8 & 3 9) 13. All ramp landings shall be level with maximum slope in any direction not to exceed 2 % slope. (I I 3313,5A. 1) 14. At bottom and intermediate landings, the width shall be at least the same as required for the ramp. - - ------- Is Fig I IB-38 & 39) 15. Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 72" to accommodate the handrail extension. ( 1133B.5.4.6, Fig I I B-3 8) 16. Other intermediate landings shall have a dimension in the direction of ramp run of not less than 60". ( 1133B.5.4.7, Fig I I B-3 8) 17. Handrails are required on ramps that provide access if the ramp slope exceeds Frise in 20' of horizontal run, except that at exterior door landings, handrails are not required on ramps less than 6" rise or 72" in length. ( 1133B.5.5.1) 18. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the ramp surface, shall extend a minimum of l'beyond the top and bottom of the ramp, and the ends shall be returned. ( I I3313.5.5.1, Fig I I 13-27(b) & (c)) 19. The grip portion of handrails shall be not less than 1-1/4" nor more than 1-1/2" nominal diameter, or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. Handrails shall not rotate within their fittings. ( 1133B.5.5.1, Fig I I B-36) 20. Handrail projecting from a wall shall have a space of 1-1/2" between the wall and the handrail. ( I I 33B.5.5. 1, Fig I I B-36) 21. Handrails may be located in a recess if the recess is a maximum of 3 " deep and extends at, least 18"' above the top ofthe rail, ( 11338.5.5.1, Fig I I B-36) 22. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8". ( 1133B.5.5.1, Fig I I B-36) 23. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, ( 113313.5.6, Fig I IB-27(A & B)) a. A guide curb aminimum oft" in height shall be provided at each side of the ramp; ( 1133B,5.6.1) Page 8 of 17 OR b. A wheel guide rail shall be provided, centered I " above the surface of the ramp. ( I 13313.5.62) Sheet ritle & Scale Z UJ 130 W UJ Lo > W Z W 04 0 0*) W W Z 0 Ill W Z § < i < 0 0 04 UJ Il- CO Z 0 < Q IDrawn By: CITY =Dot-w 06-03-05 Project No. 2128 - PLAN CHECK Btl) SET IERMIT A A A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 lL_ 949,443.1828 FAX Sheet No. ,ADA�l ­­" dtIL Z 0.100C 24. Where the extension of the handrail in the direction of the ramp run would create a hazard, the termination off the extension shall be made either rounded or returned smoothly to floor, wall or post or the extension on the handrail may be turned 90 degrees to the run of the ramp. (1133B.5.5.1.1, 1133B.4.2.4) 25. Ramps more than 30" above the adjacent ground shall be provided with guardrails as required by section 1133B.5.7 and 1003.3.4.6. Such guardrail shall be continuous from the top of the ramp to the bottom of the ramp. (1133B.5.7) ENTRANCES & EXITS NOTE: Exit as defined is "a continuous and unobstructed means of egress to a public way and shall include intervening aisles, doors, doorways, gates, corridors, exterior exit balconies, ramps, stairways, smokeproof enclosures, horizontal exits, exit passageways, exit courts, and yards". NOTE: Rubric Way as defined is "any street, alley or similar parcel of land essentially unobstructed from the ground to the sky which is deeded, dedicated, or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. (1002) NOTE: For the purposes of Title 24, the use of the term Exit Door in Section 10031.3.1 applies to all doors that provide access, that is, entrances, passage doors, etc. I, All entrances and all exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. ( 1133B.1.1.1) 2. Elevators or escalators shall not be used as a required exit. ( 1003.2) 3. Revolving doors shall not be used as a required entrance for persons with disabilities. ( 1003.3,1.2) 4. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. ( 113313.1,1.1.3) 5. Recessed doormats shall be adequately anchored to prevent interference with wheelchair traffic. ( 1133B.1,1.1.3, Fig 1113-25) 6. All gates, including ticket gates, shall meet all applicable accessibility specifications of doors. ( 113313,1.1.1.4) 7. Every required exit doorway which is located within an accessible path of travel shall be capable of opening at least 90 degrees, shall have a minimum clear opening of 32 ", and shall be of a size as to permit the installation of a door not less than T in width and not less then 6'-8" in height. (1133B.1.1.1,1, 11331322) S. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, shall provide a minimum of 48" of clear space from any door opening into such vestibule when the door is positioned at an angle of 90 degrees from its closed position. Doors in a series shall swing either in the same direction or away from the space between the doors. See Figures I I B-30 & 31 I for strike edge clearance. ( 113313.2,4A) 9. In existing stairways where there is no landing, doors shall be conspicuously marked with a sign stating "Danger! Stairway -No Landing" or equivalent wording and there shall be adequate illumination. ( 1004.9.2.1.a(5)) 1. Manually operated edge- or surface -mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surfacemourited hardware. The unlatching of any leaf shall not require more than one operation. ( 1003.3.1.7) 2. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. ( 113' )B.2.5. 1) 4. Hank -activated door opening hardware shall be centered between 30" and 44" above the floor. ( 11331B2.51) Page 9 of 17 8. Any obstruction that overhangs a pedestrian way shall be a minimum of 80" above the walking surface as measured from the bottom of the obstruction. ( 1121 B.2, Fig I I B-28) 9, Where a guy support is used parallel to a path of travel, including, but not limited to , sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent an overhanging obstruction as defined. ( 113313.8.2) 10. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36" wide, complying with Section 1024.3 ). (I 133B.8.5) 11. Transit boarding platforms shall conform to the requirements of Section I I 33B.8.3. Only approved DSAIA C detectable warning products and directional surfaces shall be installed as provided in the California Code of Regulations, Title 24, Part 1, Articles 2, 3, and 4. ( I 133B. 8.4) STAIRWAYS 1. Stairways shall have handrails on each side, and every stairway required to be more than 88" in width shall be provided with not less than one intermediate handrail for each 88" of required width. Intermediate handrails shall be spaced approximately equally across the entire width of the stairway. ( 10033.3.6) 2. Each stairway adjacent to an area for evacuation assistance shall have a minimum clear width of 48" between handrails. ( 111413223) 3. Handrails shall be 34" to 38" above the nosing of the treads, ( 113313.42.1, Fig I I B-35) 4. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing and end shall be returned or terminate in newel posts or safety terminals, ( 11 33B.4.2, Fig I IB-35 & 37) 5. Where the extension of the handrail in the direction of the stair run would create a hazard, the termination of the extension shall be made either rounded or returned smoothly to the floor, wall, or post. Where the stairs are continuous from landing to landing, the inner rail shall be continuous and need not extend out into the landing. ( 1133B.4.2.4, Fig I I B-3 7) 6. The handgrip portion of handrails shall be not less than I - 1 /4 " nor more than 1-1/2" in cross -sectional nominal dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Gripping surfaces (top and sides) shall be uninterrupted by newel posts, other construction elements, or obstructions. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch. (I 13313.4.2.6. 1, Fig I I B-36) 7. The orientation of at least one handrail shall be in the direction of the run of the stair nosing and, and shall not reduce the minimum required width of stairs. (1133B.4.2.6.2) 8. Handrails projecting from a wall shall have a space of 1-1/2" between the wall and the handrail. Handrails may be located in a recess if the recess is a maximum of 3" deep and extends at least 18" above the top of the rail. Handrails shall not rotate within their fitting. ( 1133B.4,2.5, Fig 1113-36) 9. The tipper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and not more than 4" wide placed parallel to and not more than I" from the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the other treads of the stair. ( 1133 B.4.4, Fig I I B-35) 10. Where stairways occur outside a building, the upper approach and all treads shall be marked by a strip of clearly contrasting color at least 2" wide and not more than 4" wide placed parallel to and not more than I" from the nose of the step or landing to alert the visually impaired. The strip shall be of a material that is at least as slip -resistant as the other treads of the stair. A painted strip shall be acceptable. ( 1133B.4.4, Fig I I B-3 )5) 11. All tread surfaces shall be slip -resistant. Weather exposed stairs and their approaches shall designed so that water will not accumulate on walking surfaces. Treads shall have smooth, rounded, or chamfered exposed edges, and no abrupt edges at the nosing (lower front edge). ( 1133B.4.5.1, Fig 11 B-3 5) 12. The nosing shall not project more than 1-1/2" past the face of the riser below.( 1133B.4.5.2, Fig I I B-3 5) Page 12 of 17 5. When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32". ( I 1 3 )3B. 1. 1. 1. 1, Fig I I B -513 & I I B-33) 6. For hinged doors, the opening width shall be measured with the door positioned at an angle of 90 degrees from its closed position. (103) B.2.3, Fig I 111-333(a)) 7. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the leaf positioned at an angle of 90 degrees from its closed position. ( I 133B.2.3. 1) 8. When an automatic door operator is utilized to operate a pair of doors, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the door positioned at an angle of 90 degrees from its closed position. ( 1133B.2.3.2) 9. Minimum maneuvering clearances at doors shall be as shown in Figure I I B-26, The floor or ground area within the required clearances shall be level and clear. ( 1133B.2.4.2) 10. There shall be a level and clear floor or landing on each side of a door. The level area shall have a length in the direction of door swing of at least 60" and the length opposite the direction of door swing of 48" as measured at right angles to the plane of the door in the closed position. Where the plane of the doorway is off set or located in an alcove a distance more than 8 inches measured from the plane of the doorway to the, face of'the wall, the door shall be provided with 60" maneuvering clearance for front approach. ( I 133132.42, 1133B.2.5.3, Fig I I B-26, Fig 11B- 33) 11. The width of the level area on the side to which the door swings shall extend 24" past the strike edge of the door for exterior doors and 18" past the strike edge for interior doors. Where the door is recessed or located in an alcove, the projection distance allowed to project into the required door strike clearance measured from th eface of the wall to the face of the door is limited to 8% ( 1133B.2.4.3, 1133 B.2.4.5, Fig I I B-33(a)) 12. Provide clear space of 12" past strike edge of the door on the opposite side to which the door swings if the door is equipped with both a latch and a closer. (Fig I IB-26(a)) 13. The floor or landing shall be not more than 1/2" lower than the threshold of the doorway. ( 113313.14.1) 14. Where the door opens into a stair of a smoke proof enclosure, the landing need not have a length of 60". ( 1004.9.2.3a) 15. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. ( I 1 313 B.2.6, Fig I I B-29) 16. Maximum effort to operate exterior and interior doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds. ( 1133B.2.5) 17, When the door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 "from the latch, measured to the landing edge of the door. (I 133B. 2.5. 1) 18. Where turnstiles and crowd control barriers are utilized in a facility for the purpose of providing fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities shall be provided adjacent to or within a distance not to exceed 30' from each turnstile exit or entrance. This alternate passageway shall be maintained in an unlocked condition during business hours and the door or gate shall not activate a publicly audible alarm system, is posted stating The door or gate may be latched where all gates are restricted and controlled by an attendant and a sign" All gates are restricted and controlled by an attendant." The accessible door or gate shall provide the same use pattern. Where posts, rails, or other pedestrian controls are utilized to create crowd control aisles or lanes, a minimum aisle width not less than indicated in Figure I I B-5 E (a) and (b) with 32" of clear opening. ( 1133313.233.4) Page 10 of 17 13. Open risers are not permitted. On any given flight of stairs, all steps shall have uniform riser height and uniform tread widths consistent with 10063, treads shall be no less than 11" deep, measured from riser to riser. Risers shall be sloped or the underside of the nosing shall have an angle not less than 60 degrees from the horizontal. ( 1133B.4.5.3, Fig I I B-3 5) 14. Approved Tactile stairway identification signs that comply with Section 11.1 7B.5.1 shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The sign shall be located approximately 5' above the, oor landing in a position which is readily visible when the door is in the open or closed position or, the sign shall be located approximately 5' above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with the requirements qf'UBC Std. No. 10-2. (1133B.4.3) CONTROLS & OPERATING MECHANISMS 1. Controls and operating mechanisms required to be accessible by Section 101 A.1 1 shall comply with the requirements of Section I I 17B.6 ( I I 17B,6. 1) 2. Clear floor space complying with Section 1118B.4 that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment. 11 17B.6.2) 3. The highest and lowest operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within 48" of the floor but not lower than 15" if forward approached and within 54" but not lower than 9" if side approached. Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. ( 111713.63) 4. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, punching, or twisting of the wrist. To force required to activate controls shall be no greater than 5 pounds of force. ( I I 17B.6.4) 5. Vending machines shall be installed in compliance with Sections 111713.6 through I I 17B.6,4. 6. Faucet controls and operating mechanisms for kitchen sinks shall be operable with one hand and shall not require grasping, pinching, or twisting of the wrist. The force required to active faucet controls and operating mechanisms for kitchen sinks shall be no greater than 5 lbf Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. Self closing valves are a] lowed if the faucet remains open for at least 10 seconds. (I I 15B.2.1.6. 1) SPACE ALLOWANCE & REACH RANGES 1. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30" by 48". The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be a part of the knee space required under some objects. ( I 11713,23 & I 118B.4.1, Fig I I -B-5A 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. ( 11 17B.2.4 & 11 18B.4.2, Fig I I -B-5A) 3. The space required for a wheelchair to make a 180 degree turn is a clear space of 60" diameter or a T- shaped space. ( I I 18B.3, Fig I I B- I 2(a) & (b)) 4. The minimum clear width required for a wheelchair to turn around an obstruction shall be 36" where the obstruction is 48" or more in length and 42" and 48" where the obstruction is less than 48" in length. (Fig I I B-5E) 5. The minimum clear width for single wheelchair passage shall be 32" at a point (24" maximum length) and 36" continuously. ( 11 18B. 1, Fig I I B-1 0) 6. The minimum width for two wheelchairs to pass is 60". ( 1118B.2, Fig I IB-11) 7. If the clear floor space only allows forward approach to an object, the maximum high forward reach allowed shall be 48". See Figure I I B-c(a). The minimum low forward reach is 15". If the high forward reach is over an obstruction, reach and clearances shall be as shown in Figure I I B-5C(b). ( 11 1813.5) 8. If the clear floor space allows parallel approach by a person in a wheelchair, the maximum high side reach allowed shall be 54" and the low side reach shall be no less than 9" above the floor as shown in Figures I I B-51)(a) & (b). If the side reach is over and obstruction, the reach and clearances shall be as shown in Figure I I B-513(c). ( 11 18B.6) Page 13 of 17 FLOORS AND LEVELS NOTE: Level area is defined as "a specified surface that does not have a slope in any direction exceeding 114 inch in one foot from the horizontal (2.083 % gradient). " (1102B) 1. In buildings and facilities, floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. ( 1120B.1) 2. Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip -resistant. ( 112013.2 & 1124B.1) 3. Changes in level up to 1A inch may be vertical and I without edge treatment. ( I 124B.2, Fig I I B-5E(c)) 4. Changes in level between 1/4 inch and V2inch shall be accomplished by means of a ramp no steeper than I vertical to 2 horizontal. ( 112413.2, Fig I I B-5 E(d)) 5, If carpet or carpet tile is used on a ground or floor surface, it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. The maximum pile height shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire length of the exposed edge. Carpet edge trim shall comply with Section 1124B.2. ( I 124133, Fig I I B-713) 6. If gratings are located on floors, then they shall have spaces no greater than 1/2" wide in one 2n direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. ( I 124B.4, Fig I I B-713) CORRIDORS & AISLES 1. Every corridor serving an occupant load of 10 or more shall not be less than 44" in width, ( 11 33B.3.1) 2. Corridors serving an occupant load of less than 10 shall not be less than 36" in width. ( 113313.3.1) 3. Corridors which are located on accessible route and exceed 200' in length shall: ( 1133133.2, Fig I I B-34) a. Have a minimum clear width of 60"; OR b. Have, at reasonable intervals, a 60" by 60 minimum wheelchair turning space or passing alcove; not to exceed 200' OR EMPLOYEE WORK AREAS & WORK c. Have, at a central location, an intervening crossing or tee corridor, a minimum of 44" in width 4. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 36" in clear width. ( 1105133.6. 1) 5. Every portion of every building in which are installed seats, tables, merchandise, equipment, or similar materials shall be provided with aisles leading to an exit. ( 1133B,6.1) 6. Every aisle shall be not less than 3' wide if serving only one side, and not less than Y-8" wide if serving both sides. ( 1133113.6.2) HAZARDS AND PROTRUDING OBJECTS 1. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4" in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warning curbs projecting at least 6" in height above the walk or sidewalk surface to warn the blind of a potential drop off. ( 1133B.8.1) 2. When a guardrail or handrail is provided, no warning curb is required when a guide rail is provided centered 3" + I" above the surface of the walk or sidewalk, the walk is 5 percent or less gradient, or no adjacent hazard exists. (I 133B.8, 1, Fig I I B-27(c) 3. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. 112113.1, Fig I IB-7A) 4. Objects mounted with, their leading edges at or below 27" above the finished floor may protrude any amount into walks, halls, corridors, passageways, or aisles. ( 1121B.1, Fig I IB-7A) 5. Free-standing objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground or finished floor. ( 1121B.1) 6. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. ( 1121B.1) 7. Walks, halls, corridors, passageways, aisles, or other circulation spaces shall have 80" minimum clear head room. ( 1121 B.2, Fig 1.1 B-7A) Page 11 of 17 STATIONS NOTE: General Employee Areas are "those areas commonly used by multiple employees, such as restrooms, break rooms, conference and meeting space, etc." Even when these areas are restricted for employee use only, they must comply with Title 24 accessibility requirements. NOTE: Specific Work Stations is intended to mean "places where individuals do their work, such as a chefs chopping block in a commercial restaurant or a computer terminal in an office." These work stations are not required to be accessible themselves, except that aisle and floor and level requirements must be met and entryways must be at least 32" in clear width. 1. Employee areas shall conform to all requirements of the Office of the State Architect/Access Compliance Section in the California Building Code, Plumbing Code, and Electrical Code. ( 1123B.1) 2. Specific work stations, with the exception of work stations in sales facilities, check stands, ticket booths, and other work stations with specific requirements contained in other portions of the regulations, need only comply with aisle width and floors and levels, and entryways shall be 32" in clear width. ( 1123B.2) 3. Employee work areas shall be accessible by means of 36" minimum aisle and 32" minimum clear opening door width, ( I 1051332.3), 1105B.3.3.2, & 1108B.5) FIXED OR BUILT- IN SEATING, TABLES & COUNTERS 1. Where fixed or built-in seating, tables, or counters are provided for the public, and in general employee areas, 5% but never less than I must be accessible, as required in Section I 122B. ( 11228.1) 2, If Seating spaces for people in wheelchair are provided at fixed tables or counters, clear floor space complying with Section 111813.4 shall be provided. Such clear floor space shall not overlap knee space by more than 19". ( 11 22B.2, Fig I I B- 13) 3. If seating for people in wheelchairs is provided at fixed tables or counters, knee spaces at least 27" high, 30" wide, and 19" deep shall be provided. ( 1122B.3, Fig I IB-13) 4. The tops of tables and counters shall be 28" to 34" form the floor or ground. ( 1122B.4) 5. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller windows or a retail sales counter with multiple cash register stations, at least 5%, but never less than 1, of each type of station shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high, 1122B.4) SIGNS & IDENTIFICATION NOTE: Cal?prnia's standards for signage are more stringent and are significantly larger and wider than Federal law, Americans with Disabilities Act (ADA) Section 4.30. (1117B.5) NOTE: The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in Title 24 and as specifically required in this Section. ( 11 17B.5.8.1, Fig I I B-6) 1. The International Symbol of Accessibility shall consist of a white figure on a blue background. The blue shall be equal to Color No, 15090 in Federal Standard 595B. ( I I 17B5.8. 1. 1) 2. All building entrances that are accessible to and usable by persons with disabilities and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with additional directional signs, as required, to be visible to persons along approaching pedestrian ways, (I 117B.5.8.1.2. & 1127B.3) 3, When permanent identification is provided for rooms and spaces of a building or site, raised letters shall be provided and shall be accompanied by Braille in conformance with Section 1117B.5.2 through III 7B. 5.7. Signs shall be installed on the wall adjacent to the latch outside of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right. Mounting height shall be 60" above the finished floor to the centerline of the sign. Mounting, location shall be determined so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. (I I 17B.5-.1.1, 1117B.5.7) Page 14 of 17 51 Stamp No. CO 41 OF C Sheet 'ritle & Scale Cf) Z W D W W to cr) W CK Z D UJ N W W D Z < c) CK V) W < Q_ W . Z < _J UJ F- C. Z < 0 U) < < F- Drawn By. CITY Date. 06-03-05 Project No. 2128 PLAN CHECK BID SET PERMIT -A A A A A A A Phillip Gilbert AIA FORM GUILD, INC. .34102 wolet Lantern Dona Paint CA 92629 949.4411820 It 949.443.1828 FAX I Sheet No. II ­!$ n - n".� 4. When signs direct to or give information about permanent rooms and space of a building or site, they shall comply with Sections 1117B.5.2, 1117B.5.3, 111 7B. 5.5, 1117B.5.6, ]if 7B. 5 7 Means of egress signs and identification for visual exit signs, graphics, illumination, power source, tactile exit signage, tactile stair level identification and special egress control devices shall comply with Sections 1003.2.8.1, 1003.2.8.5, 1003.2.9, 1003.2. 10 and 1003.3.1.10. (1117B.5.1.3) 5, When raised characters or symbols are used, they shall conform to the following: ( 11 17B.S.5) a. Letters and numbers on signs shall be raised or recessed 1/32" minimum and shall be sans -serif uppercase characters accompanied by Grade 2 Braille. ( 1117B.5.5.1) b. Raised characters or symbols shall be a minimum of 5/8" high (maximum of 2"). 11 17B.5.5.2) c. Pictorial symbol signs (pictograms) shall be accompanied by the verbal description placed directly below the pictogram. The outside dimension of the pictogram shall be a minimum of 6" in height. ( 1117B.5.5.3) 6. Characters on signs shall have a width -to -height ratio of between 3:5 and 1: 1 and a stroke width -to - height ratio between 1:5 and 1:10. ( 11 17B.5.3) 7. Characters, symbols and their background shall have a non -glare finish. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a I ight background. 11 17B,5.2) 1 8, Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected above the finish floor in compliance with Section 1121 B, the minimum character height shall be 3". ( I I 17B.5.4) 9. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these Standards. Dots shall be I /10" on centers in each cell with 2/10" space between cells. Dots shall be raised a minimum of 1/40" above the background. ( I I 17B. 5.6) 10. Pole supported pedestrian traffic control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2" in width encircling the pole, and a I" wide dark border band above and below this yellow band, Color coding should be placed immediately above the control button. Control buttons shall be located no higher than 48" above the surface adjacent to the pole. ( 11 17B.5.9) ELECTRICAL 1. The center of junction box for electrical and communication system receptacle outlets shall be installed at an accessible location meeting the clearances and reach range requirements of Section I I 18B and not less than 15" above the floor or working platforms.( I 11713.6.3 ) & 3-210-7(g. 1)) 2. The center of the grip of the operating handle of controls or switches intended to be used by the occupant of the room or area to control lighting and receptacle outlets, appliances, or cooling, heating, and ventilating equipment shall meet the requirements of Part 2, California Building Code (CBC), Section 11 18B, Space Allowance and Reach Ranges, for persons with disabilities and shall not be more than 48" above the floor or working platform. ( 3-3180-8(c)) 3, The center of fire alarm initiating devices (boxes) shall be located 48" above the level of the floor, working platform, ground surface, or sidewalk. (3-760-16) NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED NOTE: If emergency warning systems are required, they shall activate a means of warning the hearing impaired. ( 1114 B.2.4) 1. Approved notification appliances for the hearing impaired shall be installed in accordance with the provisions of NFPA 72 in the following areas: (Ch 35, See 4-4.5) Page 15 of 17 Z ss 0 n a. Restrooms b. Corridors c. Music practice rooms d. Band roorns e. Gymnasiums f. Multipurpose rooms g. Occupational shops h. Occupied rooms where ambient noise impairs hearing of the fire alarm i. Lobbies j. Meeting rooms k. Any other area for common use 2. Strobe signaling devices required for the hearing impaired shall be State Fire Marshall approved and listed. (7203(c)) 3. Audible signals intended for operation in the public mode shall have a sound level of not less than 75dBA at I O'er more than I 10dBA at the minimum hearing distance from the audible appliance. (Ch 35 See 4-3.2. 1) 4. Audible signals intended for operation in the I private mode shall have a sound level of not less than 45 dBA at I O'or more than I I OdBA at the minimum hearing distance from the audible appliance. (Ch 35 See 4-3.3. 1) 5. The flash rate shall not exceed 2 flashes per second nor be less than I flash every second throughout the listed voltage range of the appliance. (NFPA 72 See 4-4.2) 6. The light source color shall be clear or nominal white and shall not exceed 1000 candela (effective intensity). (NFPA 72 See 4-4.2.2) 7. Wall -mounted appliances shall be mounted such that the entire lens is not less than 80" and not greater than 96" above the finished floor. Ceiling -mounted appliances shall be installed per Table 4- 4.4. 1, 1 (b). (NFPA 72 See 4-4.4) 8. Notification appliances installed in rooms shall be spaced as follows: (NFPA 72 See 4-4.4. 1) 1. Spacing shall be in accordance with Figure 4-4.4. 1.1 and Tables 4-4.4. 1. 1 (a) and (b). The separation between appliances shall not exceed 100'. (NFPA 72 See 4-4.4. 1. 1) 2. Visible notification appliances shall be installed in accordance with Table 4-4.4. 1. 1 (a), using one of the following: (NFPA 72 See 4-4.4, 1. 1) A. A single visible notification appliance. B. Two visible notification appliances located on opposite walls. C. In rooms 80'x 80'or greater, where there are more than two appliances in any field of view, they shall be spaced a minimum of 55'from each other. D. More than two visible notification appliances that flash in synchronization. NOTE: Where a room configuration is not square, the square room size that entirely encompasses the room or subdivides the room into multiple squares shall be used. (NFPA 72 See 4-4.4.1,3) 9. Appliances installed in sleeping areas shall comply with NFPA 75 Section 4-4.4.3. 10. Notification appliances installed in corridors shall be spaced as follows: (NFPA 72 See 44.4.2) a. Table 4-4.42, 1 shall apply to corridors not exceeding 20' in width. For corridors greater than 20' in width, refer to Figure 4-4.4. 1.1 and Tables 4 4.4.1. I (a) and (b). (NFPA 72 See 4-4.4.2. 1) b. Visual appliances shall be rated not less than 15 candela. (NFPA 72 See 4-4.4.2. 1) c. The visible appliances shall be located no more than 15' from the end of the corridor with a separation no greater than 100' between appliances. (NFPA 72 See 4-4.4.2.2) d. Where there is an interruption of the concentrated viewing path, such as a fire door, an elevation change, or any other obstruction, the area shall be considered as a separate corridor. (NFPA 72 See 4-4.4.2.2) ADDITIONAL MISCELLANEOUS REQUIREMENTS 1. Qualified historical buildings shall comply with the State Historical Building Code, Part 8, Title 24, of the California Code of Regulations as printed in part 2, Chapter 34, Division 11. ( I I 35B. I & I I 19B) CLEANER AIR SYMBOL 1. Publicly funded facilities or any.facilities leased or rented by State of California may have a "CLEANER AIR SYMBOL" to identtf y a room, facility and paths qf travel that are accessible to and usable by people who are adversely impacted by airborne chemicals or particulate(s) and/or the use of electricalfixtures andlor devices. When used, the symbol shall comply Sections III 7B.5.11. 1, 1117B.5.11.2 Ord. 1117B.5.11.3 (1117B.5.11, Fig IIB-40) Page 16 of 17 8 0' BUILDING TYPE L�50 ISSUE DATE JULY04-L Sheet Title & Scale • Z LU M Co W UJ 0 LU > M I Z Cr D UJ C'q 0*) W U) UJ F_• < 0 W r-Z < 0 Drawn By. CITY Date. 06-03-05 Project No. 2128 PLAN CHECK BID SET PERMIT 11-9 S' Lc - A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. R PRIMED qp. o n?ins 3 5 PROTRUDING OBJECT FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12" MAX FROM 27'TO 80" ABOVE FINISH GRAB BAR SHALL BE 1-1/2" MAX., FLOOR OUTSIDE DIA.- TYPICAL 12, C411 1 1/2" CLR.' OBJECT PROJECTION FROM WALL BETWEEN 27"TO 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO MORE 15; 2- 1/4"x3'EXPANSION ANCHORS AT THAN 4" 36" MIN. CLR.o MASONRY OR CONC. WALL 2- #1 OX2" 00 SCREWS AT WOOD OR STEEL STUD WALL-TYP. ACCESSIBLE ROUTE 1/8"x2" BENT PLATE WELDED TO RAIL AND1/8"x3" DIAMETER MOUNTING OBJECT PROJECTION FROM WALL LESS S - PLATE 4!-0" P THAN 27" ABOVE FINISH FLOOR MAY (V PROTRUDE ANY AMOUNT 2)(6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL FLOOR SHALL BE SLIP -RESISTANT SURFACE AND LEVEL WITH MAX 1/4" CHANGE IN LEVEL ><- >< INTERIOR ACCESSIBILITY ROUTE CLEARANCES vz'= 1 '-49- 10 GRAB BAR BOTTOM RAIL (EXTERIOR D!M!R) TYPICAL ENTRANCE I EXIT DO 3/4!-=v-3' 1 HANDRAILS TYP. AT BOTH SIDES OF RAMP TOP OF RAMP BOTTOM OF RAMP 12" 12, 10MIN. RADIUS TYP. SIGN POST OBSTRUCTION ck� T MAX, BOTTOM LANDING SHALL BE 6-0" ,712- MIN, BY WIDTH OF RAMP 311 6'EMBED-'77 z 2 cv RAMP SLOPE 1: 12 MAX. ACCESSIBLE ROUTE WALK--/ 1-1/2" OUTSIDE DIAMETER PIPE TYP. W/ VERTICALS AT 6-0"O.C. MAX. TOP LANDING SHALL BE S-0" MIN, BY WIDTH OF RAMP, LEVEL & CLEAR C11 C) NOTE: RAMP WIDTH SHALL BE 36% U.N.O. C) PROTRUDING HAZARDS I FLOOR LEVEL TRANSITION N.T.S. EXTERIOR DOOR CLEARANCES 1/2-=v-9- 5 TYPICAL RAMP DETAIL 1/2"=1'-o- 2 ADHERE TO FOLLOWING ADA REQUIREMENTS: 14!'MIN. PROJECTION FROM 4.13.8 THRESHOLDS AT DOORWAYS. &-04 S.S. GRAB BAR WALL URINAL MIRROR MTD 9 40" A.F.F. 4,16.5 FLUSH CONTROLS 3'-6'S.S. GRAB BAR TO BOTTOM OF 21-0" REFLECTING SURFACE 4.17.4 TOE CLEARANCE 12" LAV. 4.18.4 FLUSH CONTROLS 8" MIN. DEPTH x 30"MIN. 0 WIDTH KNEE SPACE 4.19.5 FAUCETTS ------ ---------------- -- ------------ ------ 4.30.2 CHARACTER PROPORTION o in 33'(EXCEP'T P TANK 4.30.4 RAISED AND BRAILED CHARACTERS AND PICTORIAL SYMBOL SIGNS TOILETS, WHICH Z -;1 CL CE 0 SHALL BE W)- 2 =: 5; 0) 1�t t L1211 0< Cn 4.30.5 FINISH AND CONTRAST = -1 u i 4.32.4 HEIGHT OF TABLES OR COUNTERS M M IT, MI I" M, CONTROLS MOUNTED ON INSULATE HOT WATER & DRAIN PIPES 9"MIN. HIGH x 30'MIN, WIDTH TOE WIDE SIDE OF TOILET AREA OPTIONAL CUP DISPENSER CLEARANCE 60R FLEX HOSE W/ BABY CHANGE SPRAY WAND STATION T.S. COVER DISPENSER DRYER PAPER TOWEL DISPENSER OR ZO I, - 05 2 SWITCHES 1r THERMOSTAT :2 D Co Cq Co co Fo I L oo CV FIRE ALARM CHANGES IN LEVEL 2 N.T.S. 1121 m ADA GENENOTES N T.S. RAL 0010111 1 9 IN MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED 3/8-'=v-0--T 31 L,% MODIFIED TO FIT.10DIM MT1W PAD ISSUE DATE JULY04-L Sheet Tittle Cl) & Scale 11-- z Lu W C'4 z W W to 0 AWN W (!) 0j z < CO III W j W z x < < C>a to m C14 Q C/) 0-) W 0 Drawn By. FGW Date: 05-31-05 E Project No, 2428 — PLAN CHECK BID SET PERMIT 7-7-05 A 4 PLM CHK - A A A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lontem Dona Point CA 92629 949.443.1820 949.443.1828 FAX Sheet No. ADAsm4 DELIVE?i.r-D juL P, V005 ACCESSIBILITY SIGN SEE ADA SHEETS — (E) LIGHT POLE NEW MONUMENT SIGN (E) FIRE HYDRANT A a ff v E N U E la, mg-vism-mmoro a (FIELD VERIFY EXACT I OCATION) moo Ail APN: APPLICANT: TOTAL LOT SIZE PROPOSED USE: BUILDING FLOOR AREA: EXISTING PARKING SPACE: OCCUPANCY TYPE: CONSTRUCTION TYPE: EXTERIOR WALL MATERIAL: ROOF MATERIAL: JUDY YAM FORM GUILD INC. 34402 VIOLET LANTERN DANA POINT, CA 92629 PHONE: (949) 443-1820 18,405 SQ. FT. (EXISTING) RESTAURANT (EXISTING) 2,186 SQ. FT. (EXISTING) 2,074 SQ. FT. (NEW) 30 INCLUDING I HC SPACE. (EXISTING) A, 25 INCLUDING 2 HC SPACES. I CAR AND I VAN A-3 (EXISTING) V-N (EXISTING) STUCCO BUILT-UP ROOF UL LABELED WITH FIRE EXPOSURE CLASS "A" I. ALL SITE SIGNAGE UNDER SEPARATE PERMIT. 2. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 3. THIS SITE SHALL COMPLY WITH BEST MANAGEMENT PRACTICES G ilrIG 57,01, 1111OFFQ��,r-7UAITIP 4. ONLY APPROVED DIVISION OF THE STATE ARCHITECT ACCESS COMPLIANCE (DSA/AC APPROVED DETECTABLE _EC WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALI ED IN ACCORDANCE WITH CBC SECTION 4433138.5 (1-) 8" CMU TRASH ENCLOSURE-6-8' HIGH WALLS -REFURBISH EXTERIOR TO MATCH BUILDING AS REQUIRED (N) CLEARANCE ARM (N) DRIVE-THRU SIGN • Project: BUILDI II ING TYPE I L 50ii ISSUE DATE JULY04 L'I �eF CAS. Sheet Title & Scale W C) CK > C? I— < z 4 z M LLJ 9(D mC%J410 . a- 00 D Z C 1 0 W cf) W W 01 W Co CV Z U 0 Drawn By. FGW Date- 05-31-05 Project No. 2128 PLAN CHM 80 SU PERMIT 7-7-05 _APLAN CHK A A A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point CA 92629 949.443.1820 949.44&1828 FAX Sheet No. A...O 0 E L I V E �1` J! L 21 0 2005 4 Project: 14 00 low, H uv XX A5 9' 6 1/4" 31'-2 1/4" 15'-8" % Al --- ........ 13-7 3/4" C) 2'4 1 /4' I 7,1f /�u 05 L Z C) 00 ZZ ! 6' 001 Q2 L T A 4 2 CN KX 3 s IL 1/ �0 J, v 7 m on sm — — — — — — — — — — — — — — — — — — — — — --- - 2 LO /� L 10 �/2- 2'-8'f '-7" 2'-8') 5 1/2" 140 9'- 1 1/2 8 1/2" 9'-1 1/2" J# 5-1 1/2" 6'-6" 4-3" 19'-5" 15'-10 1/2- 74'-l" 3'-8 1/4" MIN 32)-2$1 4'-0" 2-8" " 6'-213/4 /4� KCfCHEN C6 00 103 00 2 3 10'-5" 11'-7' N 17 71117 "1, "T, /-C u /1 3r1 FACED WALL nNfs DASHED UNE WDM 4 2 MEN W8.2 FIEM.FUW 6 DASH %A� 1108 IML, 4 11 kri goom gwitgu, i 1 15 i i i i I !1! 11 ii i 0 1 kpqm RIO! No ".111, 5_2 1/2" 12'-2 1/2" 22'- 11 1/2" 74'— 1 XX WW yy A5 A5 _A5 I I# 2" MAX. FOR V 4" MAX. FOR W­ MINIMUM CLEARANCES FOR SEATING AND TABLES WORK AREA 4 2 10'-4 1/2" If 3 8,-11" 4 Z EL 4 2 V-5 4P-7" rn PMMIff:1011 TRT 10 12-01 7 14 A. 5-6 1/2" 3'_ 10" 14'-1 1/2" 9' PANTRY 10 6 2 10 12'-0" 15- 10" VERIFY IVA, DIMENSION FLOOR PLA 1/4Nm 110.on 2 LL LEG D FLOOR PLAN NOTES NOTES TYPICAL EXTERIOR WAL DIMENSIONS CONCEALED DOWNSPOUT AND SCUPPER, SEE DETAIL MIN. 5-0" X 5-0" LEVEL LANDING TYP. EACH BUILDING 2X6 WOOD STUDS 016'; O.C. W/ 1/2" EXTERIOR GRADE PLYWOOD (EXP 1) SHEATHING AND R-19 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. (:::2:) NOT USED ENTRY -SEE ADA SHEETS. SEE SITE PLAN FOR ACTUALD& HARDSCAPE LAYOUT KRAFT FACED FIBERGLASS BATT INSULATION (U.N.O.) 2. SEE 1/S1.1 FOR CONDITION AT EDGE OF SLAB. TYPICAL INTERIOR WALL: A� WOOD ROOF ACCESS LADDER. CENTER AT ROOF 2X4 WOOD STUDS @16" O.C. (U.N.O.) OPENING. (CUT LENGTH TO FIT) SEE SHEET K1. 1. ALTERNATE TO EXTERIOR PLYWOOD: OSB APA EXTERIOR RATED SHEATHING VERIFY TRUSS ALIGNMENT FOR ROOF HATCH OPENING, 2. SEE SHT. S2 GENERAL NOTES FOR ADDITIONAL FRAMING REQUIREMENTS. (T) CO2 FILL BOX LOCATION INTERIOR SOUND -RATED WALL: Mwy77 ,7 CONSTRUCT TYPICAL INTERIOR WALL W/ 3-1/2" WINDOWS/DOORS (a) PROVIDE 22 GA. STAINLESS STEEL WALL PANEL OVER 5/8" CEMENT BD. UNFACED FIBERGLASS BATT INSULATION 1. SEE SHT. A1.1 "WINDOW TYPE" (0) "DOOR SCHEDULE" (0). APPLY WITH CONSTRUCTION ADHESIVE, S.S. WALL PANEL SHALL COVER ENTIRE WALL BELOW THE HOOD, EXTEND PAST ENDS OF HOOD THE DECOR ITEM -SEE SHEET DI & FINISH SUBSTRATES DIMENSION REQUIRED BY LOCAL CODES. SEE 103/A8.3 SCOPE OF WORK SHEETS 1. DINING ROOMCUSTOMER AREA & PASSAGE. , (:K) PROVIDE A WALL MOUNTED S/S SPLASH GUARD PARTITIONS 5/8" CEMENT. BD. FROM SLAB TO +12" AND 28" W X 36" H -SEE DETAIL 15/A9.1. 1 11m fit I M 1! =t == WALK-IN COOLER BOX 5/8" TYPE 'Y' GYP. BD. FROM + 12- TO 6" ABOVE SUSP. CLG. (::f) METAL THRESHOLD - SEE DTL, 4/A7 OR 20/A7 2. TOILET ROOMS 5/8" CEMENT. BD. FROM SLAB TO CEILING ELECTRICAL MAIN SWITCHBOARD (MSB). REFER TO ELECTRICAL DRAWINGS. 3. KITCHEN, PREP, OFFICE, SERVING, D/T, TACO, DRY, EMPLOYEE, SERVICE WATER HEATER LOCATION. REFER TO PLUMB'G DWG'S. 5/8" CEMENT. BD, FROM SLAB TO +12" AND VERIFY R.O. REQT'S WITH MFR. NOTES: 5/8 - EXPOSURE 1 PLYWOOD FROM +12" TO 6" ABOVE SUSP. CLG. 1. REFER TO EXTERIOR ELEVATIONS SHEETS A4 & A4.1 FOR EXTERIOR FINISHES (NOT AT SHEAR WALL - PROVIDE 1/2" CEMENT BOARD OVER SHEAR PANEL) (10:) MOP SINK SEE DTL. 17/A9.1 AND ROOM FINISH SCHEDULE SHEETS I A9 & A9.1 FOR INTERIOR FINISHES. 4. ALL JOINTS, GAPS AND SPACES LEADING TO HOLLOW OR INACCESSIBLE SPACES VERIFY R.O. REQT'S WITH LOCAL AGENCIES. 2. REFER TO STRUCTURAL DRAWINGS FOR POSTS, SHEARWALL SHEATHING & ARE TO BE SEALED WITH NSF APPROVED SEALANTS. (JI) RECESSED ELECTRICAL PANEL IN WALL. REFER TO Ak ANCHORING AND SILL PLATE REQUIREMENTS. SEE SHEETS S1 THRU S3. 5. SEE SHT. A8 THRU A9.1 FOR ROOM FINISHES. ELECTRICAL DWG'S. DECOR 12 NO PLYWOOD ON INSIDE FACE OF I -LINE POP OUT 1. SEE SHEETS D1,D1.1 & D1,2 FOR SEATING PLAN AND DETAILS. 13 7/8" STUCCO OVER 2X FURRING AT DRIVE-THRU PICKUP WINDOW POP OUT SEE SHEET A4.0 L-W MODIFIED TO FIT JODIKA EXISTING PAD ISSUE DATE ULY04� Sheet Title & Scale Drown By. FGW Dote: 05-31-05 Project No. 2125 PLAN CHECK BID SET PERMIT 7-17-_<* A PLAN CHK A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 9419.443.1820 949.443.1828 FAX Sheet No. D F L I VE I E-5 JUL 202005 U L OR TYPES DOOR SCHEDULE Project: DOOR c DOOR MAT KICK- THRES- DOOR DOOR SIZE w BUTTS LOCKS CLOSERS Cn J MISC. DOOR NOTES NO. w PLATE HOLD STOP � = C, CL Q o ¢ � 1 2 13 1 2 3 14 5 16 1 2 3 1 12 1 2 1 1 2 1 1 uJ 1/4" SAFETY GLASS 3 3 V) EQ. 12 EQ. FIELD PAINT TO MATCH BUILDING z z R/R _ 1 /4" SAFETY f7 U- SIGN GL. LITE of SOLID F1711"' SOLID CORE 3'-0" H.M. DOOR �, �_ CORE d � c < `' o n X � M a U g� BUILDING TYPE PULL KICKPLATE �' oui ui HANDLE ;t,, ON KITCHEN -- uJ Of W Q > m o ® 1 CD i co cn m m o cD SIDE ONLY I 1 „ zltz ui c c.D z L�50J KICKPLATE KICKPLATE _ KICKPLATE BOTH ON KITCHEN U) v � ^ 1 ( m i _ <.L � 1 ( 1 ') O N to j Z �� L-W MODIFIED TO Eft JWKA EXISTING PAD SIDES, N N _ SIDE ONLY o o ova w v c0 = W .W "o `g ' L= / J I✓ gs Q «0 b Q Q ISSUE DATE w w z � 0 w cn cn � c� <c z SEE SHT. A4 & A4.1 SECURITY DOOR cn z w r� = w +� __J :D CD � FOR HARDWARE POSITION a w w w Q r d w C c w w w coo C3 cfl p z � Ln c .� F- I) F•- rI I d z ULY04-L d F m CJ Z a- r, +Z' 3 w F- k w co �t c` 00 can `— Q C u c� c t? ORSCHEDULE E'E N NTS 5; Z0 zui $uJJJZw V)no.uJrlCK � �,�, F�_ t) w fJ > z Z z <t cn = J F- w w 0 1. ALL HARDWARE SHALL BE FURNISHED &INSTALLED AS NOTED ON SHT. A4 THRU A4.1 9. PANIC HARDWARE VON DUPRIN�98�SERIE�SOREQUAL. RIM PANIC HARDWARE & EXTERIOR `u ° '� z -` '� z -' ` z z �c `� `- Cn ,w,, c ' z a w <C .� x ¢ ¢ t� v tJ E-- I— F— cn cv a w a I� m � __i V) c o to > x G_ � w a- � � LL W H H 1 D OR PU S. ( Stamp � qRe,�, 2. ALL HARDWARE SHALL BE US32D, U.O.N. 3'-0" x 7'-0" x 1 3/4" ! A AL AL ! ! ! ! SEE NOTE #11 N. 61 10. R/R {BRAILLE} SIGN REQUIRED AT SIDE OF EACH DOOR AS REQ'D BY ADA. (B 0 3. ALL H.M. FRAMES SHALL BE 16 GA. STL. U.O.N. F' 4. ALL LOCKS TO BE FALCON 6 PIN INTERCHANGEABLE CORE. ALL EXTERIOR LOCKS 11. MAXIMUM DOOR OPERATING PRESSURES-5LBS INTERIOR, 15 LBS EXTERIOR 2 3'---0„ x 7,-0" x 1 3/4" i A AL AL ! ! ®D i ! i SEE NOTE #11 TO BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES TO BE 12. R/R (CIRCLE & TRIANGLE) SIGNS SHALL BE PLACE ON THE DOOR AS REQUIRED BY ADA.�i 3'-0" x 7'--0" x 1 3/4" A AL AL ! +! i SEE NOTE #11 047 KEYED ALIKE. 13. MGFR.: MARLITE 5, PERMANENT CORES TO BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. TYPE: #3068 FLUSH PARTICLE BOARD CORE W/ HIGH PRESSURE PLASTIC LAMINATE FACE. 4 3'-6" x 7'-0" x 1 3/4" C HM HM ! ! ! ! ! ! ! ! SEE NOTE #8, #14 ,� • ��,�� 6. MOUNT DOOR CLOSERS ON TOILET RM. OR KITCHEN SIDE ONLY. FACE: NEVAMAR WM-8-350T CARMEL SAGAWOOD 5 3'-0" x 6'-8" x 1 3/4" ! D WD HM ! ! ! ! ! SEE NOTE #3, #14 p� ���l�fl� FRAME: MARLITE #AAA-500, BRONZE ALUMINUM 7. SEE SPECIFICATIONS FOR ALTERNATE MANUFACTURERS. 14. PAINT THE DOOR FACE AND FRAME THE SAME COLOR AS THE ADJACENT WALL. 6 3'-0" x 6'-8" x 1 3/4" B WD HM ! ! ! ! i ! ! SEE NOTE #3, #6, #12 & #13 8. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL 15. DOORS WITH PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2 LOCKING POINTS ON , , , {WITH FLAP), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR EACH DOOR, ONE LOCATED AT HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR. 7 3 -0 x 6 -8 x 1 3/4 ! B WD HM i ! ! ® ! • ! ! SEE NOTE #3, #6, #12 & #13 BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE AND PANIC HARDWARE, ORDERED T U 0 N CU ITY DO R P T D -Y -SD (1-800-887-4307). 8 3>_0> x 3'-6" x 1 3/4" ! E ! BY DECOR VENDOR Sheet Tittle & scale PROVIDE FULL LENGTH AST AGAL (LATCH GUARD). +�"¢ ,� 1 �" k]�S `vo 9 3'-6' x 7'-0" x 1 3/4" ! F HM HM i 18"X 30" VOUVE ry W 014, �� 4 3 3 .Oc l 1�2 10 3 -6 x 7 -0 x 1 3/4' ! F HM HM i ! 18 X 30 VOUVE J OIL HED LE ACCESSORY NOTES WINDOW TYPES o o o QTY. ITEM MANUFACTURER & MODEL # (UFPC, PCN) REMARKS d v- 1. REFER TO INTERIOR ELEVATION, SHEET A8.2, FOR LOCATION 0° W O Z CC a 2 R/R - MIRROR (VANDAL RESISTANT) 18"x36" SENTRY OF TOILET ACCESSORIES. J = en W rn Q2 R R - PAPER TOWEL DISPENSER BOBRICK #8262 SURFACE MOUNTED 2. PROVIDE PROPER BLOCKING AT ALL TOILET ROOM WALLS FOR 0 tl! {t 25 z v 2 / RECESSED AND WALL MOUNTED ACCESSORIES. 0 I- ¢ W W ,e 4 R/R - GRAB BARS (2)-36" & (2)-42" BOBRICK - B6806X36/ 86806X42 SURFACE MOUNTED 3. GRAB BARS, FASTENERS & MOUNTING DEVICES SHALL BE Q a J WQ (E52800391,99133/ E52800392„ 99134) W DESIGNED FOR 250 LB. PER LINEAR FOOT LOAD, -•.. _t c) < -� ca 0� uJ z 4 SEE PAN R/R - PARTITIONS BOBRICK #1040 DESIGNER SERIES, FLOOR ANCHORED, 848 IVORY 4. DIMENSIONS NOTED ON ENLARGED RESTROOM PLANS � (� co 0� ARE FROM FACE OF FINISH AND INTENDED AS MINIMUMS, NOTE:0<5 2 R/R - SOAP DISPENSER KAY #3675 SURFACE MOUNTED U.O.N. 0 .�.J Q- AS VIEWED FROM OUTSIDE Z Z ! 3 R/R - TOILET PAPER DISPENSER KIMBERLY CLARK --- #AWMK09564 SURFACE MOUNTED 7 3 1 R/R - TOILET SEAT PROTECTOR DISPENSER PROTECTO 25131700 E52001577, 92206 SURFACE MOUNTED / # { ) ABOVE TOILET- TISSUE 6'-0 1/2- R.O. s 2 R/R - BABY CHANGING STATION KOALA CORP. - #KB100-00 SURFACE MOUNTED 4'-0 1/2- R.O. 1'-4" 5'-8" 7 9 2 R/R - TRASH CAN RUBBERMAID "SLIM JIM" #3541 (GREY) V-4 1/2- R,O. 7 15 A7 A7 A7 5 � 5 A7 :�, � A7 `�' CD A OPEN GLAZING A7 N IN�LUDED W/ D T WINDOW / �` SIM. Q 16 9 5 / rSQ _ _ ___ ___ __ _ _ ___ A7 ;- n1:1 3 "DOOR FIN. SLAB A7 FIN. SLAB FIN. SLAB �/ �1 FACE OF WALL FINISH (TYP) AS SHOWN & DASHED LINE INDICATES g 1 2 & OPPOSITE 3 A7 Ed 1 0 HORTON AUTOMATICS IS REQUIRED FOR B , ' 48" CLR MIN. 3 1U-) ;i DRIVE-THRU WINDOW TO INCLUDE 1,-3„ i I ARMORED STRIKEPLATE. <6> <�> Drawn By. FGW Date: 05-31-05 Project No.� 2428 PLAN CHECK 810 SET PERMIT %ZT-{a5 amFm no t.CK A A A d A A A A ti 3/4" CONDUIT COMPRESSION .STRUT PRESSURE FIT BETWEEN ROOF STRUCTURE. AND CEILING MAIN RUNNER 0 42'-0" O.G. EA. WAY WITH FIRST POINT WITHIN 4'-0" OF PERIMETER WALLS — PERIMETER WIRE AT EA. TERMINATION POINT a �\1 FACE OF WALL ACOUSTICAL CEILING TILE #12 WIRE HANGER MAIN RUNNE (TYP.) SECTION MIN. #42 GAUGE. W1 NORTH EAST FAM ATTACH TO STRUCT. ABOVE WRAP WIRE. THRU PRE - DRILLED SLOTS IN RUNNERS AND AROUND BOTTOM OF CONDUIT #12 SPLAY WIRE CROSS RUNNER c Z-O" O.C. MAIN RUNNER 0 4'-0" O.C. 3 AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS 0 OPP. CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS PERIMETER MEMBER @ ,STARTER WALLS 3 5/8" 20 GA. MTL. INSTALL COMPRESSION STRUT t� 12'-O" EA. DIRECTION OR EVERY 144 SQ.FT, OF CEILING CROSS RUNNER #12 WIRE SPLAYED IN THE PLANE OF EA. RUNNER @ 45 :UNNER SUSPENDED CEILING SHALL COMPLY WITH ICBO ER2244 (ICC #ER224.4) 1997 UBC STANIP4RD 25-2 COMPRESSION STRUT DETAIL ALTERNATE SUPPORT 3 5/8" % 20 GA. METAL STUD ® 16" O.C. WITH VERTICAL STUDS TO - ATTACH TO STRUCT. ABOVE STRUCTURE 4'-0" O.C. : — #8 WIRE 4'-0" O.C. (WRAP 3 FULL TIMES) 1 1/2"X 16 GA. CHANNEL C� 4`-O" O.C. (2)-#12 SCREWS SUSPENDED CI_GG. DETAIL 7/8" X 20 GA. HAT CHANNEL AT 46" O.C. 3" GYP, BD.,TYP. 14 A. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECNAICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OS SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT THE REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED ,--MqrRE THAN 8 FEED ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1 B. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. 'SUCH MECHANICALLY OPERATED EXHAUST SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING, CBC SECTION 1202.2.1 (SECOND PARAGRAPH) CEILING SYMBOL LEGEND GENERAL NOTES KEY NOTES DIMENSIONS CEILING GRID WORK POINT 14 SECURITY SYSTEM STROBE LIGHT, SEE E6 1. ALL DIMENSIONS ARE TO FACE OF STUD. C33 C.G.T.V. CAMERA (IF REQUIRED) x 4'NT CEILING FINISHES ) EXHAUST HOOD, HOOD LIGHTS SEE SHT. M5.1 15 ROOF HATCH -SEE SHEET S3 FLUORESCENT FLUO `._L POS MONITOR LIGHT FIXTURE 1. REFER TO ROOM FINISH SCHEDULE, SHEET A9.1, FOR CEILING FINISHES CL`_ �--��� ��3 WATER HEATER FLUE PROVIDE S.S. ESCUTCHEON @CEILING. SEE 16 1 HOUR RATED GREASE SHAFT. ROUTE EXHAUST FAN DUCT. REFER TO (EMERGENCY DETAIL 8jA2.1 & M5.1. WHEN HATCHED) SUSPENDED CEILING DETAIL 11 JA2,1 17 ALARM SYSTEM SIREN IN CEILING ABV. TILES. SPEAKER 1. TRIM: INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING LONGEST PRACTICAL LENGTHS. MITER CORNERS, PROVIDE CO2 LINE FOR DRINK SYSTEM - OWNER FURNISHED AND O DOWNLIGHT EDGE MOLDINGS AT JUNCTIONS WITH OTHER INTERRUPTIONS. CONTRACTOR INSTALLED. (ABOVE CEILING) 18 EQUIPMENT CHASE (TYP. 5 LOCATIONS) SEE SHEET E8 12" EXHAUST FAN 2. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN �J NON —INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM. OWNER 19 EXHAUST DUCT FOR STEAM HOOD. SEE SHT. M2. TRACK LIGHTING CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. FURNISHED AND CONTRACTOR INSTALLED. SEE DETAIL 4/K2 3. VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8—INCH IN 10 FEET. 20 METAL SUSPENSION SYSTEM (Q RADIUS): USG INTERIORS INC ICC #2244 Ah EXIT LIGHT HVAC RETURN GRILLE 4. VARIATION FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, TWO DEGREES MAXIMUM. CURVED SOFFIT BY DECOR VENDOR — SEE SHEET K1 — SEE DETAIL 6/A2.1 FOR ATTACHMENT — FIELD PAINTED PER PLAN BY DONN "CQMPASSO" SUSPENSION STRIP 2 1 /4" HIGH/RADIUS PER PLAN (WALL MOUNTED) 5. INSTALL SYSTEM AFTER MAJOR ABOVE -CEILING WORK IS COMPLETE. COORDINATE (-�-�-�� AWNINGS -SEE SHEETS A4 AND A4.1 - FIELD VERIFY ALL DIMENSIONS COLOR: WHITE. SEE DETAIL 13 & 14 f A2 EXIT LIGHT LOCATIONS OF HANGERS WITH RELATED WORK. �...%....-� 21 MENU BOARD - 7 PANEL. SEE SHT K1 f K1.1 (CEILING MOUNTED) HVAC SUPPLY DUCT 6. SEE SPECIFICATION SECTION 09511 ACOUSTICAL CEILING PANELS FOR PROVIDE PVC CHASE IN WALL FOR SYRUP BUNDLE LINES: ADDITIONAL INFORMATION. SEE DETAIL 18/A9.1 22 CENTER CAN LIGHTS Q SUSP. CLG ON TILE U.N.O. PENDANT FIXTURE GYPSUM BOARD CEILING L FLY FAN - VERIFY W/ HEALTH DEPT. - SEE SHEET K1 PAINTED GYP, 80. SOFFIT -CONSTRUCT SIM. TO DETAILS 10 8c 14 A2.1 f 1. GYPSUM BOARD TYPE SAME AS INDICATED ON SHEET Al, FLOOR PLAN. PTO EXTERIOR WALL FIXTURE 2. ACOUSTICAL SEALANT: APPLY TO GYPSUM BOARD PANELS AS INDICATED IN 10 BACK DOOR ANNUNCIATOR SONALERT ON CEELING. 2,4 SOFFIT AT EXTENDED TOWER Q +9'-0" A.F.F. - "AMBER SPECIFICATION SECTION 09260 GYPSUM BOARD. PAINT WAVE" -- SEE SHEET A4.0 DOWNLIGHT @ WALK-IN (BY WALK-IN MANUF.) 3. GYPSUM BOARD FINISHING AND DECORATING: SEE SPECIFICATION SECTION 11 PROVIDE PVC CHASE THROUGH CEILING FOR OVERHEAD SYRUP BUNDLE LINES: 25 VERTICAL DECOR PANEL - SEE SHEET K1 09260 GYPSUM BOARD. SEE DETAIL 14/A9.1 EMERGENCY "FROG -EYE" LIGHTS ELECTRICAL (:jD FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHEDULE ON SHT. M1. 1. SEE SHT. E4 FOR FIXTURE SCHEDULE (TYP. Q RESTROQMS) 2. SEE SHT E6 FOR POS MONITORS, SPEAKERS AND ALARM 0&3 3. SEE SHT E4 AND E5 FOR SMOKE DETECTOR, ETC. 13 PENDANT LIGHTING -- CENTER OVER TABLE -TOPS, TYP. SEE SHEET K1 Project: q BUILDING TYPE L�5u'0'6'J L-50 MODIFIED TO FIT=10 EXISTING PAD ISSUE DATE JUL Y04-L Sheet Title & Scale 0 ca LU LU t!i < 9 M � Q O W 0 C3 tY <C WW _ U _j co uj Z O u Drawn By. FGW Date: �05-31-05._ Project No. 2128 PLAN CHECK SID SET PERMIT 7-7-05A PLAN CHK. A A A A A U Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point. CA 92629 949.443.1820 949.443.1828 FAX Sheet No. JUL2005 GYP. BOARD GYP. BOARD PLYWOOD STRUCTURE SUSPENDED CEILING SUSPENDED CEILING SPRING CLIP 2X BLOCKING 2X BLOCKING HANGER WIRE 10*k GUIDE RING SPLAY WIRE SECURED TO STRUCTURE &_PQ056 5iT, N) TS F TRIM CEILING T's TRIM CEILING T'S E.W. OR @ EDGE BAND @ EDGE BAND OF CLG AREA WALL ANGLE FLEXIBLE WALL ANGLE MAIN TEE AT CURVED SOFFITS 0 TRIM TILES TO - BULB CLIP MATCH TEGULAR EDGE TRIM TILES TO 0 NOTE: THIS DETAIL IS FOR MATCH TEGULAR EDGE SEISMIC ZONE 3 & 4 ONLY. NOT USED N.T.S. 17 NOT USED N.T.S. 13 WALL ANGLE N.T.S. 9 FLEX WALL ANGLE N.T.S. 5 SUSPENDED CEILING N.T.S. (E) ROOF TRUSS TYP. A35 (TYP.) ALTERNATE 20 VERT. BLKG. U-BOLTS BY G.C. NOTES: LOCATION HERE SIMPSON H2.5 SEE DETAIL 14/A2.1 FOR CONNECTION AT TRUSS 20 VERT. BLOCKING TO ADJACENT UNISTRUT "SL" SERIES= ANCHOR TO @ 24" O.C. W/ SEE A2 FOR LAY -IN CLG. HEIGHTS BOTTOM TRUSS CHORDS 0 TRUSS OR JOISTS BY G.C. R FASTENERS PER MFR. 2x WOOD TRUSS 8'-4" RAFTER PLATE k' CHORD OR SUPPORT A.F.F. lr\--CE,L,NG 0 BETWEEN CHORDS n TILE FLASHING PLATE ;1 -(2) 1/4" X 1 STEEL CHANNELS LAG SCREWS 2x STUDS @ 12 O.C.(2)INNER CONNECT CHANNELS W/ INTO EA. TRUSS. (4)1/4" BOLTS +9'-2" _SUS. CLG. TILES X LAID 2X4 LAID FLAT V2 4 A 1. OUTER STEEL CHANNEL WHT. PLASTIC SLEEVE TO LAYERS LG. 1/2" GYP. BD. PAINTED CONCEAL CHANNELS & 3/4" PLYWD. EXTEND 4" ABOVE CLG. THREADED THREADED 60 POWER CORDS(NOT SHOWN) 2x6 WD STUD @ 12" O.C. RADIUS PLATE. 0 (2) LAYERS 3/4- PLYWD. Q�±8'-4" 7 =777, -_ - ----I PLATE WHEN ON RADIUS, RODS, - t- I ATTACH �OVITOR BRACKET W/ 1 4' BOLTS +8'-2' CLG. OR (2) 2x STUDS WHEN B.O.. SOFFIT STRAIGHT SUSPENDED MONITOR S.S. STEEL MONITOR 1/2" GYP. BD. PAINTED CEILING (SEE ASSEMBLY 0 BRACKET RCP) RADIUS SOFFIT (0 C" U.N.Q. j% 6'-8" U-) N.O. C, 3 BY DECOR C\I -D mvA.F.F Zi- VENDOR 2 rN NOT USED N.T.S. 18 CONNECTION DETAIL 1 1/2" 1 '-0"114 SOFFIT DETAIL 3/411 DECOR SOFFIT ATTACHMENT N.T.S. 6 MONITOR BRACKET 3/4"=1 E- 2 WATER HEATER WALL FRAMING BEYOND FLUE- SEE PLM'G. DRAWINGS CEILING STRUCTURE BEYOND VARIES SUSPENDED CEILING 16 (D TRELLIS W/ - I - -- MTL SUPPORTS - - - - - - ------ ---------- -- --- --------------------- * . .. .. T_ 2" GYP. BID. AT CEILING/SOFFIT 12" EQ. SPACING 12" 8" DIA. 20 GA. TYP. GALVANIZED PANTABLE J-MOLD MITERED CORNERS ESCUTCHEON PAINT TO MATCH {NO ATTACHMENT TO WALL} CEILING FRP OR GYP. BD. AT WALL 0 <cv < NOTE: 0 ATTACH MOULDING PER MFR. NOT USED TRELLIS PLAN 1/4"= VE15 FLUE PENETRATION 0 CLG. HALF SCALE1 11 NOT USED N.T.S. 7 SLIP JOINT AT SOFFIT 6x8 BLK'G @ PLATE W/ A35 -WINDOW EA. END, TOP & BOTTOM 6X8 BLK'G 0 PLATE W/ A35 TRUSSES 6"X6"X1/4" MOUNTING PL W/ _N& EA. END, TOP & BOTTOM (4) 1/2 M. B. 6"X6"X1/4" MOUNTING PL W/ (4) 3/8" X 6" LAG SCREWS DBL. STUD EA. END OF 6x8 BLK co DBL. STUD EA. END OF BLK'G .. 1 HR SHAFT HOOD ENCLQS-LIRE 0DUCT 1" DIA DIAGONAL SUPPORT ROD -ALUM. TRELLIS ELEMENT SEE SCOPE OF WORK F -1 5/8" TYPE "X" GYP. BID. ON E.S. 2 1Z2" MTL TO STL PL 3" CLR STUDS @ 16" O.C. _j 1 DIA ROD T: V) 1/2- DIA M.B, (8) PER U HOOD EXHAUST DUCT (SEE MECH FOR SIZE) Cn CANOPY. - — — — — — — — — — -- — — — — — — — — — — — — — — — — - < (4) 3/8" X 8" LAG SCREWS DIRECTLY BELOW oll STRUT MOUNTING WALL BELOW F—SHEET METAL CANOPY, BRACKETS - TOTAL OF VARIES SEE PLAN SEE SCOPE OF WORK (8)/ TRELLIS 12 NOTE: CONTRACTOR MAY PROVIDE EQUIVALENT 1 HR. SHAFT '2 6x8 BLK'G. W A35 16x8 WINDOW HEADER < CONSTRUCTION IN LIEU OF EA. END, TOP BOTTOM. W/ A35 EA. END, TOP 00 ABOVE & BOTTOM CANOPY SECTION WINDOW TRELLIS SECTION 3"=V-0" 161 NOT USED N.T.S. 1121 1-HOUR SHAFT (ALTERNATE) 3/4"= V-0- 1 8 NOT USED N.T.S. q. L-50 MWIREDTO FIT,*DIM EXIST114 PAD ISSUE DATE J LYO4-L Sheet Title & Scale W z 111 uj Ld > C? a Lu 3: 4< 114, LLJ a 0 Z z W tc, w en 0 w cn _j U- CL co w W § Z W LU _j 0 < Z 0 < C� " :73 co I-- M uj " Z < w 0 co 0 I 0 1<5 Frown By- FGW Dote: 05-31-05 Project No. 2128 PLAT CHECK 810 SET PERMIT A A A A A AA A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. A�2 0 1 DEL IVERED,JuL 2 (12005 2.eX3(7 2X6 SETW EFEN 2X4 FRAMING 4 Sl_COCKIMG- • r r -.l-14 2 �y. �- RAINFALL (PER UNIFORM PLUMBING CODE) I 4-INCH/HR. AREA CALCULATION (ROOF) ROOF AREA 1 1980 SQ.FT. UPC 2000' TABI .E 11-1 FOR 4' RAINFALL [t 4980 SQ.FT. / (2 DRAG AND OVFTION FLOW 990 SQ.FT. LEADER SIZE. 1 3' MIN. HORIZONTAL RAINWATER PIPING PER UPC 400' TABLE 11-2 MINIMUM 1/8' SLOPE 1 40 MIN. USE 4k DIA. PIPE FOR LEADER AND HORIZONTAL PIPES 0 ROOF PLAN WATER PROOFING 1. UNDER SIDE OF PARAPET CAP FLASHING SHALL BE PRIMED OR PAINT GRIP. 2. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. 3. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 4. SEE SECTION 07920 FOR SEALANT SPECIFICATIONS. 5. ALL SHEET METAL FLASHING SHALL BE 22 GAUGE MINIMUM. 6. SEE C/A6 FOR WATER PROOFING AT ARCH TOP. FIRE DEPARTMENT NOTES 1. BUILT-UP ROOF COVERING MATERIALS SHALL BEAR UL LABELS WITH FIRE EXPOSURE CLASS "A". SEE SPECIFICATIONS. MISCELLANEOUS 1. SEE DETAIL 1 /M5 FOR GAS PIPE SUPPORT. O "C" CHANNEL FLU SUPPORT. SEE DETAIL. 6/A3.1. SATELLITE DISH. SEE DETAIL. 4/A3.1 FOR SUPPORT ASSEMBLY, DET. 8/A3.1 FOR FLASHING ASSEMBLY AND SHT. S3 (ROOF FRAMING PLAN) FOR SUPPORT LOCATION. WASTE VENT THRU ROOF. SEE SHT. P2 FOR SIZE AND DET. 8/A3.1 FOR FLASHING ASSEMBLY. MAINTAIN MIN. 10' CLEAR TO ALL AIR INTAKES. EQUIPMENT SUPPORT. SEE DET. 12/A3.1. ICE MACHINE CONDENSERS & COMPRESSORS. SEE SHT K1/K1.1. WALK-IN COOLER/FREEZER CONDENSERS. SEE SHT K1/K1.1. CANOPY SIGNAGE-UNDER SEPERATE PERMIT- SEE SHEETS A4.0 & A4.1 ROOF DRAIN TO CONCEALED DOWNSPOUTS RUN IN WALL TO GRADE -SEE ELEVATIONS 4" DIA. WATER HEATER FLU THRU ROOF EXTENDED MIN. 2'-0" ABOVE PARAPET WALL AND OUTSIDE OF A 10' RADIUS AROUND EACH HVAC AIR INTAKES. SEE DET. 7/A3.1 FOR THRU-ROOF FLASHING DETAIL. 10 2'x3' WALK MATS. SEE ROOF SPECIFICATIONS @ DIVISION 07512. 11 RTU ROOF CURB DETAIL. SEE 11 /A3.1. 12 SEE DET. 1 /A3.1 FOR TYP. BASE FLASHING. 13 METAL ACCESS DOOR, 24"X24" SEE DT. 18/A3.1, 14 BUILT-UP ROOFING SYSTEM . SEE ROOF SPECIFICATIONS, DIV.7. 15 TOWER VENT. SEE DTL 3/A3.1 - SIZE PER LOCAL CODE REQUIREMENTS 16 NOT USED 17 PLYWOOD ROOF DECK SEE SHEET S3. 18 ROOF CRICKET SEE 2/A3.1 (CAN BE SHAPED INSUL.) 19 COPING JOINT WITH CAP FLASHING SEAM, TYPICAL, REFER TO DETAIL 10/A3.1. 20 WALL SIGNAGE -UNDER SEPERATE PERMIT-- SEE SHEETS A4.0 & A4.1 21 KEEP AREA CLEAR. 22 WINDOW TRELLIS - SEE SHEETS A4.0 & A4.1 23 ROOF VALLEY PER MFR. SPECIFICATIONS - NO PENETRATIONS BETWEEN DASHED LINES 24 NOT USED 25 ROOF HATCH. SEE SHT K1/K1.1. 26 PARAPET LIGHT FIXTURE - SEE DETAIL 16/A3.1 27 METAL CANOPY - SEE SHEETS A4.0 & A4.1 I1 , 3 Project: Rh BUILDING TYPE L�50J L-W WDFIEO TO FIT dMM "ISM4 PAD ISSUE DATE JULY04-L Sheet Title & Scale W w C; 70 I<qt c> �w C14 i.. Z Et LLr- 06i 0((j t?W� � z 0 _JC`2 N Z m 0 � H Drawn 8y. FGW Date. 05-31-05 Project No. 2128 FLAN CWXK BID SET PERMIT 7-7-c05 A PLAN CHK A A A A Phillip Gilbert AIA __.. FORM GUILD, INC. 34102 Violet lantern Dana Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. �U.. if if ROY ���H��NJR� N 0 BASE FLASHING SYSTEM U�WA�RC i PIPING P-ROVIDE 1 /2" TO SEAL SPACES 1" HEAD NAIL AT 6-8" O.C. DRIP HE - MIN. 22 GA. G.I. PIPE ENCLOSURE COVER MULTI PIPE GROUPING 1 " HEAD NAIL @ 6" - 8" O.C. FIBER CANT STRIP W/ 4" LEGS - SCREW THRU NEOPRENE NAIL TO PLYWOOD AT 12" O.C. WASHER , 3 PER SIDE BASE FLASHING ROOFING PLIES MEET 2- I IS ROOF INSULATION. i 2' 2„ ROOFING MATERIAL III IIIIIII fill[ 11 [fill RIGID INSUL W/ FIBER CANT STRIP W/ 4" COVER BOARD LEGS -NAIL TO DECK d- AND/OR CURB @ 12" O.C. Q 2X CONT 2x12 WD CURB SECURED a TO ROOF DECK MULTIPLE PIPE FLASHING 1-1 /2„=1,-0„ 5 WALL. BASE FL.AS H I N G 1 NOTE: ALL SEAMS MUST BE SOLDERED 22 GA. 0.1. COVER PLATE SET INTO SEALANT CONTINUOUS FIBER CANT FLANGE FRAME ''�-' BEAD APPLIED ALONG BOTH SIDES OF JOINT - BUILDING PARAPET STRIP SECURE USING SCREW THRU STEEL/NEOPRENE LAP BUILDING PAPER WASHER CENTERED OVER 1/4" GAP BETWEEN ���' 2x2x1/8 C CHANNEL 2x4 WD. BLOCKING HINGE HINGE OVER MTL, FLASHING ADJACENT SECTIONS OF NEW COPING -S� OR UNISTRUT-LAG BOLT ROOFING O RIGID INSUL % TO PARAPET @ BLK'G & 0/ 5/8" PLYWD CRICKET PREMANUFACTURED GALV. SCREW THRU NEOPRENE WASHER {� CUT &BEND @ 90° 0,/2x4 JOIST W/ 2x6 MTL. ACCESS DOOR -PRIMED. 30' O.C. {� INSIDE FACE ONLY ANGLE RIDGE 6- PAINT IN FIELD. 24'X24" OR _ :' ,1: SECURE OUTSIDE FACE OF METAL 1:12" AS REQ'D. MFR: NYSTROM STUCCO SECTIONS USING TWO NAILS XT-SERIES FOR EXTERIOR THRU SLOTTED HOLES � » � � MIN' PIPE CLAMP -BOLT TO APPLICATIONS (800) r "A . ` . UNDER COVER PLATE / CHANNEL (2 THUS) I 547-2635 6 PLACE COPING OVER MTL. TRANSITION PIECE HOT WATER HEATER FLUE ~ 2x WD. BLK'G. AS REQ'D. N 22 GA. G.I. CAP FLASHING STUCCO V Q � COUNTER FLASH @ EXTERIOR FACE I i I PLOYWOOF OD DIAPHRAGM Q Ln 2 € € I --- '0 NOTES: o a � METAL AS SPECIFIED 0 1. JOINTS ARE TO OCCUR AT 20'--0" MAX, ° F 22 GA. G.I., SECURED <c 2. SEE DETAIL 2/A7.1 FOR ADDITIONAL NOTES � WITH APPROPRIATE FASTENERS --- - - - - - -- - - --- - -- ACCESS HATCH 3",11-0„ 18 COPING TO TRANSITION N.T.S. 114 COPING JOINT N.T.S. O FLUE SUPPORT DETAIL 1/2„-1'-0" ROOF CRICKET REMOVABLE PRECISION ROOF LADDER -- FIBERGLASS INSULATION WEATHERPROOF 2'-6" X 3'-0" SCUTTLE FOR ----�- HVAC UNIT ROOFING MATERIAL HOUSING LADDER ACCESS TYPE 'S' CENTRIFUGAL CONTINUOUS BIRD SCREEN SHEET K1 IF W/NEOPRENE FAN " MOLDED SAFETY CAP PERIMETER GASKET NAILER STRIP „ ® SEALANT GALV. MTL. DRIP FLASHING- GALV. 1 HEAD NAIL @ 6" - 8" O.C. "�,� 1/8" POLYURETHANE „ 1 HEAD NAIL AT 6-8 O.C. HEAD ONLY SCREW THRU NEOPRENE WASHER , 3 PER SIDE --SEE DETAIL 11/A3.1, SIM. 1 KNOCK -DOWN METAL 22 GA. G.I. COUNTER FLASHING INSERT CURB SECURED W/ SCREW THROUGH STEEL --- --RAIN GUARD W/ SS DRAWBAND 1 » BOND BREAKER TAPE SHEET FLASHING Wf" NEOPRENE WASHER AT MAX. - 3" MIN. BUTYL SEALANT ROD & SEALANT EA. SIDE 1 O.C. --- TAPE BONDED SECURELY AS REQUIRED RIGID INSULATION. ROOFING BASE FLASHING TO BOTH SURFACES W/ COVER BOARD z � M „ FIBER CANT STRIP W 4 LEGS - SECURED 2X WD. f WATER HEATER FLUE 2„ 2„ DOUBLE TRUSS NAILER @ PERIMETER NAIL TO PLYWOOD AT 12" O.C. PREMANUFACTURED GALV. MTL. OF HVAC CURB. ROOFING MATERIAL _ LOUVER -PRIMED & PAINT IN FIELD. SIZED PER LOCAL REQUIREMENTS "PERLITE" BOARD - - MFR: BUSKIN (OR EQUAL) 2x4 WD. STUD 2" L 2" 2 STRIPPING PLIES SET MODEL NO: L6811 ALUM. LADDER SEE IN ASPHALT (816) 761-7476 STANDARD CURB BASE FLASHING SHEET K 1 TRIM WOOD SLEEPER TO ROOF SLOPE SO "PERLITE" _ MTL SLEEVE 2x WD. BLK'G, AS REQ'D. BASE, FASTEN PER � �-- CURB RESTS LEVEL BOARD 1-HR SEALANT @ STUCCO --�-- MANUFACTURER'S RECOMMENDATIONS FIBER CANT STRIP W/ 4" }� �C -- FRP OVER 8 EXTERIOR (-- INSULATION. PENETRATION - �-- SOLID BLK'G UNDER GRAVITY BACKDRAFf LEGS -NAIL TO DECK _- GRADE PLYWD. OVER r7 FLANGE DAMPER AND/OR CURB @ 12" O.C. , I 2x4 STUDS @ 16" O.C. Q o RIGID INSUL 8 CONDUIT � (2) 2x12 WD CURB 0/ 2X `� 00 Ir SUSPENDED CEILING r- PLYWD. ROOF FRAMING �---A DECK o E- W/ COVER BOARD Q FLANGE INTO BED OF ROOF CEMENT AND �- a SECURED TO DECK }- a � STAGGER NAIL FLANGE @ 4" O.C. EXHAUST F F HIND(EF-2F�- 1 1/2" = V--0" 1 ROOF HATCH 1/2" = 1'_0» 15 HVAC CURB 3„"1'0" ill FLUE THRU ROOF "- '-0" 7 LOUVER DETAIL 3"=1'-0» 13 22 GA. G.I. CAP FLASHING -SECURE. BITUTHENE CAP SHEET SATELLITE DISH W/ SCREW THRU STEEL/NEOPRENE 7 �r _ KITCHEN 2" GALV. FIXTURE MOUNTING WASHER AS NEEDED FOR PROPER OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2" ROOFING MA w`�� �f f �'� SEE SCOPE OF WORK �/ HOOD SEAL WITH EXHAUST FAN PIPE wl4"x4"x1/4" MOUNTING SECUREMENT (4 SIDES) p I / �// G.C. TO SUPPLY & INSTALL i y APPROVED PLATE CAP OFF TOP & SEAL 5/8" CDX. PLYWOOD .. r> 1 BOND BREAKER TAPE f / GALVANIZED WEATHER CAP I MATERIAL I CONDUIT PENETRATION TOP LEVEL BASE FLASHING -. 3" MIN. BUTYL SEALANT _ ! yj - G.C. TO SUPPLY & INSTALL SHEET METAL HINGED BASE CAULK AND HOSE CLAMP TO SEAL � FIBER CANT STRIP W/ 4" LEGS - NAIL TO PLYWOOD AT 12" O.C. TAPE BONDED SECURELY TO BOTH SURFACES PIPE It �� _ MTL FLASH'G Wf �o � 1"x1/4' DRAW BAND FLASHING FOR SERVICING/ PRE -FABRICATED RUBBER PIPE - z ROOFING MATERIAL Wit- --- '� TALL OR CLOSED PIPE LINE I z SET IN NON -HARDENING SEALANT BOOT FLASHING SET BETWEEN „ 5 2x6 C 16 O.C. z � 4,> CLEANING. W.P. CONDUIT BASE PLIES AND MODIFIED n MIN. 4 LB. LEAD FLASHING CANT STRIP € PRE -FABRICATED j BITUMEN ix0 W/ S.S. DRAW BAND VENTILATED ROOF CURB I BUILT-UP ROOFING, SEE 2' 2" 2" _ 1 1 2" STL PIPE: SCHEDULE ROOF 1 SPECIFICATIONS I (2}P.T. 2x12 4 LB LEAD FLASHING 40 ASTM A36 STRUC. STL. I w, (RIP TO ROOF SLOPE) PLUMBERS S CONE (1.9" O.D.) (1.6' I.D.) w v I > J-SOX FOR MUSAK CO -AXIAL CABLE (2) BASE PLIES — 2X STACKED W/ DRILLED HOLE 0r`"' 2x4 D€AG. TO TOP CHORD FOR PIPE PENETRATION v OF ADJACENT TRUSSES FIREPROOFING MIN. 16 GA. INSULATION EXIST. ROOF DECK SEALANT STL PIPE TO BE SECURED TO WELDED DUCT TRUSSES W/SIMPSON PGT2 W/ ROOF PENETRATION 1Qd C� 6" O.C. PLYWOOD DECK �' �* (4)1/4" LAG BOLTS (TOP & BOT.) ,� N, PLYWOOD TRUSS TOP CHORD (TYPICAL) 0 -DRILL & BOLT PIPE TO TRUSS a, DECK o RIGID INSULATION. W/ o > W/ 3/8" DIA BOLTS o o RIGID INSUL NOTE: ALL SUPPORT TO BE SET ON SOLID NON -RIBBED NEOPRENE, p COVER BOARD M C\1 W/ COVER BOARD FOR ALL LAG BOLTS SECURE THROUGH STEEL/NEOPRENE WASHER Q - - SIMPSON PGT2 or_ [::EXHAUST FAIN FLASHING F- 1 1 1/2" = 1 '-0"120 TOWER LIGHT MOUNTING PIPE N.T.S. 1116 EQUIPMENT SUPPORT N.T.S. SEALED PIPE FLASHING N.T.S. 8 SATELLITE DISH SUPPORT N.T.S. q. Project: AOL mw BUILDING TYPE Lm50J lv4 MWIF1W TO FIT =1t%EXISTING PM ISSUE DATE JULY04-L Sheet Title & Scale w j .. I -t r z., ,. • •. w Drawn By. FGw.�—_._._....—� Date: 05-31-05 =1 Project No.� 2120 PLAN CHECK BID sET PERMIT A A A b A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dana Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. A�3. 1 DELI � jm�CI 22 GA. GALVINIZED STEEL METAL ROOF OVER ROLLED BITUTHANE 60 MIL. SOLDER zz ALL SEAMS. SEE A4 FOR PAINT COLOR. A5 A35 EACH SIDE TYP. 8 -4 EL. +25'-0" A TOP OF TOWER + 2 3X3 GALV. ANGLE A7.1 2 16 PONT-N- + EL. +19'-4" ONT TO MATCH --% TOWER TOP OF PARAPET 5 0 1 5 272 1 3 1 LIGHT FXTR. SEE SHT. E5 L - - - - - - - 3�FU I- L + 7/8" STUCCO OVER PAPER -BACKED WIRE LATH OVER #30 FELT + U3j 1/2" PLYWD. NAIL ALL SIDES W/ 1 Od @ 6" O.C. ALL MEMBERS -BLOCK EDGES 15 8 15 n 411 6 4 LO T-11 . ......... rik EL. 0 _011 TOP OF SLAB ... ... .... A on TOWER REVEAL DETAIL 8 FRONT ELEVATION EL. +25'-0" TOP OF TOWER y Aww__� A5 8-"slm. /X X_ A5 2 A-4 EL. +19'-4" 4VTOP OF PARAPET 2720 3- L- - - - - - - - --- - - - - - - - - - - - - - - --- - - - - - - - - - 6 - - - - - - - - - - 5 E3 BOT. OF REVEAL 1747 VI I... SPANDREL GLASS II IIVI LaA II Llj CE) II 8 (D II 1 (D II 1 II 3 3 11 15 II OPEN OPEN 00 Rfl II 4 0'-0"EL. 01-0 TOP OF SLAB - ------- --- ----------- --- - 11, -------- -------- ------- ----------- --- ------ - DRIVE—THRU SIDE ELEVATION 1/4 ---------- -- ----------- ----- EXTERIOR FIXTURE SCHEDULE EXTERIOR FINISH SCHEDULE GENERAL NOTES # KEY NOTES MISCELLANEOUS DGALV. MTL. CAP FLASHING PRIME & PAINT IN FIELD. SEE DET. 2/A7.1 (: NO. QTY DESCRIPTION REMARKS ;SYM. ITEM# STYLE I COLOR MANUFACTURER NOTES LOCATION 1. SEE SHT. A1.1 "WINDOW TYPE" FOR WINDOW ELEVATIONS. Yet CONCEALED GALV. MTL. DOWNSPOUT W/ SCUPPER - EXTEND TOWARDS CURB 2 TRELLIS 1'-0" H x 9'-1" L x 3'-0" DIP SIDE WINDOWS 1 SW6122 CAMELBACK SHERWIN WILLIAMS MAIN WALL COLOR SEALERS (REFER TO SPECIFICATION SECTION 07920) 6" AT 45 DEG. SEE DET. 13/A3, PRIME & PAINT IN FIELD. 2 CANOPY 1'-0" H x 9'-2" W x 6'-5" DP ENTRIES 2 SW6361 AUTUMNAL SHERWIN WILLIAMS FRONT AND SIDE TOWER 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. (a) 7/8" STUCCO, TYP. SEE DETAILS 2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB. 3 49/66230 TACO BELL BRONZE TIGER DRYLAC BUILDING TRIM 2 D/T CANOPY 1'-0" H x 14'-6" W x 4'-0" DIP 2 PRE -PAY CANOPY 1'-0" H x 8'-3" W x 4'-0" DP 4 SMOOTH FACED CMU VENEER TO MATCH CARMEL MOUNTAIN -MATCH STONE WAINSCOT NOT USED SEE IGNAGE MINI CLOUD "SWINGING BELL LOGO" 5 SW7069 IRON ORE SHERWIN WILLIAMS SEE PARAPET BAND DIAGRAMS - SHET A4.2 CONT. PARAPET CAP (]5�) 7/8" STUCCO OVER FURR-OUT AT DRIVE-THRU I 6 SW2823 ROOKWOOD CLAY SHERWIN WILLIAMS ACCENT WALL COLOR PICKUP WINDOW POP OUT SHT. C2rSIGNAGE RACE -WAY "TACO BELL LETTER" CMU VENEER WAINSCOT 2 TRELLIS 1'-0" H x 6'-0" L x 3' 0" DP FRONT WINDOWS 22 GA METAL ROOF EDGING 2 FLYING ARCH 9" H x 16'-5" W x 3'-0' DP 4 EXPRESSION TRELLIS V-4" H x 6'-4" L x 2'-0" DP SIDE WINDOWS WALL FIXTURES -SEE SHEET E4 (a) P.C.B. - SEE SHEET K1 & DTL. 7/A7.1 (TYP) - SEE SHEET E6 FOR LOCATION SEE SCOPE OF NOT USED WORK SHEETS FOR (:jD HOSE BIB - SEE SHEET P4 SCOPE DEFINITIONS. 12 SITE ADAPT W/ CONC. SPLASH BLOCK & CONC. SWALE TO D/T LANE OR APPROPRIATE DRAIN PATH 13 "OPEN LATE" SIGN - SEE SHEET E3 14 FLY FAN SEE ELECT. 15 C)RONADO CAP STONE 3 1 C PROVIDE MINIMUM 6" ADDRESS NUMBER PER CITY STANDARD. L BUILDING TYPE L�50J L-60 MODIFIED TO FIT JODIKA EWTING PAD ISSUE DATE JULY04 11Sheet '_r_1t_1e & Seal—e m LU Uj u-5 WZ C.0 9 ;- zQ M 4 0 Oil ell uj < > co W W :e )< LJJ < z W < W _j 0 _j mcvr-_ C*4 0 Drawn By. FGW Date. 05-34-05 Project No. 2428 PLM 04ax MD SET PERMtT 7-27-06 LOW I I= FL a A- A A —A A A Phillip Gilbert AIA FORM GUILD, INC. .34102 Violet Lantern Dona Point, CA 92629 949.443.1820 9_49.443.118285� _11 Sheet No. A�4 Jh EL. +25 -0" if WW if "V TOP OF TOWER A5 8 A-4 rxkx A5 �A�71 JkEL. +19'-4" np 1VTOP OF PARAPET 2 ENTRANCES SHALL BE IDENTIFIED WITH A SIGN OR STICKER OF THE STANDARD 3 - - - - - 3 - - - - - - - - - - - - - - - - - - ---- - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ACCESSIBILITY LOGO EJ 7.1 r T-T-1-1 11 11 11 11 11 11 11 11 1 EL. +6-4' cD TOP OF WAINSCOT I EL. +5'-4" 3 '4VTOP OF WAINSCOT CD Y T; 0'-0" _qEL. �TOP OF SLAB 4 11 ENTRANCE SIDE ELEVATION . .... .. ... ------ 1/4"= V-0" EL. +21'-9" 'q--'TOP OF TOWER rzlzll�� A5 jkEL. +19'-4" Mlw�T_O_P OF PARAPET --------- 3 r20. "A V EL. +9'-0"r6, F- 7771 L BOTTOM OF REVEALqV SEE SHT. A4 FOR ALL rik EL. +6'-4" SCHEDULES AND NOTES] `kj TOP OFWAINSCOT 3 Ell15 LJI EL. +3'-0" 'qVTOP OF WAINSCOT EL. O'_O" --- - - - - - - - - TOP OF SI PROVIDE ANTI-GRAFFITY PAINT TO 10'-0" ABOVE GRADE TYP. MULTI —COLOR PAINT PATTERN REAR ELEVATION 1/4"=V-0" C EXTERIOR FIXTURE SCHEDULE EXTERIOR FINISH SCHEDULE GENERAL NOTES KEY NOTES NO. QTY DESCRIPTION i REMARKS SYM. ITEM# STYLE / COLOR MANUFACTURER NOTES LOCATION MISCELLANEOUS 1. SEE SHT. A1.1 "WINDOW TYPE" FOR WINDOW ELEVATIONS. (=1 GALV. MTL. CAP FLASHING PRIME & PAINT IN FIELD. SEE DET. 2/A7.1 I (:f) NOT USED (D 2 TRELLIS V-0" H x 9'-1» L x 3'-0" DP SIDE WINDOWS 1'-0" H x 9'- 2" W x 6'-5" DP ENTRIES V-0" H 14'-6" W 4'-0" DP 1 2 3 SW6122 SW6361 49166230 CAMELBACK AUTUMNAL TACO BELL BRONZE SHERWIN WILLIAMS SHERWIN WILLIAMS TIGER DRYLAC MAIN WALL COLOR FRONT AND SIDE TOWER BUILDING TRIM SEALERS (REFER TO SPECIFICATION SECTION 07920) 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB. I 7/8" STUCCO, TYP. -SEE DETAILS 2 CANOPY 2 D/T CANOPY x x 1'-0" H x 8'-3" W x 4'-0" DP MINI CLOUD "SWINGING BELL LOGO" RACE -WAY "TACO BELL LETTER" 1'-0" H x 6'-0" L x 3'-0" DP FRONT WINDOWS VERIFY SIZE AND QUANTITY V-4" H x 6-4" L x 2'-0" DP SIDE WINDOWS 4 5 6 SW7069 SW2823 1 SMOOTH FACED CMU VENEER IRON ORE ROOKWOOD CLAY SHERWIN WILLIAMS SHERWIN WILLIAMS TO MATCH CARMEL MOUNTAIN -MATCH STONE SEE PARAPET BAND DIAGRAMS - SHET A4.2 WAINSCOT CONT. PARAPET CAP ACCENT WALL COLOR (:4:) PIPE BOLLARD - SEE SITE PLAN AND DETAILS (a) NOT USED CMU VENEER WAINSCOT - PAINTED 22 GA METAL ROOF EDGING WALL FIXTURES - SEE SHEET E4 P.C.B. - SEE SHEET K1 & DTL. 7/A7.1 (TYP) SEE SHEET E6 FOR LOCATION 2 PRE -PAY CANOPY SEE SHT. C2 SIGNAGE SIGNAGE 2 TRELLIS VERIFY FLYING ARCH 4 EXPRESSION TRELLIS SEE SCOPE OF NOT USED (J�) WORK SHEETS FOR 11 HOSE BIB SEE SHEET P4 SCOPE DEFINITIONS. ALL S I G AGE IS UNDER SEPERATE REVIEW AND RMIT AV '% m (jDNOT USED 13 "OPEN LATE" SIGN SEE SHEET E3 WALL PACK. SEE ELECTRICAL SHEETS (1_5CORONADO CAP STONE Project: BUILDING TYPE Lm50J L-60 MODIFIED TO FIT JODVA EXCIST114 PM ISSUE DATE J LY04—L I Sheet 'ritle & Scale • 5 11 C• u 9 Cie) z Z 0 W Cm 9 P 0 z F ui P > w Cl) W W z W C> C14 W III - CO 0 co Drawn By. FGW Date: 05-31-05 Project No. 2128 PLAN CHECK BID SET PERMIT A A A A A- A— A A Phillip Gilbert AIA FORM GUILD, INC. .34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 EM----Jl Sheet No. Aare48 1 DELIVEriEln 6, 2 ;UL EL. +23'- �9- op OF ARCH SIGNAGE rx1x`I A5 A5 CURB AT HVAC UNIT, TYP. UNIT, rkW\*%, A5 /yy_ CURB AT HVAC UNIT A5 ri T� rE A3.1 - - - - - -- f- - - - - - - - - - -- 0 RTU-2 IF- i I RTU-1 16 7 9 17 (TYP. OF 2) 6 (ID� ............... 14 FA 31 12 MOL- ,-ik TRUSS BEARING 14 9' - 6 " A.F.F. _O DINING ROOM CEILING 5 4<�D 6 TYP II 1 15 3 WALK-IN 4 SiA BEYOND II I EL Ot-olt T.O.S. + EL. 01-0111-ih T.O.S. LONGITUDINAL SECTION j zz rA Sim. 1z rz rA REV. 81/4"=1t-0$$ �2 EL. + 18'-3" TOPOF PARAPET 8 1+ 16 SLOPE 8 ,-,&EL. +15'-3" TYP TO P0F PARAPET PE 1/2"/ - TYP. R6SS BEARING -tll-1 1/2" 19 t-ihEL. +11'-1 1/2" TYP TRUSS BEARING S2.1 M5.1/ C6 A.F.F. 8'-4" A.F.F. sL ESTROOM CEILING KITCHEN W 10 3 10 CD 6 10" WIDE 4 CONC. CURB EL60'-0" T..S TRANSVERSE SECTION 1/4"= 1 -0"1 YYJ TRANSVERSE SECTION 1/4"= 1 0 -Opp I-WW GENERAL NOTES KEY NOTES rD ZZ D� A6.1 REV. DIMENSIONS (D 2x6 STUDS @ 16" O.C. W/ R-19 KRAFT-FACED BATT INSULATION A5 1. FIELD VERIFY CLEARANCES BETWEEN BOTTOM OF TRUSS AND CEILING SYSTEM FOR DUCT IN EXTERIOR WALLS (TYP.) ---------- AND LIGHTING CLEARANCES. (T) GYPSUM BOARD SOFFIT/CEILING. SEE SHEET A2. 2. FIELD VERIFY RTU-1 AND RTU-2 PLACEMENT WITH ROOF FRAMING SHT. S3. (:D SUSPENDED CEILING- SEE SHT. A2 EL + 18'- 3 F TyP. (:.:) EXISTING CONCRETE SLAB PER FOUNDATION PLAN, SHT. S1 TOP 6F PARAPET I I 1 1 � STOREFRONT GLAZING- SEE SHT. A4 & A4.1. 11 IRTU-2 f A3.1 16 CD R-1 1 BATT INSULATION IN INTERIOR RESTROOM WALLS ONLY (TYP.) SEE SHT. Al R-30 BATT INSULATION SLOPE 1/2"/FT. 7/8" STUCCO OVER PAPER BACKED WIRE LATH OVER #30 FELT, TYP. ROOF TRUSSES - SEE SHT S3. HVAC DUCTING. SEE SHT. M2. (:ff) WOOD SHEAR WALL FRAMING. SEE SHT. S2 & S3. EL. +11'-1 1/2" 12 -BEARING 12 METAL TRELLIS OR CANOPY - SEE EXT. ELEVS. SHT. A4 & A4.1 TRUSS " ROOF DRAIN & SCUPPER- SEE DET. 13/A3.1 EL. +9'-0" 9'-6F.F. A CEILING",V (:14:) DOUBLE TOP PLATE @ TRUSS BEARING HEIGHT SOFFITDINING 15 WAINSCOT - SEE ELEVATIONS A4 & A4.1 10 16 BUILT UP ROOFING OVER R30 RIGID INSULATION ON PLYWD. SUBSTRATE, 3 SEE DIV. 7 SPECIFICATIONS. 9 5 DRAG TRUSS. SEE DETAIL 19/S3.1. 18 EXHAUST HOOD SYSTEM. SEE SHT. M5.1. EL. 0,-0" AL AV ,TRANSVERSE SECTION 1/4"= 1' EE I limp, L-W MODIFIED TO FIT JODIKA EXISTING RW ISSUE DATE J U L.Y04 - L Sheet Title & Scale z 0 z C'0 WW h-;R 4 00 uj W I­ uj C4 U) Cf) W z_j W z § < C) _j 04 W I'- z Co 0 Ca )to i5 Drown By. FGW Date. 05-31-05 Project No. 2128 PLAN CHECK BID SET PERMIT A A A A A - Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lontem Dona Point CA 92629 949.443.1820 949.443.1828 FAX Sheet No. i A�5 0 E L I V E R E 0 22 GA. GALVINIZED STEEL META nnnr OVER ROLLED BITUTHANE 60 MIL. ALL SEAMS. SEE A4 FOR PAINT 2x6 JOISTS @ 16" O.C. 4x6 BLK HOLD DOWN BOLT LOCH LIGHT FXTR. SEE SHT. BUILDING SI SEE SCOPE OF WO UNDER SEPERATE f (4) 3/4" PLYWD CONT. TOP PLAT AT RADI 1 /2" PLYWD. NAIL ALL SIDES W/ @ 6" O.C. ALL MEMBERS —BLOCK EDC (2) 46 BLOCKS PER SUPPORT PC 2x6 STUDS @ 16" O.C. (2) STUDS BLW. EA. 7/8" STUCCO OVER PAPER —BACKED WIRE LATH OVER #30 FELT 2x6 BLOD 1 " ROD SEE 20/A2.1 Ft ATTACHEMENT TO STRUC' BUILDING S SEE SCOPE OF WC (4) 3/4" PLYWD CONT. BTM. PLA AT RADI METAL CANO LIGHT FIXTURE— SEE ME 3/4"-1 '-0" 8 A4 EL. +20'-9" TOP OF TOWER LIGHT FXTR. SEE SHT. E5 B 2 EL. +18 -3 STOP OF PARAPET 2X FURRING @DRIVE-THRU TOWER BUILDING SIGN UNDER SEPERATE PERMIT ROOFING CAP FLASHING OVER PLYWOOD 1/2- PLYWD. NAIL ALL SIDES W/ 10d ( RIGID INSULATION @ G„ Q.C. ALL MEMBERS —BLOCK EDGES I l (R-30) SIM. ( i A3.1 PLYWOOD DECKING �- 2x6 STUDS @ 16" O.C. (2) 2x6 i STUDS BLW. EA. 4x6 I I � 1 Qd @ 6" O.C., ROOF 7/8" STUCCO OVER PAPER —BACKED I SHEATHING TO BLOCKING WIRE LATH OVER #30 FELT # 2x6 SOLID BLOCKING SIMPSON A35 @ ---- —'' f EA. BLOCKING 2x6 SOLID BLOCKING SHEAR PANEL EDGE NAIL (TYP.) EL. +11'-1 1 2" _ EL. +11'-1 1 2" TRUSS BRG. HT. 3E TRUSS BRG. HT. METAL AWNING (2) 2x6 CONTINUOUS 2 SIM. SEE SHT. A4 & A4.1 TOP PLATES 53.1 ELL +91'-2" MV KITCHEN CEILING HEIGHT @ D/T EL. + '-0" B.O. CANOPY SUSPENDED CLG OR GYP. BD. — EL. +8'--4" SEE SHEET A2 KITCHEN CEILING HEIGHT [CC #2244 �V\\ LIGHT FIXTURE- SEE ELEC. TYP. SUSPENDED CLG OR GYP. BD. - SEE SHEET A2 2x6 WD. BLK'G @ CLG. (TYP.) [CC #2244 R-19 KRAFT—FACED BATT INSULATION (TYP) 0 c� z 0 ALUMINUM PASS--THRU UNIT— FIRE*ATMID—SPAN FURNISHED BY TACO BELL & INSTALLED BY G.C. BL TYPICAL CEMENT BOARD @ RESTROOM R-19 KRAFT—FACED Jk EL. +3'-0" BATT INSULATION DRIVE THRU WDW. SILL 7/8" STUCCO SLOPE BOTTOM TO DRAIN 0 0 TREATED SILL r� TREATED SILL CMU — SEE ELEVATIONS _z N EL. 0'-0" h EL. 0'-0" ._. TOP OF SLAB _ ! i STOP OF SLAB i I FINISH GRADE SEE CIVIL C° i! FINISH GRADE SEE CIVIL II STUCCO WEEP SORE D NEW CURB SEE CIVIL ID EP ALES AT 24" O.C. EXIST. CONIC. SLAB EXIST. CONC. SLAB (, 3 7 WALL. SECTION 3/4"-1°-0" [� WAi SE TI �^1'-0" Ail Project; BUILDING TYPE Lm50J L-W MODFlED TO FiT dO U EXISTING PAD ISSUE DATE %JILILY04—L Sheet Title & Scale U) ca W W U.) o t>' era 1.< '%. o _z W QZQ W m W W Z �t Cn W N Z © u Drawn By. , FGW Date. _.._ 01-14-05 Project No. 2128 PLM 04ECK woSET PERMIT 7-7-05 API CHK A A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 it 949.443.1828 FAx f Sheet No. I A-6 r 0 E L I V E PHE'D 0L 2 0 2 BUILT-UP ROOF W/ EDGE TRIM OVER ROLLED BITUTHANE 60 MIL, SOLDER ALL SEAMS EL. VARIES At-, ................ TOP OF TOWER NEON LIGHTING AT REVEAL 2 2 1/2" PLYWO. NAIL ALL SIDES W1 10d @ 6" O.C. ALL MEMBERS AND BLOCK EDGES REV. 7/8- STUCCO OVER PAPER -BACKED WIRE EL. VARIES ij&EL. +18$-3)) jkEL. +18 )_311 LATH OVER #30 FELT T.O. REVEAL FANG TOP OF PARAPET TOP OF PARAPET / `1 SEE STRUCT. DWGS FOR FRAMING-\ MODIFIED BITUMEN OVER 1/2" ` � � �/ BUILDING SIGN PLYWOOD TYP. ON VERTICAL FACE VF UNDER SEPERATE PERMIT RIGID INSULATION (R-30) 5/8" EXTERIOR PLYWOOD r2 A3.1 ItJ7 20 2x6 SOLID BLOCKING 2x6 BRACES @ 32" O.C. SHEAR PANEL, EDGE NAIL (TYP.) LAP & CONNECT W/ (4) 10d 10d @ 6" O.C. ALTERNATE SPACING REV.\� (2) SIMPSON A35 PLYWOOD DECKING @ EA. BLOCKING 2x6 STUDS @ 16" O.C. (2) 2x6 1/2" EXT. GRADE PLYWD. STUDS BLW. EA. 4x6 2x SOLID BLOCKING ON. RIGID INSULATION 7/8" STUCCO OVER PAPER -BACKED WIRE (R-30) 2x6 SOLID BLOCKING LATH OVER #30 FELT 2x6 FLAT BLOCKING .............. 1 " ROD 0 0 SHEAR PANEL (2) 2x6 CONT. TOP PLATES (2) 2x6 CONTINUOUS BUILDING SIGN EDGE NAIL (TYP.) TOP PLATES SEE SCOPE OF WORK 0 EL +11'-1 1Z2" EL. +11'-1 1/2" 1 % El _0TRUSS BRIG. HT. M,"TRUSS BRG. HT. Am I F -I 1 Od @ 6" O.C. - TYP. I 1 46 BLOCKING - SHAPE (2) 2x6 CONTINUOU53.1 S 2x6 LEDGER 2x6 CRIPPLE STUDS ENDS FOR CURVE OF WALL Ole TOP PLATES @ 16" O.C. W1 (2) 16d EA. STUD METAL CANOPY 0 "N 2x BLOCKING TYP. v L4 F LIGHT FIXTURE- SEE ELEC. — LIGHT FIX TURE- SEE ELEC. EL. 9'-O"OL jk EL, 9'-0" SUSPENDED CLG B.C. AWNING/SOFFIT `F B.O. TRELLIS/HEADERICC #2244V n EL. 0, 20 2x6 @ 16" O.C. - LAP & CONNECT ' +8'-4" rl 6 A2.1 W/ (4) 10d EACH END KITCHEN CEILING HEIGHT HEADER, SEE S2 SHEAR PANEL 2x6 SOLID BLOCKING SUSPENDED CEILING ICC #2244 5/8" GYP BOARD REV. OLSCPENDED C:EILING 15/ GYP =BOARD C # 2:2 4:4 A34 EACH BRACE 2x6 WD. BLK'G @ CLG. (TYP) USE EPC66 POST CAP 7/8" STUCCO OVER PAPER -BACKED WIRE-------- 13 r2 LATH OVER #30 FELT �7 A7 2x6 @ 16" O.C. W/ LU26 HANGERS SEE STRUCT DRAWINGS FACE OF STUCCO BEYOND FIRE BL N AT MID -SPAN TYPICAL 6 BL FIRE MID- EL. 4'-0" 5/8" PLYWOD SHEATHING T.O. WAINSCO (@ KITCHEN ONLY) REV. 6.00 5/8" GYP. TYP, U.O.N.A7.1 CULTURED STONE CAP jk EL. 3'-0" TOP OF WAINSCOT CULTURED STONE CAP 8 R-19 KRAFT-FACED CULTURED STONE CAP A7 BATT INSULATION (TYP) CMU WAINSCOT 1--'TOP OF WINDOW SILL 4 CMU 'SOAP' VENEER 100, CEMENT BOARD TO 12" TREATED SILL PLATE CMU 'SOAP' VENEER TREATED SILL PLATE 1 I C1 EL. 0 - I f 4TOP OF SLAB TOP OF SLAB STOP OF SLAB 4 4 FINISH GRADE SEE CIVIL 4 4- 4 *4 4 EXIST. CONIC. SLAB 4 _q' EXIST. CONC. SLAB EXIST. CONC. SLAB SEE STRUCTURAL FOR FOUNDATION AND SLAB DETAILS WALL SECTION F WALL SECTION 3/4"= V-0"FE WALL Si- CTION 3/4"=V-0" D L-50J L-50 MODIFIED TO Fff J00KA MMNG PAD ISSUE DATE U LY04-L_ Sheet Title & Scale • 0) CM0 W cu,4� Z 0 V_ P ll z st I (W z < uj Cf)•(2) W < z < 00 < _j C14 W r-- M 0 ) i5 Drawn By. FGW Date: 05-31-05 Project No. 2125 PLAN OiM MD SET PMIT 7-7-05 A PL CHK A A A 'A A A 'A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantem Dona Point, CA 92629 949-443.1820 949.443.1828 FAX Sheet No. A.681 3 Li it it EXTERIOR FINISH TO BE 7/899 STUCCO VERIFY WITH PLANNING/BUILDING DEPARTMENT FACE OF WINDOW STUCCO SEENOTE: FINISH SCHSCHEDW/NOTE: F.O.ALIGN PLYWOOD SHEATHING FOR WALL FINISHES SUBSTRATE AS NOTED STUCCO ON SHT. Al / SEE FINISH ANOD. ALUM WINDOW STUCCO SCHEDULE OR FINISHES FRAME - SEE WINDOW SEALANT & BACKER ROD SCHEDULE PLYWOOD ANOD. ALUM. DOOR (SEE DOOR SCHEDULE). POST, SEE S2 WAINSCOT BELOW I I U NOTE: ALIGN FACE OF WINDOW W/ F.O. PLYWOOD SHEATHING ANOD. ALUM. WINDOW FRAME - SEE SCHED. M SEALANT & BACKER ROD SHEET A1.1 SHIM & WD. BLOCK'G. ANOD. ALUM. WINDOW FRAME WINDOW SILL \—---- (SEE WINDOW SCEDULE). ANOD. ALUM WINDOW SHIM & BLOCK'G. AS REQ'D. ALUM. BREAK MTL. ALIGN FACE OF FRAME - SEE WINDOW CHAIR RAIL - SEE 11 /D 1.2 < SUPPLIED BY G.C. WINDOW W/ FACE SCHEDULE SUBSARATE AS NOTED ON < OF SHEATHING < CHAIR RAIL, SEE 11/D1.2 r- < SHT. l W/ PAINTED MTL, J-MOLD @ EDGE. 0 0 r) 2X6 @ 16" O.C. (TYP) NOT USED 117 ALUMINUM WINDOW MULLION 3-=1 f-o"]13 ALUMINUM WINDOW JAMB 9 WINDOW JAMB ABV. CHAIR RAIL 3"=1'-o ALUM. DOOR WINDOW JAMB 3,=1,-o'9 1 1 -WAINSCOT BELOW STUCCO . - NOTE: ALIGN FACE OF WINDOW STUCCO F.O. PLYWOOD SHEATHING ____ -_u (�� 5/8" GYP. BD. W/ FINISH iW/ PLYWOOD (SEE FINISH SCHEDULE) STUCCO SEALANT & BACKER ROD (TYP.) PLYWOOD PLYWOOD 5/8" GYP. BD (TYP.) W/ PAINTED MTL, J-MOLD @ EDGES. NOTE: ALIGN FACE OF \—SEALANT & BACKER ROD DOOR W/ FACE OF SHEATHING '--SHIM & WD. BLOCK'G. SEALANT & BACKER ROD '�—ALUM. AS REQ'D BRAKE METAL ��SHIM & WD. BLOCK'G. SUPPLIED BY G.C. w-ANOD. ALUM WINDOW FRAME AS REQ'D. WD POST, SEE I SEE WINDOW SCHEDULE ANOD. ALUM DOOR PLAN FOR SIZE ALUM. WINDOW MARMOLEUM OVER MDF FRAME - SEE DOOR < FRAME - SEE WINDOW < < yll SCHEDULE NOTE: ALIGN FACE OF WINDOW SCHEDULE NOTE: ALIGN FACE OF WINDOW W/ F.O. PLYWOOD SHEATHING I CHAIR RAIL -SEE DTL 12/A7. L I W/ F.O. PLYWOOD SHEATHING NOT USED 118 NOT USED :]14 ALUMINUM WINDOW JAMB 10 WINDOW JAMB BLW CHAIR RAIL 6 ALUMINUM DOOR JAMBE HEAD 2 STUCCO STUCCO _4(FJ SAWCUT 20 GA. MTL. COUNTER FLASH'G INTO EIFS - IMBED INTO EXT. GRADE SEALANT NOTE: ALIGN FACE OF WINDOW W/ F.O. PLYWOOD SHEATHING 2X6 @ 16" O.C. (TYP) 20 GA MTL FLASHING CAP 'J _7"' L GASKET ERM('3ASKET RUBBERB SUBSTRATE AS NOTED :RUB (3 SIDES) L (3 SIDES) ON SHT. Al PLYWOOD. EXT. GRADE PLYWOOD STUCCO x PAINTED 22 CA RAIN DIVERTER. LAP CLG. PER PLAN— v w-8d NAILS @ 6" O.C. (TYP.) EACH SIDE OF DOOR 1 SLOPE 1/4:12 5/8" GYP 1301��/ DRIP FLASHG (HEAD ONLY) CONT. PAINTED -71 MTL, J-MOLD. ROD & SEALANT F SEALANT & BACKER ROD EA. SIDE. AS REQ'D AS REQ'D HM. DR. & FRAME (OWNER FURNISHED, CONTRACTOR INSTALLED), OPTIONAL FAN -SEE E3 F.R.P. OVER PLYWOOD I SHIM & WD. BLOCK'G. AS REQ'D. NOTE: < ANOD. ALUM WINDOW < S/S TRIM BEYOND I REAR ENTRANCE DOOR FRAMES TO u I ) LIV FRAME - SEE WINDOW 0' BE ANCHORED WITH LAC BOLTS DRIVE-THRU WINDOW SCHEDULE 1­_ INTO JAMB AND HEAD STUDS. SEE WINDOW SCH. SERVICE DOOR HD./JAMB SIM.r=v-o", 119 DT WINDOW HEADER 3"= 1 I-OE15 NOT USED ALUMINUM WINDOW HEAD 3"=l,-o- 7 NOT USED 13 NOTE: ANODIZED ALUM. WINDOW FRAME. ANODIZED ALUM. WINDOW FRAME, SEE FINISH SCHED FRAME TO EXTEND 1 11/16"BEYOND FRAME TO EXTEND 1 11/1 6'BEYOND FOR FLOOR FINISHES FACE OF WALL (BEYOND) FACE OF SHEATHING FACE OF SHEATHING ALUMINUM SUB- SILL FLASHING - NO ALUMINUM SUB- SILL FLASHING - NO SEALANT AT FLASHING TO ALLOW SEALANT AT FLASHING TO ALLOW FACE OF WALL FIN. FLR. WEEPAGE WITHIN FRAME WEEPAGE WITHIN FRAME (BEYOND) X OVER CONC. SLAB CAULK JOINT CAULK JOINT HM. DR. (FRAME BEYOND) S.S. CORNER GUARD SOLID SURFACE WINDOW SILL FIN. FLR. OVER CONC. SLAB ALUM THRESHOLD SET IN SEALANT WAINSCOT CAP WAINSCOT CAP ALUM DR, PRE -MOLDED E.J FRAME BEYOND) SUBSTRATE -SEE SHEET A1.0 SUBSTRATE - SEE SHEET A1.0 ALUM THRESHOLD SET IN SEALANT 4 C'4 SEE EXTERIOR ELEVATIONS PRE -MOLDED J SEE EXTERIOR ELEVATIONS < 6" BATT (R-19) INSULATION 6" BATT (R-19) INSULATION 'd 4 v a ~ ME 4' ><- SERVICE DOOR THRESHOLD 3" )_0 DT WINDOW SILL 3"=1-0" 116 NOT USED 112 ALUMINUM WINDOW SILL Ss = 1$_0 78,., ALUMINUM DOOR THRESHOLD 3*#=l$-O" 141 Project: Ims L-WM0I31FfMT0FIT J0D1M8Q$'nNGPAD ISSUE DATE ULY04-L Stamp OF C Sheet Title & Scale co W Lu Lmf) z > w C14 ell M < w Lu.:e w w z w 6'C='4' g 1 F— 05 X M < w 0 Drawn By. FGW Date. 05,31-05 Project No. 2128 PLAN CHECK. BID SET PERMIT A A- A A A A A A Phillip Gilbert AIA FORM GUILD, INC. .34102 Violet Lantem Dona Point, CA 92629 949.443.1820 it 949.443.1828 FAX Sheet No. A�7 DELIVERED 't?! t:1UL .2 0,10,05, SUBSTRATE PER PLANS VA_ CV (2) 2X6 BLOCKING /—LAID FLAT 7/8u STUCCO r2 BEVELED 2X1 0 rA = 1C\1 (TREATED) REV. ib I v PLYWD. ON WOOD EL. + 18'- 3 7 C, STARTER TRACK W WEEP HOLES -)C\j =ICQ A STUDS STOP OF PARAPET L GALV. METAL REGLET AND REMOVABLE FLASHING - 2 PIECE 7/8" STUCCO OVER MODIFIED BITUMEN OVER 1/2" ELEVATION REGLET TYPE-ST FLASHING AS PAPER -BACKED WIRE PLYWOOD TYP. ON VERTICAL FACE -E-LEVATION -----------MANUFACTURED BY FRY CORP. OR u_ A LATH OVER #30 FELT 9SINGLE GANG 0 EQUIVALENT E7 10 J-BOX @ 24" A. F. F. W/ 1 0 fr 0 E7 CONDUIT TO z PCB LOCATION :2 1-4f 71= —A— 00 0 2X6 SECTION ABLOCKING �iDFf�T FRAMING DETAIL 1/4-= 7 BASE FLASHING DETAIL N.T.S. 3 HORIZONTAL BAND 3" 1 1-0" 10d @ 6" O.C. 7/8" STUCCO PLYWOOD DECKING 2x STRUCTURE 1 TYP. BASE TERMINATION, SEE STUCCO MIN, SLOPE FIBERCANT DETAIL 16/A7,1 (SIMILAR) __s FIELD PAINTED 22 GA. 7/8" STUCCO OVER PAPER -BACKED WIRE A EXTERIOR GRADE PLYWOOD FLASHING TAP' —\VARIES SEE ELEVATIONS 2x BLOCKING RIGID INSULATION Z J I (R-30) + LATH OVER #30 FELT BACKER ROD ALL AROUND BOX VENEER CAP STONE. APPLY WITH rr 2x6 FLAT BLOCKING E.I.F.S. WEATHER BARRIER - 2-SHEETS OF 60 LBS. EXTERIOR GRADE CONSTRUCTION IUN FELT BEHIND CEMENT ce) W > TURN INTO ROUGH OPENING ADHESIVE BD. LAP UNDER ANGLE AN S W NEOPRENE/ SHEAR PANEL ><_ CONT. 12 GA. GALV, ANGLE PPORT. SUPPORT. STEEL WASHERS 9 O.C. EDGE NAIL (TYP.) GALV. METAL CAP PAINT TO MATCH TRIM RECESSED HOSE BIB BOX. SEE 1/2" CEMENT BOARD FASTEND THRU VERT, SLOT IN PLUMBING FOR SPEC. TO PLYWOOD W 1/19'DUROCK IN COPING +11'-1 1/2" WALL CLAMP WOOD SCREWS 9 8- O.C. C%J ROLLED BITUTHENE 60 MIL JhEL. (ROUGH SIDE OUT) CONT. OVER CANT RUSS BRG. HT. TRUSS DBL. TOP PLATE HIGH STRENGTH __vW -EXISTING OR'NW CONTINUOUS CLEATS W/ (2) 2x6 CONTINUOUS MORTAR. PLYWOOD -1 i; I < 2114 #IN1-1/20 WOOD SCREWS 0 SHEATHING (A8 9 24"O.C. TOP PLATES FILL VOID WITH SELF EXPANDING 2-2 T, CMU VENEER OCCURS) STUCCO FOAM AFTER BOX IS INSTALLED W CC SEE EXTERIOR FINISH CL MODIFIED BACKWRAP OPENINGS SCHEDULE A-4INSTALL .0 FINIS h SLAB BITUMEN FLASHING EL. +9' SET BOX IN SEALANT BEAD EXTERIOR SURFACE MEMBRANE TO TOP OF PARAPET WALL 6 AFTER BASE COAT IS IN PLACE MATCH REVEAL BUT PRIOR TO APPLICATION OF EXT. GRADE PILYWD, Q0 FINISH COAT. OMIT SEALANT cli ON 2x WOOD STUDS EL. +8'-4" ALONG BOTTOM EDGE CO) 16, O.C. KITCHEN CEILING HEIGHT 9 3$0 = 1 1-0 HOSE BIB -119 CMU VENEER WAINSCOT 6 3"= 1 *-0" TYP. PARAPET E2 SUSPENDED CEILING 2x6 WD. BLK'G @ CLG. (TYP.) L= COPING AT LOW PARAPET PLAN/SECTION EDGE OF COPING ABOVE 2X8 CONT. BLOCKING BETWEEN EACH ROOF JOIST/TRUSS AT EACH VERTICAL STUD ----------------------- -- (2) - #8 SCREWS ASSEMBLY EA. CROSSING 7/8" STUCCO METAL ST 2X8 BLKG. SECURED TO EA. TOP TRACK EXISTING ROOF JOIST BACKER ROD & CAULK METAL TOP TRACKSTUD PLYWOOD SHTJ BLOCKING FOR PARAPET ............... A E i SCREEN & FLYING ARCH. BL I ING AT MID -SPAN jj SEE SHEET A4.2 TYPICAL ROOF JOIST/TRUSS \-ROOF 5/8" PLYWOOD SHEATHING PLYWOOD 0/ WOOD JOIST/TRUSS DEEP LEG TRAGIC W/ PROVIDE CONT. CAULKING (@ KITCHEN ONLY) STUDS, TYP. #8 SCREW EA. SIDE - EA. STUD DO NOT FASTEN TO 5/8" GYP. TYP. U.O.N. e--- TOP TRACK (2) - #8 SCREWS MODIFIED BITUMEN EA. CROSSING DEEP LEG TRACK W/ (1) - #6 ROOFING SCREW EA. SIDE - EA. STUD METAL) -MOLD 2X4 STUDS DO NOT FASTEN TO TOP TRACK @ 46' O.C. PER PLAN R-19 KRAFT-FACED ELEVATION PERPENDICULAR CONDITION BATT INSULATION (TYP) 0 0 + 42' TAKE STUDS FULL HEIGHT TREATED SILL PLATE 0 8'-O'O.C. MAX. PER CEMENT BOARD TO 12". 40 I.C.B.O. #4780 (TYPICAL) FIELD PAINTED 22 GA. EL. 0'-0" TOP OF SLAB GALVANZIED COPING r --------------- SEE INTERIOR ELEVAMNS 2X4 STUDS @ 24' O.C. ! I FINISHE FOR 2X BLOCKIN P, a MODIFIED BITUMEN BETWEEN VERTICAL 44 4 4 ROOFING AT BACK OF PARAPET STUDS TO STRUCTURE ABOVE T 2X STUDS 0 16' O.C. PEP, PLAN CONCRETE S HILn SHOT PNS 0 241 O.C. EXIST. CONC. SLAB PLAN/SECTION PLAN/SECTION 5/8' GYP. BD. EA. SIDE NEW CONC. SLAB RAI INTERIOR FINISH REFER TO INTERIOR —STUCCO W/ TRIM BANDS ELEVATIONS TOP & BOTTOM I t CONCFZETrr STEEL PIPE AT EACH END AND AT HD POINT OF WALLS, TYPICAL ROLLED BITUTHANE 60 MIL CONC. FLOOPOWDER DRIVEN FASTENER ALONG PARAPET EDGE 0.145 DIA. HILTI'DtT LOW WALL DETAIL SHOT PINS 0 32' O.C. PARALLEL CONDITION PER 1,C.B.O. #2388 (TYP.) BACKER ROD & CAULK A NOTE: GYP. BID. FASTEN W/ NO.13 10 LO ----------------- J COPING AT LOW PARAPET SCREWS @ 16' O.C. MAX. PER U.B.C. TABLE 47-G. /A TYPICAL WALL CONNECTION DETAIL I llimo� Wftwof WALL SECTION 1201 PARAPET NOTCH 3- = 1'-0T,1 2 Project: ISSUE DATE LYO4- Sheet Title & Scale W ca .J z Lu LL, > C? uJ < z W an _r uJ 0 Cf) z w _J z _J F— x W r-- ca W 0 0 I< -- Drawn By. FGW Date. 05-31-05 Project No. 2125 PLAN CHECK END SET PONT 7-7-05 _APLAN CHK A A A A AA - A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantem Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. A�7v 1 Sheet Title & Scale z 0 ca z w !4j. 0 z W > m w (0 Cq w 9 (!) m j (/) < W n < Z �- a Cr f1i cf) w w § z W -j 0 < < C:) C-4 W I,-- w F- m C14 <z 0 z Drown By. FGW Date: 05-31-05 Project No. 2428 PLAN CHECK BID SET PERMIT A A- A- A A A A - Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX III Sheet No. Am8 WT5 3 3 DO P2 WT5 P5 P2 8 r F 8 11 5'-2 1/2" 5'-0" 5-0OPEN µ OPEN 00 L — — — L --------- A 0 zo ........... I ......... A. .................. ....... ........... ....... ...... ...... ...... ............. .. ..... ............ ........ ...... ..... ...... ......... ....... ........... ....... .......... ........ .......... .. .... .. . ...... ...... -4- fj ...... ........ . .. . .. ....... . . .. ...... .. ....... ........... ... ....... .. .... .... .. I L I v 11 1 1 1 1 1 1 V I I I I I 21k— r----n 1 2 4 2 4 Li Bl WC1 TM1 WC1 TM1 DINING 3/8"=1'-O" 00 3 F-;K 3 3 3 P3 P4 P3 P4 L F \ 1�7 1�7 CY) 6 I 17 bo o...... ...... ...... .... .......... ................. ............. ................ ...... .... ............. .... ..... ...... ...... ........... ..... . . Pr) . . . . . . . . . . . . . . . . . J ............ ...... ....... I I V-1, I FTT-T- I 4 2 1 6 6 2 4 6 TM1 WC1 B1 S1 S1 WC1 TM1 DINING 3/8"=V-0" 100 KEY NOTES (I) COVE BASE WAINSCOT GYP. BD. CHAIR RAIL Cj) WALL TILE CK) SOLID SURFACE WINDOW SILL 5 3" TRIM (f) RECESSED STRAW AND LID HOLDERS - FRAME INTO WALL Cj) PROVIDE STRAIGHT GROUT LINE. MATCH FIELD GROUT JOINT PROVIDE ANGLED GROUT LINE AT EXPOSED EDGE SEE DETAIL 100A Q0 INTERIOR ELEVATION NOTES 1� DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET Kl I A 2. REFER TO "FLOOR PLAN NOTES", SHEET Al, FOR BLOCKING AND SUBSTRATE NOTES LL- 3. DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISH SCHEDULE 4. ODENOTES DECOR ITEM. REFER TO SHEET Kl EEIWT5 5. SEE DETAIL A/A1.1 FOR ENLAGED TOILET ROOK PLAN W/ DIMENSIONS 6. 0 DENOTES TOILET ROOM ACCESSORIES. SEE SHEET Al. 1 7. OIDE�NOTES ARTW R SETTEE & SOFFIT BY DECOR VENDOR 3/81$= 1 t -0" 100 TILE BEHIND COUNTER 3/8"=V-0" 1 OOA 01 uu) Project: a WORK AREA TWIST TIMERS THERMOt a C 8 3 2 1O9 10 WALK-IN ALUMINUM SIDE —OPEN TO BEYOND-----\ I 11 '�► I I i } i } I f I r� 9. A9.1 � E CO.) IMER I -CONDUIT TO LANDSCAPE SAINLS STEEL KICKPLATE B2 CCTV MONITOR i 13 31 ULL- ANDLE I 1EY COUNTER PUTER 95 1O9 4 ! I 72 1 O9 r 2 flap /58 1O9 13 I 1 I ll ! I I II i I I { f I{ } -' , I I I i I fl 1 L—_...----._ sL_._---- — 31 OPEN TO BEYOND 13 13 53 00 00 f cv 11 i I II ! I it I L— `' L .__ m Lf f I ! I DD 4 74 � RECESSED O OO 3 MOP SINK 17/A9.1El B2 OR <5D SWITCH BOX <M> ER j FAX E L-_1!�J 99 DRAIN FILTER & 1 COMP TO FLOOR SINK 6 NOTE: CONNECT FILTER TO SINK WATER SUPPLY ! m SEE SHT. A8 FOR INTERIOR ELEVATION •G.. NOTES. OFFICE 3/8"=V-0" 10911 I R COVE BASE FRP LIGHTING CONTROL PANEL WATER HEATER FLUE TO ROOF SECURITY BUTTON - SEE SHEET E6 CD STAINLESS STEEL SPLASH GUARD - SEE DETAIL 15/A9.1 i EMPLOYEE 3j8"=1'--0" 11O REF R TO SHEET A$ FOR ELEVATION NOTES Sheet Title & Scale • `D 'ivi NO a CO w .. Rj LLJ .. Drown By. FGW _ 7___ Date: 05-31-05�— 1 Project No. 2128 PLAN CHECK BID SET PERMIT d A A A A d d Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, GA 92629 949.443.1820 949.443.1828 FAX Sheet No. A�801 E' L I V ER F Dj. NOTES: 1 0 TOILET ACCESSORY SYMBOL. SEE SCHEDULE ON SHEET A-1A. 2. SEE ENLARGED RESTROOM DIMENSIONED PLAN ON SHEET A-1.1 </ 2 3. LOCATE FLUSH ACTIVATOR ON WIDE SIDE (TYP) 4. FINISHES TYP FOR MEN'S AND WOMEN'S TOILETS 1 to I I I I I I I I I I GC TO PROVIDE & 4--J- 1 1 11 1 1 I I 11HWT4 WT4 INSTALL TILE BEHIND LLL=-LL MIRROR TO ALIGN R I MOUNTING SURFACE. NOW, =m �- =1=0111 Ow mmimqmm� ummumo mm �q 9 rili� 4. P, =11 '. -m — WT 2 WT2 A9.1 F- 8 WT3 8 Q0 /EK] Uj co -00 WT -au 0 0 36 G.B.< 107 4 2 n 00 n CL (D 'N A-8d.22 00 0- >1 1-- C� t=5 0 �.2 tv I F� ......... .. . 3 co C14 n 0 j T LL11 Ic.1LL U. 1 k71 12" <M—i TYP.' Typ. PROVIDE INSULATION 1'-6 n (:2:)j ON ALL PIPES @ TYP. B1 B1 UNDERSIDE OF SINK, TYP. KEY PLAN WOMEN 3/8"= 1'-0" 1071 oil SRI I 111111 on I oil EN I !I INCOME B1 ❑0 0 )E & BEHIND -IGN RFACE. 11 MEN 3/8"= 1 --o- 1 108 11 l01 imam= I ioi TM1 WC1 E COVE BASE WAINSCOT P2 EKI GYP. BD. CHAIR RAIL :z 00 3/8"= V-0 HANDICAP DOOR SYMBOL HANDICAP WALL PLACARD STANLESS STEEL KICKPLATE - 10" x 32" FIELD TILE ACCENT TILE 10 BULLNOSE TILE rz Project: BUILDING TYPE L�50J L-W MODIFIED TO Fft,*DM EXISTING P-0 ISSUE DATE L04-L 11- -Sheet -Title & Scale 0 co LU Uj uJ > a. 0 z C:) F- > W i 0 oz < uj U) W W z C14 l< W f— M 0 Drawn By. FGW Date: 05-31-05 Project No. 2428 PLAN CHECK BID SET PERMIT A - .A A A 'A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX_�_Il Sheet No. A�8m2 MIMED- 'U� 2 02 Out, -I 85 926O 86 89 89 88 86 119 86 FOR I -LINE ELEV. SEE KITCHEN ELEV. 1 L-< 22 8 M> 0 SE12 RVING 3/8"=l'-O" 1102 MOTION DETECTOR FRP11FRP1 2 F—RP-11 (TYP-) 1 O15 92 <2ID > - - - - - - - - - - - F< 4f E FA F= RIGHT I I I OPEN TO P-417 1 0 -40 LEFT91 AF� HINGE HINGE BEYOND Ina: r.j. J 0 uW11 6" MIN. 6",IMIN. $ a 91 C 0 OE now- L < J.4r "d 0ju u u I UIV V I I A )i L�i v I V'I I IV I u COVE BASE J 0 59 j6-3j 0 82 R-030 46 0 KITCHEN 103 KEY NOTES (I) POS & SECURITY WIRE CHASE. UTILITY STUBBED FROM CEILING. 13 GC SHALL PROVIDE ADDITIONAL STAINLESS STEEL FOR COMPLETE CLOSURE.) CHASE 0 CEILING < Mqn18 2 fl L. 14/A9.1 WATER & ELECTRICAL / COMMUNICATION WIRE CHASE. UTILITY STUBBED FROM CEILING. fII!CC SHALL PROVIDE ADDITIONAL STAINLESS STEEL FOR COMPLETE CLOSURE.) 22 GA. STAINLESS STEEL BY G.C. USE HORIZONTAL SEAMS. - - - - - - - - -- SEE SHEET Al, KEYNOTE 5 (aD GYP. BD. L - - - - - - - - CARBONATOR ON SHELF BELOW DRINK TABLE 14\ BUNDLED SYRUP LINES, INCLUDES 3/8- WATER LINE TO ICE MACHINES. SEE DTL 14/A9.1 FIFIF] 7 WATER HEATER FLUES TO ROOF LL.J WAM I I ELECT. PANEL 'A' SEE SHEET E2.1 & E3 TAW <a> ELECT. PANEL 'B' SEE SHEET E2.1 & E3 (aD ELECT. PANEL 'C' SEE SHEET E2.1 & E3 141 SECURITY "PANIC BUTTON" HOLES PREDRILLED ON I -LINE. SEE SHEET E6 98 QI) WATER SOFTENER, BRINE TANK AND STAND. SEE DETAIL 4/P3.1 13 BOOSTER TANKS TO SIT ON TOP OF RACK 14 TILE BASE SEE SHEET, A9 15 .AF EXHAUST HOOD, SEE 20/M5.1 W PANTRY 3/8"=l'-O" 1061 RFERTTO SHEET A8 FOR ELEVATION NOTES L50 MODIFIED TO FIT JWKA MnNG PAD ISSUE DATE I L('' 4-L I Stamp C N, &'171,1 15047 zbC Sheet ritle & Scale z 5 0 Ic t1i LL >j > 0 W Z W _j (D Z 0< W a C/) uj W di 0 _<j W n _j cam¢ 0 Drawn By. FGW Date: 05-31-05 Project No. 2428 PLAN CHECK BID SET PERMIT A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. A6111111116 A...bx3 DWVEREg IN" ui� I , 2 0 2005 11 116 ,kj Ib i • 1. REFER TO SECTION 09900 - PAINTING. NO FLOOR FINISH 2. REFER TO SECTION 09250 - GYPSUM BOARD. 3. REFER TO SECTION 09300 - TILE. PROVIDE FLOOR TILE AND COVE BASE INSIDE 4. REFER TO SHEET A9.1 FOR FINISHES T1 WALK-IN REFRIG. NO TILE UNDER FREEZER 5. TILE JOINTS (UNLESS OTHERWISE NOTED). A. QUARRY FLOOR TILE: 1 /4" (a) ABRASIVE TILE AREA W/ COVED BASE B. PORCELAIN FLOOR TILE: 1 /4" FLOAT TILE SO ADJOINING SURFACES ARE FLUSH AND EVEN C. GLAZED WALL TILE: 1 /8" D. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS. (a) HOLD TILE BACK FROM SERVICE COUNTER KNEE WALL LOCATION 6. PROTECTION, HEAVY TRAFFIC: PROVIDE PLYWOOD RUNNERS OVER KRAFT PAPER AND FILL IN TILE AFTER COUNTER IS SET IN PLACE - SEE SHEET K1 WHERE WHEELED TRAFFIC LOADS WILL CROSS COMPLETED TILE FLOORING. 7. ALL FINISHES ON THIS SHEET ARE SUPPLIED & INSTALLED BY G.C. U.N.O. 8. TILE GROUT - SEE FINISH SCHEDULE FOR TYPE AND COLOR 9. USE "P-4" WALL FINISH AT ALL EXPOSED GYP. BD. SURFACES U.N.O. 10. ALL PAINTED WALLS & CEILING TO HAVE A LIGHT ORANGE PEEL TEXTURE. 11. PROVIDE CLEAR SILICONE CAULK WHERE FRP ABUTS TILE COVE BASE. 12. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/ EQUIPMENT ABUTS WALL SURFACE. 13. ALL INTERIOR FINISHES SHALL HAVE CLASS 1 FIRE RATING OR BETTER. 14. ALL COVE BASE SHALL HAVE A 3/8" MINIMUM RADIUS SEE DETAILS 12 & 16/A9.1. Stamp - 0 w4Q VV ®. 4 _ o� `r� 4i r OF C ALA Scale .. Nr C :. s i CO • co Drawn BY FGW .� Date: 05-31-05 Project No. 2125 PLAN CHECK BID SET _ PERMIT A A A A FORM Gilbert AIA O \M GUILD, INC. 34102 Violet lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. STUD WALL DINING ROOM DRINK COUNTER PVC CHASE FROM ABOVE CEILING WITH 450 STUBOUT CUT FLUSH WITH WALL AND FILL GAPS WITH FOAM. PVC CHASE THRU WALL FIN. FLOOR WALL SECTION N.T.S. FASTEN 2X BLOCKING TO FACE OF ADJACENT WALL OR TRUSS PLUMBER'S TAPE STRAP 6-1/4- DIA. OPENING IN SUSP. FRP CEILING TILE 6" PVC SYRUP LINE BUNDLE THRU CLG. SECTION VIEW 6-1/4" DIA. OPENING IN SUSP. FRP CEILING TILE SYRUP LINE BUNDLE FACE OF ADJACENT WALL OR TRUSS REFLECTED CLG. VIEW co C> 3� 18 SYRUP BUNDLE OPENING N.T.S. NOTE: FASTENERS SPECIFIED FOR A 5/8" THK. PLYWD SUBSTRATE. IF GYP. BD. SUBSTRATE THEN USE BLKG. OR TOGGLE BOLTS. 4-#12 S.S. WOOD SCREWS 3/4" LG. W/ 3/4" S.S. WASHERS. STAGGER SCREWS ALTERNATING 1 " FROM CY EDGE OF FLANGE. uj 1/4" RAD. EASED CORNER (TYP.) EXTEND FRONT OF PANEL TO FRONT EDGE OF ADJ. SINK. APPROX. 24" (SEE PLAN) 20 GA. S.S. d —BOTTOM EDGE OF SPLASH GUARD 4 SHALL BE EVEN W/ FLANGE THE TOP EDGE OF ENT B 90 THE HIGHEST ADJ. DEG. SINK. NOTE: CAULK ALL SEAMS AT WALL SURFACE. X=1'-O" 1191 SPLASH GUARD N.T.S. AA& 1/2" @ 4 SIDES 18 1/2" X 20" A, FLOOR TILE SYMDESCRIPTION T-1 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA-02 SIZE: 1811XI81I GROUT: CUSTOM #95 SABLE BROWN SAFE T-2 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA-02 SIZE: 12"x12" GROUT: CUSTOM #95 SABLE BROWN 5/8" CEMENT T-3 MFR,: DAL TILE BD. SUPPLIED TYPE: TERRA ANTIQUA CERAMIC TILE BY GC. COLOR: ORO TA-01 SIZE: 611*1 GROUT: CUSTOM #95 SABLE BROWN EPDXY GROUT TO T-4 MFR.: AMERICAN OLEAN MATCH ADJ. FLOOR. TYPE: QUARRY TILE #3 COLOR: DESERT (ABRASIVE) FINISHED TILE SURFACE SIZE: 811&1 GROUT: CUSTOM #95 SABLE BROWN ANCHOR BOLTS. T-4A MFR.: AMERICAN OLEAN SUPPLIED AND SET IN TYPE: QUARRY TILE #3 EPDXY BY SAFE VENDOR. COLOR: DESERT (ABRASIVE) BOLT HOLES = 3/4" I.D. SIZE: GROUT: 411Xg$ CUSTOM #95 SABLE BROWN N.T.S. 20 GAUGE SS CORNER GUARD (FULL HEIGHT) (GLUE ATTACHMENT - CONSTRUCTION ADHESIVE) WALL (WHERE OCCURS) DOUBLE STUDS AT JAMB AND HEAD SUBSTRATE AS NOTED ON SHT. Al v v 20 GAUGE SS CORNER GUARD (FULL HEIGHT) (GLUE ATTACHMENT - CONSTRUCTION ADHESIVE) 2" MTL. CORNER BEADS @ EA. CORNER 14 CASED OPENING JAMB/HEAD 3= 1'-0" it It WALL (WHERE OCCURS) 11 It 11 11 It it It 11 it 2" DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR 11 it STRAP If II 11 tt A MARMOLEUM 0/ 1/4" MDF STOP FIN. @ TILE BASE 5/8" CEMENT BD. TO +12" A.F.F. J-MOLD W/ CLR. SILICON BEAD 6" CERAMIC TILE BASE THINSET HM FRAME x x C14 " t1 If WD. DOOR SEALANT QI NOTE: SEE SHEET A8 FOR WALL FINISHES SUBSTRATE AS NOTED ON SHT. Al INTERIOR DOOR JAMB/HEAD N.T.S. T-5 MFR.: CORONADO PRODUCTS TYPE: BELGIAN PAVERS COLOR: RUSTIC BROWN SIZE. 12"x12" GROUT: CUSTOM #95 SABLE BROWN TILE BASE 6-1 [:SYM] 9 DESCRIPTION B-1 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA-02 SIZE: 6"x12'COVED BASE GROUT: CUSTOM #95 SABLE BROWN B-2 MFR.: AMERICAN OLEAN TYPE: QUARRY TILE #3 COLOR: DESERT (SMOOTH) SIZE: G1x6'COVED BASE GROUT: CUSTOM #95 SABLE BROWN WALLS (LAMINATES) SYMDESCRIPTION WC-1 MFR.: TYPE: MARMOLEUM COLOR: 3825 AFRICAN DESERT (FRESCO) Eff GYP. BD. OR PLYWD. WHERE OCCURS. F.R.P.TO TOP OF COVE BASE, WHERE OCCURS) SEAL TO (WHERE W/ SILICONE CAULK. WOOD STUDS AT 16" O.C. CEMENT BD. TO 12" ABOVE FLOOR- ALL WALLS. TREATED 2x WOOD SILL ANCHOR TO SLAB COVE BASE TILE WC-2 MFR.: TYPE: MARMOLEUM COLOR: 3030 BLUE (REAL) I Z E SYMDESCRIPTION NOTES DL-1 MFR.: NEVAMAR TYPE: WM-8-350T - COLOR: CARMEL SAGAWOOD ................ ZZ A 4 1 YM.DESCRIPTION NOTES ri MFR.: ARMSTRONG SUSENDED CEILING TILE TYPE: COLOR READY, FINE FISSURED GRID TO BE FIELD PAINTED COLOR: TECH BLACK WITH SHERWIN-WILLIAMS GRID: ARMSTRONG PRELUDE XL 16/161 EXPOSED TEE SATIN/EGGSHELL #SW7069 GRID COLOR: WHITE "IRON ORE' (DARK GREY) .r2 MFR.: USG TYPE: VINYL FACED, STIPPLE SHELL FIRECODE COLOR: WHITE GRID: USG INT. INC. BY DONN #272606-ZXA GRID COLOR: FLAT WHITE #050 -3 MFR.: TYPE: GYPSUM BOARD COLOR: WALLS SYM DESCRIPTION P-1 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW7069 IRON ORE (DK. GREY) PRIMER: #023 (WHITE) FRESH START 1 OW. ACRYLIC (PAINT FOR CL-1) P-2 MFR.: SHERWIN WILLIAMS TYPE. SATIN / EGGSHELL LATEX COLOR: SW6657 "AMBER WAVE PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (ORANGE) P-3 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW651 0 "LOYAL BLUE" PRIMER: #023 (WHITE) FRESH START 100% . ACRYLIC (BLUE) P-4 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6431 "LEAP FROG" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (GREEN) P-5 MFR.: SHERWIN WILLIAMS TYPE: SATIN / EGGSHELL LATEX COLOR: SW6839 "KIMONO" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (PURPLE) P-6 MFR,: SHERWIN WILLIAMS SATIN / EGGSHELL ENAMEL COLOR: SW6669"YARROW" PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (YELLOW) S-1 MFR.: CORIAN TYPE: CLASSICS COLOR: PESTO MIST #309 S-2 MFR.: CORIAN TYPE: SIGNATURES COLOR: COPPER ARTIFACTS #801 NOTES USE SEMI -GLOSS LATEX IN RESTROOMS TMA MFR.: MILLWORK TYPE: CHAIR RAIL COLOR: STAINED TO MATCH DALEYS #45 WOOD STAIN 1 x 2 SOLID MAPLE TM-2 MFR.: MILLWORK TYPE: TRIM COLOR: IRON ORE 1 x 2 SOLID MAPLE WT-1 MFR.: EUROWEST TYPE: CERAMIC TILE COLOR: CRYSTAL SERIES, SOLE (YELLOW) SIZE: 4"X4!', ON 450 ANGLE GROUT: CUSTOM #22 SAHARA TAN WT-2 MFR.: DAL TILE TYPE: SONTERRA COLLECTION GLASS MOSAICS COLOR: OPALIZED GROUP 3, TERRA C01TA SR,% SIZE: VX10 GROUT: CUSTOM #95 SABLE BROWN WT-3 MFR,: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA-02 SIZE: 12OX12u GROUT: CUSTOM #95 SABLE BROWN WT-4 MFR.: DAL TILE TYPE: TERRA ANTICO CUT IN HALF COLOR: ROSSO TA-02 HORIZONTALLY TO FORM SIZE: 13"X12' TOP & BOTTOM TRIM, GROUT: CUSTOM #95 SABLE_ BROWN BULLNOSE EDGE 9 TOP WT-5 MFR.: DAL TILE TYPE: TERRA ANTIQUA CERAMIC TILE COLOR: ROSSO TA-02 SIZE: 6IX61 GROUT: CUSTOM #95 SABLE BROWN WT-6 MFR,: DAL TILE TYPE: TERRA ANTICO *CUT TO SIZE. USE COLOR: ROSSO TA-02 FACTORY EDGE ON TOP SIZE: 3 GROUT., CUSTOM #22 SAHARA TAN WT-7 MFR.: DAL TILE TYPE: FESTIVA COLOR: AMBER QF07 SIZE: 611 X 6" GROUT: CUSTOM #22 SAHARA TAN IFT011 2� 14 '111 q =1 IR W, oil Im Vit IX o. C 15047 f0F C ALA • • 96 • Drawn By. f=GW Dote: 05-31-05 Project No. 2125 PLAN CHECK BID SET PERMIT A A A A A A Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX Sheet No. A�901 E L 19 V E R JUL 2005 FOUNDATION NOTES 1. SEE SHEET S-3 FOR GENERAL NOTES AND TYPICAL DETAILS. TYPICAL SLAB ON GRADE: 5" THICK CONCETE SLAB WITH #3 BARS 0 46" O.C. EA. WAY AT MIDDLE OF SLAB OVER 2" SAND OVER 6 MIL VAPOP, SAIRMIF-P, OVER 2" SAND OVER COMPACTED FILL OR PREPARED SUBGRADF-. 2. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 3. SEE ARCHITECTURAL AND KITCHEN/ PLUMBING PLANS FOR FLOOR DRAINS, DEPRESSIONS, CURBS, ETC. AT SLAB EXIST. SLAB AND CONTINUOUS FTGS. TO BE REMOVED MISCELLANEOUS 5/5" DIA. REDHEAD WEDGE 5/5" DIA. REDHEAD WEDGE 1. REFER TO SHEET S-3 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS. ANCHOR SILL BOLTS 0 45- O.C. Sim. ANCHOR SILL BOLTS 0 48" O.C. 2. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK 3. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS HER SIMILAR CONDITIONS. 4. ELEVATIONS ON PLANS AND DETAILS (T-O'AFF) ARE TO HEIGHTS ABOVE — — — — — — — — -- FINISHED GROUND FLOOR ELEVATION REFERENCE 0'-0". — — — — — — — — — — — — — — — — 4 5. SEE SITE PLAN FOP, COORDINATION WITH WALKS, CURBS, ACCESSIBLE RAMPS r---------- 4-- _ " _" ..... "" " _ _' ` _'" 4 4 OTHER MISCELLANEOUS SITE WORK. 6. SEE "PLUMBING ROUGH -IN PLAN' FOR PLUMBING LAYOUT DIMENSIONS. -IN PLAN' FOR ELECTRICAL LAYOUT DIMS. NEW CONTINUOUS FTG. 7. SEE 'ELECTRICAL ROUGH W/2#4 TOP AND BOTTOM 8. COORDINATE FOUNDATION SLAB LAYOUT WITH OTHER TRADES. EXISTING CONCRETE SLAB AND INTERIOR ND EXTERIOR FOOTINGS TO REMAIN 4 (0 (0 F, �-3 5/8" DIA. REDHEAD NEW 18WIDF_ X 18u DEEPWEEDGE ANCHOR SILL. (-S, BOLTS 0 48" O.C. GRADE BEAM W/2#6 TOP AND 5/8" DIA. ANCHOR BOTTOM AND #3 TIES AT 12" O.C. , SILL BOLTS 0 160 O.C. yo 8 0 3X SILL PLATE Hogn flic (0 C My o N (014 NEW I&WIDE X 15"DEEP GRADE BEAM W/4#6 TOP AND Thnuv,­x�, "k BOTTOM AND #3 TIES AT 121, O.C. Z, HALL NOTI y n (0 A (PROVIDE SLEEVES AT ALL PIP la H, v ra 0 a n �y, (0 PASSING THRU GRADE BEAM ) AC cspt u-, 0 8" DIA. ANCHORA apt a 8, 8, (0 1 (BOLTS @ 8' O.C. 40_ I 3X SILL PLATE IT S -:3 (401 A, LAN 2 2 1?� "i A 10 zcnl oz �741, A, U 0 (0 S-3 S-3 S-3 L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - J L_ — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — S-3 NFEW F=TGS. AT POP -OUTS, TYP. 5/8'DIA. REDHEAD WEDGE / ANCHOR SILL BOLTS 0 32" O.C. STUDS AT 46" O.C. 18 GA. X 4 1/2" WIDE METAL STRAP AT MID -HEIGHT OF WATF-P, HEATER WITH 3/8" DIA. X 3" WOOD SCREW TO 4X BLVG, WITH WASHER PLATES RVIP-FN \ MIN. 4X6 HORN. BL_KG \-W/A35 FA. END TO STUDS CA Project. J boa BUILDING TYPE Lm50J L-60 MWIFIM TO Frr JWU EMNO PM ISSUE DATE JULY04-L Stamp Sheet Title & Scale 0 z It CQ C4SJ UJI LLJ to ix > C? a- F- < *,t z W z fc, _�' UJ C14 0 11 z co ui LLJ z CS CC < gz _JJ _C%J D 0 LL1 i�04,_ CO z u_ 0 0 Drawn By. EN Date: Project No. PLAN CHECK BID SET PEWIT 7-15-05 A PLAN CHECK_ 14-4-05 FIELD REVIS t A A A A A 'M6 t '05 Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX ==�MIT Sheet No. s -g;;�;wp Eii; =�__;• ft� F0 = ftw=21111111 - R 6X14 HDR, (0 ------- oo/ u FRAMING NOTES 1. SEE SHEET S-3 AND S-4 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. FRAME ALL EXTERIOR WALLS WITH 2X6 STUDS @ 16' O.C.. USE 2X4 STUDS 0 16' O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE 3. " INDICATES SPAN DIRECTION OF ROOF TRUSSES 0 24'O.C., U.N.O., SEE PLAN. 4. SPLICE P PLATES OF EXTERIOR WALLS AND SHEAR WALLS/ 5 U.N.O. S-4 OIN44AITES SPECIAL SHEAR WALL/LENGTH. SEE 5.<JOIN SHEAR WALL SCHEDULE BELOW. EXTEND SHEATHING FULL HEIGHT AND FULL LENGTH OF WALL, U.N.O. 6. TYPICAL HEADER SCHEDULE: U.N.O. OPENING WIDTH ROOF ONLY 41-08 4X4 61-09 4X6 81-OS 4X8 101-ON 4X10 7. TYPICAL CEILING JOIST SCHEDULE: U.N.O. SIZE ili SPACING SPAN 2X4 0 16' O.C. 101-01 2X6 @ 16' O.C. 151-T <�>26' 2XI0 @ 16, O.C. 26-6 13 A, ------ uJ tY fv I x u_ IL 0 9 ez S-4 I I A2 U1 M 4 I 6X14 HDR NOTES: 1. TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOW DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEPTANCE AFTER- THE RESPONSIBLE PROJECT DESIGNER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATIONS. TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC SECTIONS: A. 406.2.3 PLANS STRUCTURAL CALCULATIONS, AND SPECIFICATIONS MUST BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. B. 4704 REGULATION OF PREFABRICATED CONSTRUCTION INCLUDING REQUIRED INSPECTIONS AND CERTIFICATIONS. C. 2304.4.2 CONNECTIONS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 23, DIVISION 111, PART Ill. D. 2304.4.4 METAL -PLATE -CONNECTED WOOD TRUSSES SHALL CONFORM To CHAPTER 13, DIVISION V. PROVIDE EVIDENCE OF REQUIRE[) FABRICATION, STORAGE, HANDLING AND DELIVERY INSPECTIONS. E. 2320.44.2 WHEN BEARING STUDS ARE SPACED AT 24 INCHES INTERVALS AND TOP PLATES ARE LESS THAN TWO 2-INCH BY 6-INCH AND WHEN TRUSSES ARE SPACED AT MORE THAN 16" INTERVALS, SUCH TRUSSES SHALL SEAR WITHIN S" OF THE STUD BENEATH OR A THIRD TOP PLATE SHALL BE INSTALLED. THE ICC APPROVED AGENCY NUMBER MUST BE NOTED ON SHOP DRAWINGS. NOTE: IF THE RESPONSIBLE PROJECT DESIGNER DECLINES TO AGREE TO REVIEW SHOP DRAWINGS, COMPLETE STRUCTURAL CALCULATIONS AND DRAWINGS FOR TRUSSES SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE BUILDING SAFETY DIVISION PRIOR TO ISSUANCE OF PERMITS FOR THE SUBJECT PROJECT. [-.Kfd rem -. I vi• MANUFACTURED ROOF TRUSS NOTES 1. MANUFACTURED ROOF TRUSSES ARE 0 24'OC UNO. -A I I U- U- IL IL 0 0 0 10 0 0 0 DY fiz Ai 1L 7, k5 HDR I I 2, 0 T 2X6 9*T 24-O.C\J 2. SEE DFTAILS11AND 12 ON SHT. S-4 FOR ROOF TRUSSDESIGN LOADS 6. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEB MEMBER AT TRUSS 3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS, BOTH SUPPORTS, BRIDGING, AND BLOCKING AS REQUIRED. PREPARED AND SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER 7. REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, DIMENSIONS, SLOPES, (STATE OF (PROJECT)). SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE SPAN, DRAINAGE, FTC. LOCATION OF BEARING POINTS ARE AS INDICATED ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL TO BUILDING OFFICIAL FOR ON THE DRAWINGS. APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS TO INCLUDE LAYOUT PLAN AND 8. MANUFACTURED ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 42/S-4. CONNECTORS. CALCULATIONS SHALL BE BASED ON THE SPECIFIED LOADING 9. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL CONDITIONS SHOWN HEREIN. MANUFACTURER SHALL PROVIDE HANGERS AND UNITS, ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, FTC. SHALL BE CONNECTIONS BETWEEN TRUSSES. GENERAL CONTRACTOR SHALL REVIEW AND INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP DRAWINGS PRIOR TO SHALL BE VERIFIED BY THE ARCHITECT. ADDITIONAL TRUSSES OR SPECIAL SUBMITTAL TO THE ENGINEER FOR REVIEW AND COMMENT. DESIGNED TRUSSES MAY BE REQUIRED. 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR 10. TRUSS MANUFACTURER SHALL REVIEW AND DESIGN TRUSSES INCLUDING WIND LOADS FOR ALL TRUSS TO TRUSS, LOAD PERPENDICULAR TO TRUSS PARAPET ENDS. TRUSS TO BEAM, AND BEAM TO TRUSS CONNECTIONS. 14. BOTTOM CHORD TRUSS MEMBERS HAVING A GYP BOARD CEILING ATTACHED 5. TRUSS TOP CHORD TO BE 2X6, MINIMUM. SHALL PROVIDE A LEVEL SURFACE WITH A MAXIMUM VARIATION OF 4/4" IN ICY IN ANY DIRECTION. Is TYPICAL ROOF SHEATHING: 4/2" CDX PLYWOOD, SPAN RATING, 24/0 B.N.: 8 D 9 6' O.C. R.N.: 5 D @ 6' O.C. F.N.: 8 1) @ 12' O.C. USE CCX AT EXPOSED PLYWOOD EAVES SIL SYM WALL SHEATHING NAILLING 7/8" STUCCO OVER PAPER BACKED LATH W/ 16 GA. STAPLES @ 6" O.C. @ TOP 16d 0 8" O.C. AND BOTTOM PLATES & E.N. & F.N. 3/8" CDX PLYWOOD SHEATHING, BLOCKED, W/8d NAILS @ 6" O.C. E.N. & 12" O.C. 16d 0 6" O.C. F.N. 3/8" CDX PLYWOOD SHEATHING, BLOCKED, 16d @ 4" < W/8d NAILS @ 4" O.C. E.N. & 12" O.C. O.C. F.N. 3/8" CDX PLYWOOD SHEATHING, BLOCKED, W/ 8d NAILS @ 3" O.C. E.N. & 12" O.C. 16d @ 3" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 3/8" CDX PLYWOOD SHEATHING, BLOCKED, W/ 8d NAILS @ 2- O.C. E.N. & 12- O.C. 16d @ 2" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 1/2- CDX PLYWOOD SHEATHING, BLOCKED, < e> W/10d NAILS @ 2" O.C. E.N. & 12" O.C. 16d @ 2" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 1/2" STRUCT. 1 PLYWOOD SHEATHING, 16d @ 2" O.C. BLOCKED, W/10d NAILS @ 2" O.C. E.N. & 12" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) NOTES 1. USE COMMON NAILS AT ALL PLYWOOD AND S11 L NAILING. 2. WHEN WALL SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD EDGES ON OPPOSITE SIDES AND USE 3X FRAMING AT SHEAR WALL BOUNDARIES, I.E. SILL AND TOP PLATE AND AT ENDS OF WALL. STAGGER EDGE NAILING AT 3X FRAMING. PROVIDE DOUBLE THE NUMBER OF SILL NAILS AND STAGGER AS REQUIRED TO AVOID SPLITTING THE SILL PLATE 3. PROVIDE PLYWOOD EDGE NAILING (E.N.) AT ALL FRAMING MEMBERS CONNECTED TO HOLD-DOWNS AND DRAG STRAPS. 4. SEE FOUNDATION PLAN FOR ALL SILL BOLT SIZES AND SPACING. u, � Project: W rN BUILDING TYPE Lm50J L,%M0D1FI0MFIT =1K&UJSTIWPAD ISSUE DATE LY4—L_ Stamp P Sheet Title & Scale z 0 _J C14I W uJ Lo > C? < 0 Z Z W C14 0 z co W W z _J C) LL 0 _J W im z 0 0 0 IDrawn By. EN [—Date: PfOfeCt No. PLAN CHECK BID SET PERMIT 7-45-05 _APLAN CHECK 11-4-06 A2FIELD REVISIor A A A A- A A v, Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 FAX 0 Sheet No. I S�2 3X P.T.D.F SiLL PL GENERAL STRUCTURAL NOTES W/ 5/8" DIA. X 14" A.B. ® 12" O.C. MIN. 3X STUDS W/ 2"SQ. X 1/4" THK WOOD FRAME 0 16" O.C. WASHER PLATES, TYP, GENERAL NOTES SEE PLAN, 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FiR OF THE FOLLOWING GRADES, CONFORMING TO THE STANDARD GRADING GENERAL #4 X 24" LONG 0 24" Q.C. RULES FOR THE WEST COAST LUMBER, NO. fib, UNLESS NOTED OTHERWISE: fi. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO CAP DRILLED HOLES INTO EXTG. NEW THE 1997 UNIFORM BUILDING CODE. EXIST. FTG, FILLED W! FTG. FTG. TRENCH EXCAVATION - SHEAR WALL, SIMPSON 'SET` EPDXY RAFTER, JQIST(2X fF.4X) ...................................................NO. 2 875 F SEE PLAN (RR# 5279} SPECIAL BACKFiLL PER SOILS REPORT 2. THESE NOTES SHALL BE USED 1N CONJUCTION WITH THE PLANS BEAMS AND STRINGER(6X WIDER) .......................NO. 1 1350 F OR TO 90 DENSITY POSTS AND TIMBERS.............................................................NO. fi 1200 F AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION INSPECTION REQUIRED STUDS, BLOCKING, PLATES(DOUGLAS FiR}.......STUD GRADE OF THE ARCHITECT OR ENGINEER. E.N. EXIST. d-� �/ ^ 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE 3. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONC. SLAB FTG. REINF. PRESUURE TREATED DOUGLAS FIR. CONDITIONS, AND SITE CONDITIONS BEFORE STARTING WORK. 4 ARCHITECT OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF O 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A ANY DISCREPANCIES. Q -f--- 4 .. 2 REGISTERED STAMP OR BRANCH OF THE AMERICAN PLYWOOD ASSOCIATION. 4. CONDITiONS NOT SPECIFICALLY SHOWN SHALL BE • 11 DR1L 5/8 HOLE fit-6f+ fi CONSTRUCTED SIMILAR 70 THE DETAILS FOR THE RESPECTIVE CII It�l ill I ikT 'Y " MIN. MATERIALS. ll���,�I�Ii `_ r' EPDXY # 4X24 LONG 4. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX. USE a tr rr r rimer r r Ir_1'" r �rtY,Ir_ r rrrrr� r_ DQWEI , TYP. 2 TOP 101-4" EXTERIOR TYPE., MIN. C-C GRADE WHERE PLYWOOD 1S EXPOSED � � 2 ���, 02 BOTTOM, W/SIMPSON TO WEATHER, PLYWOOD FOR FLOOR SHEATHING SHALL BE TffG, 5. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED a 'SET EPDXY (RR#5279) UNDERLAYMENT GRADE PLYWOOD. ALL PLYWOOD SHALL BE STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, SPECIAL INSPECTION GLUED WITH EXTERIOR GLUE. ALL PLYWOOD SHALL CONFORM ETC. t5 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REQUIRED NO TRENCHES TO U.S. PRODUCT STANDARD PS 1-95. OBSERVATION VISITS TO THE JOBSITE BY THE ARCHITECT OR BELOW THESE ENGINEER DO NOT INCLUDE INSPECTION OF THE CONSTRUCTION 3„ C L-R.. NEW FTG. LINES 2 5. NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 23 PRODCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE SEE SEE PLAN FOR FOR ALL CONSTRUCTION METHODS AND FOR THE SAFETY PLAN KEBABS AND fi OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHEWiSE ON TIES THE PLANS AND DETAILS. CONDiT10NS AT THE WORKSiTE. THESE YtSi7S SHALL NOT BE 80 4 CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. PA#RALLFL TO FOOTINGS 6. ALL METAL CONNECTORS SHALL BE ?N STRONG -TIE 6. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN CONNECTORS, THE NAILS FOR THESE CONNECTORS SHALLLLBE AS SPECIFIED BY SIMPSON CO. THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY POST W/SHEAR Ar 2X STUDS BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS WALL E.N., SIMPSON 'HDA' O.G. 7. PROVIDE 1X6 DIAGONAL LET -IN BRACING (AT APPROX. 45 DEG.) OBTAINED FROM THE OWNER, ARCHITECT OR ENGINEER, AND THE c� fi6" SEE PLAN HOLD-DOWN, NEW 2X P.T.D.F SILL PL EVERY 26-0" MAXIMUM IN STUD WALNOT SHEATED. BRACING APPLL ICABE GOVERNING CODE AUTHORITY. SEE SCHEDULE PIPE SLEEVE- 2" LARGER THAN L FOR SIZE W/ NEW 5/8" DIA. REDHEAD PIPE PASSING THRU FTG. STEM SHALL RUN CONTINUOUS FROM SiLL PLATE TO TOP PLATE. NAIL FOR BOLTS fE ANCHOR WEDGE ANCHORS 3" DEEP WITH 2-8D PER STUD AND 3-8D EACH END TO PLATED. 7. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE SiLL PLATE W/2" SQ. X 3/46" BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF ANCHOR N BOLT WASHER PLATES, TYP. NO PIPE TI PASS 7HRU 8, PROVIDE FIRE STOPS AT ALL INTERSECTION OF STUD WALL PREPARATION OF THESE DRAWINGS. THE CONTRACTOR IS TO ANCHOR BOLT SEE PLAN FOR SPACING THIS PORTION OF FTG. AT FLOOR., CEILING AND ROOF. FiRE STOPS SHALL BE 2X VERIFY CONDITIONS BEFORE STARTING WORK. SHOULD SLAB SHEAR WALL, (RR#1372) SPECIAL NOMINAL THICKNESS OF WOOD AND SHALL BE FULL WIDTH OF CONDITIONS ARISE WHICH ARE DIFFERENT FROM THOSE SHOWN SEE PLAN INSPECTION NOT REQUIRED �j- 6" MIN. THE ENCLOSED SPACE. PLACE FiRE STOPS AT A MAXIMUM ON THE DRAWINGS, THE ARCHITECT OR ENGINEER SHALL BE a o SPACING OF 10'-0" IN EACH DIRECTION AND AT THE SAME LINES NOTIFIED IMMEDIATELY AND ADDITIONAL DRAWINGS BASED ON 4 ° Q ° . 4n J _ AS FIRE STOPS IN ADJACENT STUD WALLS. MORE ACCURATE INFORMATION WiLL BE PREPARED. . ° ° - 0 E.N.,EXiST. COMPACTED FILL a a t CONC. SLAB 9. TOP PLATES OF ALL STUD WALLS SHALL BE 2 PIECES THE FOUNDATION ° a SAME SiZE AS THE STUDS. SPLICES SHALL BE LAPPED 4-0"e ° e MINIMUM AND NAILED PER DETAILS. 1. ALL EXISTING FiLL SOiL AND DISTURBED NATURAL SOILS ARE TO BE -- PERPENDICULAR TO FOOTINGS EXCAVATED AND REPLACED WITH PROPERLY CONPACTED FiLL. ALL FILLING d 10. BOLT HOLES IN WOOD SHALL BE 4/32" TO 1/16" LARGER THAN ' I i ! I ► BACKFILLING RECOMPACTION, ETC. IS T BE ACCOMPLISHED ONLY UNDER THE DEEPEN FOOTING - C 0 AS REQUIRED USE HEADED ANGH �r� r r r " .::V .�~ THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE 3 tr I r i I �r i�`. I ' I STANDARD CUT WASHERS UNDER THE HEAD AND NUT UNLESS SUPERVISION OF A SOILS ENGINEER. BOLT AT HD44A NOTED OTHERWISE. H O L- HOED -DOWN D O W N S C H F_D U 2.ALL EXCAVATION ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER 7 P P N W M r==7 11 11. ALL BOLTS SHALL BE RETiGHTENED PRIOR TO THE PRiOR TO THE PLACEMENT OF ANY CONCRETE OR REINFORCING STEEL. A APPLICATION OF SHEATHING, PLASTER, ETC. 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 48' INTO FIRM UNDISTURBED EXIST. CONC. 12. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. NATURAL SOIL OR COMPACTED FILL. FTG. f UNLESS SPECIFICALLY DETAILED. 4. DESIGN BEARING PRESSURE IS 1000 PSF WITH A 33% INCREASE FOR SEISMIC 43. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OR WIND LOADING. AT ALL SUPPORTS, BLOCKING SHALL BE ONE PIECE AND THE 5. NON -EXPANSIVE FILL SHOULD BE USED IN BACKFILLING BEHIND WALL. ALL FULL DEPTH OF THE JOIST OR RAFTER. RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILLING fi4 CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT OPERATION. 8'-O' O.C. MAXIMUM FOR ALL FLOOR JOIST MORE THAN 12" DEEP CONCRETE AND AT 40'-0" O.C. MAXIMUM FOR ALL RAFTERS MORE THAN 8" 2X P.T.D.F SILL PL DEEP. 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE fib 2X STUDS 5/3 DIA. X U.N.O., VERT. REBA A.S. t� 24 O.C. U.2,_Off STRENGTH OF 4500 PSi AT 28 DAYS. WATER CEMENT RATIO O.C. W/2� A." SQ. X 3/I 6 , TYP. TYP. SHALL BE 0.45. WASHER PLATES, TYP. U.N.O. SEE PLAN 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK 2X STUDS 2X P.T.D.F SILL PL • �' ° NAILING SCHEDULE CONFORMING TO ASTM C33. SHEAR WALL, a16" O.C. W/ .fi45" DIA, SHO7PINS SEE PLAN EXIST. WALL, CONC. c� 32" O.C. U.N.O., CONNECTION NAILING 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM SLAB AND FTG. SEE PLAN C-150, TYPE V FOR HIGH ALKALINE SOILS OR AS RECOMMEMDED 5/8' DIA. A.B. @ 24' O.C. 0 0- JOIST TO SILL OR GIRDER, TOENAIL.......................................................3-8D BY SOiLS REPORT. EXTERIOR WEDGE ANCHOR INTO ! )-- 2 VERT. BRIDGING JOIST, EACH END SLAB EXISTING FTG., TYP. NON- � REBAR fi"X6" SUBFLOOROR LESS TO EACH L. JOIST, FACE NAI....... S 8D 47HE FOLLOWING CLEAR DISTANCES BETWEEN REINFORCING TOP AND BOTTOM BEARING WALL, WIDER THAN 1"X6" SUBFLOOR TO EACH JOIST, FACE NAiL..3-8D STEEL AND FACE. OF CONCRETE SHALL BE MAINTAINED UNLESS E.N. (RR#1372) SPECIAL NOTED OTHERWISE: z � SEE PLAN 2 SUBFLOOR TO JOIST OR GIRDER, BLIND � FACE NAIL INSPECTION NOT REQUIRED CONC. SLAB L SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.I6D 0 16" O.C. TOP PATE TO STUD, END NAiL......................... 2-16D SLAB ON GRADE ........................................................................... CENTER OF SLAB 4 /---;---f- E.N. BEND HORIZ. REBARS AROUN STUD TO SOLE PLATE ............. -8D TOENAIL OR CONCRETE BELOW GRADE, FORMED ............................................... 2" `0 CORNERS OR PROVIDE DOWELS 4 CONCRETE BELOW GRADE, UNFORMED(POURED END NAIL ................................................................................ DOUBLE STUDS, FACE NAIL........................................................ fib........�.................................46D Cap 24" O.C. AGAINST EARTH 3" - • Ir�r��r (���- IrirIiCrI � I Irw 4j < DOUBLE TOP PLATES, FACE NAIL ..................................., 16D � 16R O.G. �r �fl8 -16DTOP PLATES, LAPS AND INTERSECTIONS, FAGS NA1L.............2C�R�E28 I`T�2S�Cii�`e CONCRETE EXPOSED TO WEATHER.............................................1-1/2" 5. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN CONTINUOUS HEADER, ......................................16D t� fi5 O.G. R PIECES " I ALONG EACH EDGE SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN PIPES OR qr-r i t-r i t-r r-r i t-r i i-r i t-i r r-r r r-r i t-r i t-r i t- t i-i i s DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS CEILING JOIST TO PLATE, TOENAIL ................... ....................................... 3-SD SHALL NOT BE PLACED iN THE STRUCTURAL CONCRETE UNLESS CONT NUOUS D, #4 BAR TOP WALL !9 . DETAIL CEILING JOIST, ELAP OVER PARTITIONS, FACE NAIL.................3-16D SPECIFICALLY DETAILED. J AND BOTTOM CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL.................3-16D U SEE RAFTER TO PLATE, TOENAIL ................................ ...3-8D 6. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS. PLAN.......................................... fi" BRACE TO EACH STUD AND PLATE, FACE NAIL .........................2-8D 7. REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS /"1 1"X8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL ... 2-8D OF TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED �,,/ 6 WIDER THAN 1'X8" SHEA7'G TO EACH BEARING, FACE NAiL.3-8D 7O CAST INTO CONCRETE., CURBS AND SLAB DEPRESSIONS. BUILT-UP CORNER STUDS..................................................................16D 24" O.C. BUILT-UP GIRDERS AND BEAMS.......................20D 0 32" O.C. AT TOP REINFORCING STEEL 3X P.T.D.F SILL PL AND BOTTOM AND STAGGERED 2X STUDS 2-20D 0 ENDS AND � 16" O.C. 3X P.T.D.F SiLL PL 3X STUDS W/ 5/8" DIA. X 14" fi. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE W/ 5/5" DIA. X 44" 0 16" O.C. A.B. ® 12" O.G. MNDAT EACH SPLICE . HOOKS a BEND S 4D ........2-fi6D SPLICE EACH BEARING 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR SIZES #5 AND SHEAR WALL, A.B. 016" O.C. U.N.O., W/ 2"SQ, X 1/4" THY, 2-1/2" 2" PLANKS .................................................. ......... LARGER. SEE PLAN W/2" SQ. X 3/46" WASHER PLATES, TYP. D R MIN. WASHER PLATES, TYP. SEE PLAN R STRUCTURAL BUILDING CODE L D 2. WELDED FABRiC(MESH) SHALCONFORM TO THE LATEST --- U.N.O. SEE PLAN REVISED ASTM A815. SMOOTH WiRE FABRIC SHALL CONFORM TO #4 X 24" LONG V 24" O.C. 11---- 6STM A85, YIELD STRENGTH 60 KSI. E.N. = Z fi. THIS PROJECT SHALL COMPLY WITH THE 2001 CALIFORNIAGALIFORNIA SHEAR WALL, � DRILLED HOLES INTO cv ,r � R D SEE PLAN EXIST. FTG, FILLED W/ 90 H40K 180 HOOK STANDARDS CODE AND ORDINANCES. 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS 2X STUDS, SiLL PLATE SIMPSON 'SET' EPDXY D12-1 USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS AND PLYWOOD SHTG. SEE DETAIL 3!' (RR#5279) SPECIAL D = BAR DIAMETER STRUCTURAL OBSERVATION TO BE WELDED SHALL CONFORM TO ASTM A706. UNDER ARCH'L. COL. 8/S-3 EXIST. INSPECTION REQUIRED CONC. SLAB E.N. R = 30 FOR #2 TO #8 INCLUSIVE W/ MIN. 2 SILL BOLTS R = 4D FOR #9 a LARGER 1. THIS PROJECT REQUIRES STRUCTURAL OBSERVATION PER 4. Al L L BARS IN MASONRY SHAL BE LAPPED A MINIMUM OF 40 SECTION 4702 OF THE CALIFORNIA BUILDING CODE. BAR DIAMETERS(Z-O" MIN) AT ALL SPLICED UNLESS NOTED OTHERWISE. 4 2. THE FOLLOWING PHASES OF CONSTRUCTION REQUIRE � EXT. GR. - SpLIC��B OBSERVATION BY A STRUCTURAL ENGINEER: 5 ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 _ R { O MIN) AT AL SPLICES UNLESS NOTED s A FOUNDATION F CONCRETE ON TRENCHES BAR DIAMETE S 2 N L _ .FOUND O BEFORE POURING CO Ii-IIIi-Il .: i I 11�1 lk�1�=11k _ OTHERWISE. c0�I�I�iI�I - { ..'fly II I f �! ,LIiwf..:.,.;mrg B. FRAMING BEFORE COVERING FRAMING MEMBERS i�11=1! I II�Ii �.t- I�If!- 36D t�P GONG(2'-4:' MIN.) art iii�srr r�r�r rrr u r r_rir rr�r�rII: 6. SPLICES OF HORIZONTAL REBARS 1N WALLS AND FOOTINGS Q '( " '( -Z MII°`I. 4OD t MAS{2'-6" MIN.) SHALL BE STAGGERED 4'-O" MINIMUM. Q �` .. <_ 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE tY 4 BAR TOP J m ur AND SPff IL ACING AS THE WALL/COLUMN REINFORCING UNLESS U AND BOTTOM AT POP -OUT /l 1, c (-- F . NEW FTG. q �.i f f N,' `= ' NO-t F_D OTHERWISE. SEE SEE SEE PLAN FOR if Dill ` �-a 8. ALL BEhiL7NG OF RNF4RGli`iG STEEL SHALL CONFORM TO PLAN PLAN REBARS AND TIES THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 1(71 9. ALL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION. Irr :......�►� i,i .rrf•rr..rirrr► ..4.._ t -✓�L���i__�,�..��� '� a �� Stamp Sheet ritle & Scale LLJ n 04 r 4 • .,, co C ar a Drawn By.� EN Date: Project No. PLAN CHECK BID SET PERMIT 7-15-05 , ' a PLANCHECK 11-4-05 AREVISION A A A A T Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dona Point, CA 92629 949.443.1820 949.443.1828 1 AX Sheet No. Imi SEE PLAT 2X6 NO. I 2X4 NO. 2 TRUSS PROFILE Ul CL 20 PSF x 4 a - A 4 LIVE LOAD 0 10 PSF W DEAD LOAD 0 (APPLY TO TO TOP CHORD) '.$1- A 10 PSF C- a DEAD LOAD (APPLY TO BOTTOM CHORD) NOTE: ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS. WEIGHT AND LOCATION OF UNITS ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE DESIGNING TRUSS. x OR AS REQUIRE[) BY LOCAL CODES. TRUSS IDESIGN < a_ W -00 C11Z 1:2 NOTES: /6d MAX. 41 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 113 OF SPAN. TYP. JOIST NOTCHING d WIDTH t 9F- 40%d MAX. 60%d d WIDTH —f QF- &01 0 (0 \JOTCH IN STUD /251od MAX. BORED HOLE ------- 40%d \\,o NOTE: BORED HOLE & NOTCH SHALL NOT MIN. OCCUR IN SAME SECTION NON —BEARING BEARING PARTITION PARTITION TYP. STUD NOTCHING 1. TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. ENGINEERED DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TO TACO BELL AND THE ENGINEER OF RECORD, PRIOR TO INSTALLATION. 2. ROOF CONNECTORS SHALL BE SIMPSON STRONG -TIE. 3. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AVOID TIPPING. 4. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK AND CARE IS TO BE USED IN LIFTING TO MINIMIZE HORIZONTAL BENDING. 5. IMPROPER HANDLING OF THE TRUSSES AS NOTE[) ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. 6. VERIFY DOUBLE TRUSSES NAILING REQUIREMENTS IN TRUSS MFG.S SHOP DRAWINGS. 7. SEE DIVISION SIX OF THE SPECIFICATIONS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. 8. ARCHITECT/ENGINEER TO VERIFY UP -LIFT REQUIREMENTS W/ TRUSS MFG. 2-2x USE 2-2X FULL HT. STUDS W/ TOP PL 46D 0 12" O.C. FOR OPENINGS LARGER THAN 8'-0" /_ HEADER, P1, SEE PLAN 4-16D END NAILS V/ FOR 60 DEEP HDR., ADD 2-16D A34 FOR EA. ADDN'L 20 DEPTH 1<-�� USE 2-2X CRIPPLES W/ 16D 12" O.C. FOR OPENINGS MIN. 2-2X STUDS LARGER THAN 8'-0" 0 FULL HT. a I CRIPPLE) W/ 161) 0 12" O.C. I IN2X SILL W/ 2-16D A34 I TOENAILS EA. END 1.1 L E 2X SILL PL NOTE: PROVIDE 2X HORIZ. BLKG. SET. STUDS 0 10'-0" O.C. MAX. 9 9 CI G. LINE TYP. STUED WALL 11 C7 7 2X6 STUDS t9 16'O.C. OF ROOF TRUSS IOD 0 61 O.C. 2X6 SOLID BLOCKING SHEAR PANEL E.N., TYP. A36 0 16" O.C. 9X6 WD NAILER (TYP.) "1 —ROOF TRUSS W/ 2X6 HORIZONTAL AND AT PARAPET, DESIGN BY TRUSS MANUFACTURER A35 TRUSS TO TOP 16D 0 6" O.C. PLATES AT BLOCKING 2X6 STUD DIRECTLY UNDER TRUSS NOTE: PROVIDE SHEAR WALL TYPE J-1 ABOVE TOP PLATES 000- UP TO THE LEVEL OF THE ROOF PLYWOOD 151 TYPICAL AROUND BUILDING r13 8-16 NAILS TO BEAM END SIMPSON 'F=PC' POST CAP FULL HEIGHT STUD W/ 16D 0 60 O.C. TO POST 2X SiLL PLATE IPSON A35 GT- SEE AN v1PSON A35 SIDE 2-2X TOP PLATE SIMPSON A35 EA. SlDr= BEAM SEE PLAN SIMPSON A35 EA. SIDE, TOP AND BOTTOM SIMPSON FULL HT. 'HUC' HGR POST- SF-F= PLAN fb- 2N S11 L PLATE SIMPSON A35 OR HDR WHFRF- EA. SIDE OCCURS L BM. -POST CONNFECTION 4-10D TO BLKG. 2X6 BLOCKING 0 48'O.C. W/ U26 HANGER AT EA. END 10D @ 61 O.C. FULL LENGTH A355 @_ 12' O.C. OF TRUSS SHEAR WALL [)RAG TRUSS ALIGNED W/ WALL BELOW HORIZ. LOAD 9000# MAX. 2X4 BRACE AT 48'O.C. W/ 3- 10D TO BLK. & A34 TO PLATE 2X6 STUDS @ (2) 2X6 CONT. TOP 16" O.C. - PLATES - NO SPLICES 3X6 STUDS 9 BLKG. @ PLY WOOD JOINTS-4-41 2X6 SOLID BLOCKING--- @ 4'-O'O.0 ± 3 TRUSS BAYS IOD 0 6' O.C. TO BLOCKING ,,K-ST2145 @ BLOCKING + + + 16D 0 61 O.C. 5M.-POST CONNFECTION AT BLOCKING NOTE: PROVIDE SHEAR WALL TYPE J-1 ABOVE TOP PLATES UP TO THE LEVEL OF THE ROOF 1:6] 14 PLYWOOD, TYPICAL AROUND BUILDING 2X6 STUDS 16' O.C. CONT. TOP PLATE TO PARAPET IOD 0 61 O.C. 2X6 SOLI D D BLOCKING SHEAR PANEL E.N., TYP. LAP & CONNECT W/ + (6) 16D + A35 @ 16" O.C. 2X6 WD NAILER (TYP.) LUP26 HANGER EACH END OF BLOCKING .2X4 BRACE @ 4'-0" + O.C. W/6- 46D EA. END -ALIGN W/STUDS E PLACE ADJACEqT TO TRUSS VERT. MEMBERS A35 BRACE TO TOP PLATES PROVIDE 2X SPACER BLOCK WHERE REQ'D TO ALIGN BRACE, STUD I BLOCKING 14 1 0 16D NAILS 0 12" O.C. 0 DBL. JSTS., STAGGRERED DBL. JSTS. OR BM. SF-F PLAN SIMPSON 'U' HGR. TYP. BEAM SPLICE WHERE OCCURS POST- SEE SIMPSON 'PC' PLAN POST CAP (USE 'FPC'S END CONDITION 2X SILL PLATE SIMPSON A35 OR HDR WHERE OCCURS EA. SIDE BM. -POST CONNECTION 40-16D NAILS EA. -2X TOP PL SIDE OF TOP PL SPLICE, TYP. 4-04 MIN. USE: SIMPSON STRAP DIST. BET. WHERE OCCURS, TOP PL SPLICE SEE PLAN - 4-i 2x STUDS TYP. O.C. TYP. SPLICE TOP PL ABOVE STUD TYP. 16D 0 12" O.C. STAGGERED, TYP. POST W/ HOLD-DOWN I [=AM PLYWOOD SHEAR WALL W/ E.N. TO POST , . STUD -WALL CONNECTION rim SILL .GYM WALLSHF-ATHING NAILING 7/8" STUCCO OVER PAPER BACKED LATH W/ 16 GA. STAPLES @ 6" O.C. @ TOP 16D 0 8" O.C. )> AND BOTTOM PLATES & E.N. & F.N. 3/8" CDX PLYWOOD SHEATHING, BLOCKED, < > W/8d NAILS @ 6" O.C. E.N. & 12" O.C. 161) 0 6" O.C. F.N. < >3/8" CDX PLYWOOD SHEATHING, BLOCKED, 16D 0 4" O.C. W/8d NAILS @ 4" O.C. E.N. & 12" O.C. F.N. 3/8" CDX PLYWOOD SHEATHING, BLOCKED, 16D e 3" O.C. W/ 8d NAILS @ 3" O.C. E.N. & 12" O.C. < > F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 3/8" CDX PLYWOOD SHEATHING, BLOCKED, 16D C 2" O.C. < W/ 8d NAILS @ 2" O.C. E.N. & 12" O.C. )> F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 1/2" CDX PLYWOOD SHEATHING, BLOCKED, 60 2" O.C. W/1 Od NAILS @ 2" O.C. E.N. & 12" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) 46D 0 20 Q.G. 1/2" STRUCT. 1 PLYWOOD SHEATHING, < BLOCKED, W/10d NAILS @ 2" O.C. E.N. 12" O.C. F.N. (USE MIN. 3X FRAMING @ ADJOINING EDGES) NOTES: 1. USE COMMON NAILS AT ALL PLYWOOD AND SILL NAILING. 2. WHEN WALL SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD EDGES ON OPPOSITE SIDES AND USE 3X FRAMING AT SHEAR WALL BOUNDARIES, I.E. S11 L AND TOP PLATE AND AT ENDS OF WALL. STAGGER EDGE NAILING AT 3X FRAMING. PROVIDE DOUBLE THE NUMBER OF SILL NAILS AND STAGGER AS REQUIRED TO AVOID SPLITTING THE SILL PLATE 3. PROVIDE PLYWOOD EDGE NAILING (E.N.) AT ALL FRAMING MEMBERS CONNECTED TO HOLD-DOWNS AND DRAG STRAPS. 4. SF=F- FOUNDATION PLAN FOR ALL SILL BOLT SIZES AND SPACING. PLYWOOD EDGES 'N il V, b z j - 0� j I RAFTERS - OR JOISTS 2X BLKG t PLYWOOD EDGES (ONLY WHEN MIN. NOTED ON PLANS) 5 A NOTES: 1. RUN LONG DIMENSION OF PLYWOOD PERPENDICULAR TO RAFTER/JOIST. 2. STAGGER PLYWOOD EDGES 2'-0" MIN. 3. SEE FRAMING PLAN FOR PLYWOOD TYPE AND NAIL SIZE AND SPACING. 4. NAILS SHALL HAV`F_ MIN. 3/8n F-DGF= DISTANCE. 5. MIN. PLYWOOD SIZE, SHALL BE 2'-O"X 41-0". 6. PLYWOOD SHALL BE INSPECTED PRIOR TO COVERING. 11 0 L-50J L-50 MODIFIED TO Fit JODIKA EXISTING PAD ISSUE DATE JULY04-L Sheet Title & Scale 100 C14 uj LO W W M �tca uj �_ z W _j u z < 2 5 0 z 0) W <� W z cv LU M N Z 0 to 0 Drawn By. EN Date: Project No. PLAN CHECK BID SET PERMIT 7-45-05 APLAN CHECK A A A A A Phillip Gilbert AIA FORM GUILD, INC. " 34102 Violet Lantern_` Dona Point, CA 92629 949.443.1820 Y 949.443.1828 FAX Sheet No. SI�4 ,'*S r-� I A V=M THIN it 1 r, L-- I vv '�� WITH WOOD, FRAMING, MAT SHAPE HF=IC- SHAPED 2X BLKG \ FROM PLYWOOD Al' TO TOP i 2-2Y% TOP PLATES, SH TO MATCH CURVED SUP 2X4 STUDS @ 1E 2X SILL PLATES, SHAPE MATCH CURVED SURFAC 2-16[)/HORIZ. AND 16D V TO CURVED 2X SHAPED 2X BLKG FROM PLYWOOD A] TO TOP 2-2X TOP PLATES, SI TO MATCH CURVED SUF 2X6 HORIZ. @ 46' 6-16D TO 2X BLY,( 3 PL 2x B1 k( W/A35 EA. 2X6 STUDS 0 ' 2X4 DIAG( 32" O.C. W/3 2X4 STUDS @ 46" O.C. AT TOP AND A34 AT BC BEAM, SEE PLAN 2X4 HORIZ. @, W/3-16D E 2X4@ 15" 0,( 'U'HGRS EA. 2X LEDGER W/ TO -c 2X6 STUDS AT, CONTINUOUS FTG.- SEE FDN PLAN 0N'H2'TIES 32" O.C.,TYP. YWOOD W/51) @ 6" O.C. AROUND TOWER, U.N.O. 7 SILL PLATE -16D PER JST SEE DETAIL 10/S-4 FOR FOR TYPICAL ROOF TRUSS CONNECTION DETAILS ZX LEDGER WITH 2-161) PER STUD 2X CLG JSTS WITH 3-46D FA. ENDS !01 SIMPSON 'H,4 @ 32" O.C.,TY 3/8, PLYWOOD W/8D 0 TYP. AROUND TOWER, k 2-2X6 TOP PI SEE DETAIL 13/S-4 FOR FOR TYPICAL ROOF TRUSS CONNECTION DETAILS 2X LEDGER WITH 2-16D PER STUD 2X CLG JETS WITH 'U'HGRS -1-1 11NI rl" "It "SOD LAYERS r_- M0 SCREWS TO URVF-[:) TO �MING OEM ED 2X BLKG W/ R.N. I PLYWOOD AND A35 DP PLATE PLATES, SHAPED 'ATCH CURVED SURFACE - STUDS @ 16" O.C. -1 - PLATES, SHAPE-[) TO ;H CURVED SURFACE-, W/ VHORIZ. AND 16D @6" O.C. ,URVFD 2X BLKG =-D 2X BLKG W/ E.N. PLYWOOD AND A35 )P PLATE TOP PLATES, SHAPED ATCH CURVED SURFACE DRIZ. @ 16"O.C. W/ TO STUDS -KG. TYP 610ES . -KG. TYP 35 EA. BLKG TUDS @ 16" O.C. �, SEE PLAN STUDS @ 46" O.C. W/3-16 OP AND A34 AT BOTTOM )IAGONAL BRACE O.C. W/3-16D EA. END 40RIZ. @ 16" O.C. 16D FA. END Ke� 16" O.C. W/ iRS FA. END DGER W/2-16D `UDS rUDS AT 16" O.C. )R. SEE PLAN CONTINUOUS FTG, SEE FDN PLAN BUILDING TYPE Lm50J L-50 MODIFIED TO FIT JODIKA EXISTING PAD ISSUE DATE JULY04-L Sheet Title & Scale 0) z 0 CO � LIJ LU u-) C) w z z Cr 04 OF) 0 :E fr) z 0) w a < uj z Cr. 0 -j cl C-4 -J LLJ P, z 00 C14 0 F- EDrawn By. EN Date: Project No. PLAN CHECK BID SET PERMIT 7- §-05 APLAN CHECK A A A A A A 'A -1 Phillip Gilbert AEA FORM GUILD, INC. 34102 \6olet Lantern Deno Point CA 92629 949.443.1820 949.443.1828 FAX I Sheet No. S-5 J EQUIPMENT PLAN 01 U e f t E'n..k L B 7^ r.*N ' } LAN! r+7 t r x ULATO,l � i'v'O f a3�„l .S ' PPP- CT!CiN Gi PI�#3Gt � FOUND ON -ATION UPON FIRD I ,4t: RR 'CTION. wSE I'LANS MJ a I ' { I PRIOR A ,'-'Fg),Al. Sit of 9✓f'tf.<}((.�i..�P f, ! ¢A Ji'�li 0' ( i4 3 Pi.r"tf �` Ill?iJ�t' i"' F.srn- {t 1 �f��c ,_;. s �.1:5. W REFER F±G ``0 'THE LO CAA! ri BLDG, DEPT. FPLAN AP '`!zi AND {'�i ° iITS pp?'O i TO CONS T RUCTION. THIS AFt O,%Lt IS t1ALID FOR 12 tf0IOsNTHS FROM THE AP `'IROVAL DAB,'E REMARKS, 1 j4"=V-0" 1. ALL EQUIPMENT WICH GENERATES CONDENSATE OR SIMILAR LIQUID WASTES SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR DRAINS ARE NOT TO BE USED INLIEU OF FLOOR SINKS. 2. FINISHES IN ALL FOOD RELATED AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, DURABLE AND LIGHT IN COLOR. (NOTE: LIGHT COLORED IS DEFINED AS HAVING A LIGHT REFLECTANCE VALUE OF 70% OR GREATER). 3. WALL SURFACES IN THE FOOD PREPARATION AND RELATED AREAS MUST BE DRYWALL, COATED WITH A LIGHT COLOR SEMI -GLOSS ENAMEL, OR THE EQUIVALENT. 4. FLOOR DRAINS ARE REQUIRED WHERE APPROVED SLIP RESISTANT FLOOR SURFACES ARE INSTALLED. SLIP RESISTANT AGENTS OR FLOORING MAY ONLY BE ADDED OR INSTALLED IN TRAFFIC AREA. IT MAY NOT BE ADDED OR INSTALLED UNDER EQUIPMENT OR ON COVED BASES. 5. ALL EQUIPMENT, MUST BE SUPPORTED BY SIX (6) INCH HIGH, EASILY CLEANABLE LEGS, COMMERCIAL CASTORS. OR COMPLETELY SEALED IN POSITION WITH A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE OF CLEANING. a Stamp Sheet Title & Scale r.� Q_ WPM ° zQ� z Will dui" 0UJ�- z �zQ a" H-l*Li WWz �a.Q W�< cd m z w o CDrawn By. FGW Date. 05--34-05 Project No. 2128 BID 04ECK BID EI PERMIT 8-01-0A HEALTH DEPT A A A A A A A a Phillip Gilbert AIA FORM GUILD, INC. 34102 Violet Lantern Dana Point, CA 92629 949.443.1820 it 949.443.1828 FAX Sheet No. K�l i j J< ii ,f CU f' — ii ii Q Jt S tf ;f ,f cn ;, Z J`,j,, 1.� !I WARNER AVE. f Inc1 L,q r v> o E V) Q � Lo co ©) oO',50N sDESCRIPTION IVSIRUCIZON NOTES CONSTRUCT S" P.C.C. CURB PER CITY SM. 1101 TYPE 9-1. . CONSTRUCT 4" A.C. OVER 6" A.B. BENCHMARK R OCS SA-332--99 FD. 3 314" OCS ALUM. BENCHMARK DISK STAMPED "SA-332-99", SET INT. FTG. OF TRAFFIC SIGNAL LOCATED ON SE CDR. OF INT. OF GREENVILLE & EDINGER, 50' SLY OF C.L. OF EDINGER & 35' E'LY OF C.L. OF GREENVILLE FLUSH W/ SDWK. EARTHWORK 0 HWORK ES f IMA l E CUT 0, C. C. Y. glY. ' ESTIMATE TO BE USED FOR FEE DETERMINATION ONLY. CONTRACTOR TO PREPARE HIS OWN ESTIMATE PRIOR TO CONSTRUCTION. WATER CONSTRUCTION NOTES d EXISTING 1 " WATER SERVICE AND METER TO REMAIN IN PLACE, INSTALL 1- REDUCED PRESSURE BACKFLOW DEVICE. CONTACT WATER QUALITY INSPECTOR AT 714-647-3341 FOR ASSISTANCE. SEWER CONSTRUCTION NOTES EXIST: SEWER LATERAL TO REMAIN IN PLACE 4 INSTALL CLEANOUT TO GRADE CHISEL A "S" ON THE CURB FACE TO INDICATE LAATERAL LOCATION. F - 24 RECL_.. �jMED &AEDINirw: 7- EP w-- - -�--� PARKING, LOT STRIPING - ----- "`-- --- �_ NTS AlzrwAls sm., w ~--- t STANDARD PUBLIC WORKS AGENCYS GRADING NOTES GRADING NOTES 1, ALL GRADING SHALL COMPLY WITH USC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2, GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR, A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW, 5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING, THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED, EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST, SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL t2:11 EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY, AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY, MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT, 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, 9. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS, SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10, THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY. 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE, 12. GRADING OPERATIONS INCLUDING MAINTENANCE' OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES, THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY7S WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17, DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED, DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES .A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18, ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER, FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19, ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114.. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON -SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER, 21. MINIMUM ASPHALT PAVEMENT SECTION SHALL BE; COMMERCIAL AND INDUSTRIAL: PARKING STALLS = X* A.C. OVER 6" A.B DRIVE AISLES = 3" A.C. OVER 10" A,B. MULTI -FAMILY: PARKING STALLS =3 A,C. OVER 4" A.B. DRIVE AISLES = 3" R.C. OVER 6" A,B. OR PER THE GEOTECHNICAL REPORT WHEN THICKER SECTION IS REQUIRED. 22. EARTHWORK VOLUMES: CUT 0 C.Y. FILL 0 C,Y. NET 0 C.Y. SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS. 23,SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL 12„ 14.5+ i�il '► { \�\ F...� „o.. € .�„„„.3,.� N� MIN. '3 _,... y,. ..,,. �r q DiNi EXIST CURB Ki EXIST. .., � BLDG. FF .. EXIST, CURB TO BE is , g a sa,: 6 tR �� _ �. P ,� REMOVED ux u. {� s� x.. E .i �' n ate. .. ......... �.. -„w.�w ::.x.R.- Uwe. � � �CURB Q�- 3 yr N�W 12CURB" Ull ..� 9 k LJXHV wti tirs� YESBL t NTS I ' � � ° E3: s''l✓a i' f a G n as e" tka ....__. > ` ���,..m... r ; .. w. r 7,1 ,' EXIST. ;ti�q E BLDG_ FF EXIST. PVMNT.'"�--" I ! ES a/TO REMAIN { fcF VE xv ` SECTION S-B f - YERM TSALYUK C� �_.. f ,}�� � r�;�- �✓? Z NTS AUG8 a'_fs "t NO. CO52871 m EXP. 12 f 31 /2006 FORM GUILD, ygg gggggggq INC. gg yg^+,+ 0)�I clvi\_ �- � CPLI� P NO. 04-9 logo PREPARED FOR; PREPARED BY: SHEET ITF ENGINEERING IUS"E GRADilav"GIDRAINAGE PLAN FORM GUILD P.O. BOX 50756 34102 VIOLET LANTERN IRVINE, CA 92619-0756 DANA POINT, CA 92629 {714 857--9893 2. 2 I STREET OF (949) 443-1820 SANTA ANA., CA1 K W:ACA?;--r}ATA\i965\19E5rcv,dw.), 8/5/7575 AAA nil .1 EXIST. PAVEMENT TO REMAIN ,D; .. BENCHMARK: OCS SA-332--99 FD. 3 314" OCS ALUM. BENCHMARK DISK STAMPED "SA-332-99", SET INT. FTG. OF TRAFFIC SIGNAL LOCATED ON SE CDR. OF INT. OF GREENVILLE & EDINGER, 50' SLY OF C.L. OF EDINGER & 35' E'L Y OF C.L. OF GREENVILLE FLUSH W/ SDWK. i 11DESCRIPTION I I G EDINER 110 94i BMP LEGEND' ,Q�SCRIF�TION STCi. QING GRAVEL BAGS SC-8 zl 1 d ill Tdt?N TCm-1 DELIVERYENTRANCE MATERIAL TEMPORARYi STORAGE AREA AVENUE STANDARD PUBLIC WORKS AGENCY?S GRADING NOTES GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING, 2, GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT. GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING, 3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4, THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. 5, THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING, THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, 9. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES, WATER ACTIVE SITES AT LEAST TWICE DAILY. 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES 1S THE RESPONSIBILITY OF THE PERMITTEE. 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.00 P.M. AND 7:00 AW, 13, THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14, ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS, 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY?S WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16, CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. 20, CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON -SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER, 23.SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES. GRAVEL BAG BARRIER NOTES- 1 'Stack gravel bags in at Least three : vertical, rows abutting, e.och...other and in a staggered arrangement, 2. For, each radditioria1 vertical row, add a.r<., additional row to 4 inch PVC. Pipe the width . 6 inch Min Diameter rock 12 inch T bury bags - IEll )uAin 4+ ItML Itirn 6„deep CROSS�LSECTIQN Vvoven fob 6c,gravel bag filled with coarse gravel - Min, weight 88 ibs. 4 inch PVC Pipe for drainage depending', on 'field conditions -�24 inch 1. . —Min— bury bags ;/6"deep FRONT RAVEL BAG BARRIE1 law F 1ESS/0 YEFIM TSALYUK e NO. C052 71 M t - EXP. 12/31 /2006 1�lj4�, CIV1l- OF C omm PREPARED BY: ITF ENGINEERING I % P.O. BOX 50756 ® IRVINE, CA 92619-0756 (714) 857-1813 e e s 1 1 /2"Crushed rack -Filter. fabric C3riginaI ©oQ Q° °© QC7 grade 12 inches Min, unless otherwise specified b ' o soils engineer SE IION B-�B N TS NOTE: 4 Construct sediment barrier and channelize runoff to sediment trapping device B Supply water to wash wheels if. necessary, 50 feet Min :B Width as required to accomodate anticipated traffic PLAN RE C"Lf,:EtIVE NTS AUb 1:;!r"i u uL F 0 R M47G 1., 1 JN C. _ iP NO. 04-92 SHEET BROSION CONTROL r-L.A1jr%1W1 AM 1/4 A, p 1 W: AC Aid -SAT \ 9E Fib' 96 �!{:v_c1w<i, 9/v2no5 12: s , 10 A.NA