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Home My WebLink About10148178.pdfA/C Air Conditioning ACP Asphaltic Concrete Paving A.F.F. Above Finish Floor ALT. Alternate ALU Aluminum ARCH Architectural) BLD16. Building G.J. Ceiling Joist C/J Control Joint 01-6. Ceiling CLR. Clear COL. Column GONG. Concrete CONT, Continuous CPT. Carpet G.T. Ceramic Tile D.A. Disabled Access D.F. Drinking Fountain DIA. Diameter D.S. Downspout DTL. Detail DWG. Drawing ExistOng EA. Each E.J. Expansion Joint ELEC Electrical EL. Elevation ELEV. Elevator EQ. Equal EQUIP. Equipment F.W.C. Electric Water Cooler EXT. Exterior F,D. Floor Drain FON. Foundation F.E. Fire Extinguisher F.E.C. Fire Extinguisher Cabinet F.F. Finish Floor F.O.C. Face of Concrete F.O.F. Face of Finish F.O.M. Face of Masonry F.O.S. Fare of Stud F.R. Fire -Retardant FUR. Furring 6A. Gauge or Gage 6ALV. Galvanized G.C. General Contractor G.W.B. Gyypsum Wall Board 6.N.B.-M.R, 6WB Moisture Resistant G.W.B.-X 616113 Fire Rated "X H.B. Hose Bib H.C. Hollow Core HDWR. Hardware H.M. Hollow Metal HORZ. Horizontal HT. Height I.D. inside Diameter INSUL Insulation INT interior JAN. Janitor JT. Joint LAV. Lavatory LAM, Laminate MAX. Maximum MECH. Mechanical MEMB. Membrane M.F. Manufacturer Finish MFR. Manufacturer MIN. Minimum M.O. Masonry Opening MTL. Metal N IG Not in Contract NOM Nominal NTS Not To Scale O.G. On Center O.D. Outside Diameter O.H. Overhang OP6. Opening OFF. Opposite (P) Paint PR. Pair PLYND. Plywood Q.T. Quarry Tile Riser Re. (to) REC'D. Required REINR Reinforced R.D. Roof Drain R.O. Rough Opening 5.A,C. Suspended Acoustical Ceiling S.C. Solid Core S.F. Square Foot SIM. Similar SPEC. Sgcificatlons 5.5T. Stainless Steel STV. Standard STL. Steel STRUC. Structural SUSP. Suspended T Tread T.O.B. Top of Beam -Steel T.O.G. Top of Concrete T.O.5. Top of Sheathing T.O.N. Top of Null TYP. Typical UL Underwriters Laboratory U.N.O. Unless Noted Otherwise V.G.T. Vinyl Composition Tile VER. Vertical V.N.C. Vinyl Nall Covering G YYa er Closet N.R. Water Resistant N.W.F. Nelded Nire Fabric WVE5 AND 5TANVARV5 WNTRA CTOR5 GUARANTEE 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED CODES AND STANDARDS AND LOCAL AMENDMENTS THERETO IN ACCORDANCE 1. iF, WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE OF THE WORK BY THE OWNER OR WITHIN WITH THE GOVERNING AND APPROVING AGENCIES. THESE REFERENCED CODES AND STANDARDS ESTABLISH A.MINIMUM QUALITY 5UC4 LONGER PERIODS OF TIME AS MAY BE PRESCRIBED BY LAW OR BY THE TERMS OF ANY SPECIAL WARRANTY, ANY MMK i5 OF MATERIALS AND WORKMAN5HIP FOR USE THROUGHOUT THE PROJECT. FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL CORRECT IT 2. IN ADDITION TO THE ABOVE, THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE BEST INDUSTRY PROMPTLY. THIS OBLIGATION SHALL SURVIVE THE TERM.OF THE CONTRACT. STANDARD PRACTICES, GONSTRUGTION NOTES 3. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS REQUIRED BY THE UNIFORM BUILDING CODE AND THE LOCAL GOVERNING CODES AND AUTHORITIES. INSTALLATION SHALL FOLLOW THE MANUFACTURES' PUBLISHED SPECIFICATION AND/OR TRADE 1. BARS, GRILLES, OR SIMILAR DEVICES PLACED OVER ANY SLEEPING ROOM DOOR OR YYINDON SHALL BE RELEASABLE AND STANDARDS, IN ADDITION TO MEETING OR EXCEEDING THE DESIGN STANDARDS. REMOVABLE FROM THE iN5EDE NITHOUT THE USE OF A KEY, TOOL OR ANY SPECIAL KNONLED6E OR EFFORT. EX,4MINATiON OF THE SITE 2. SMOKE DETECTORS SHALL BE ATTACHED TO THE BUILDING WIRING SYSTEM. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO EXAMINE THE SITE AND BUILDING CONDITIONS AND TO BE AKWE OF ANY DIFFICULTIES NHICH MAY ATTEND THE PORK. SUBMISSION OF A BID SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR 15 3. ALL 6LA65 OVER NINE 5CUARE FEET IN AREA WITHIN EIGHTEEN INCHES OF THE FLOOR OR FIN15HED GRADE, AND SATISFIED Y41TH H15 KNONLEDGE OF THE 51TE CONDITIONS. GLASS DOOR5 AND HALL PANELS OF TUB AND SHOWER ENCLOSURES SHALL BE LAMINATED OR FULLY TEMPERED. ALL GLAZING WITHIN TWENTY FOUR INCHES OF A DOOR AND iT5 RADIUS AND WITHIN SIXTY INCHES OF THE FLOOR SHALL BE TEMPERED. 2. CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED. NOTIFY THE ALL GLAZING ADJACENT TO BATHTUBS AND WITHIN FIVE FEET OF THE TUB FLOOR SHALL BE TEMPERED. ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 4. 6FI PROTECTED OUTLETS SHALL BE PROVIDED iN BATHROOMS, 6ARA6E5, BASEMENTS, EXTERIOR AREAS AND WITHIN SIX QUALIFICATION OF CONTRACTOR5 FEET OF KITCHEN SINKS. 1. IT SHALL BE PRESUMED THAT ALL CONTRACTORS ARE EXPERIENCED AND THOROUGHLY KNOWLEDGEABLE IN THE RESPECTIVE S. 5LEEPIN6 ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY EXIT, SiLL HEIGHT NOT OVER 44 INCHES AREAS OF THE CONSTRUCTION INDUSTRY AND SHALL PERFORM IN A RMPON51BLE MANNER IN ESTABLI5HED CONSTRUCTION SEQUENCE. ABOVE FLOOR, 5.1 SQUARE FEET OF OPENABLE AREA, 24 INCH CLEAR OPENING HEIGHT, 20 INCH CLEAR OPENING WIDTH. (UBC-310.4) 2. ALL CONTRACTORS SHALL BE LICENSED IN THE STATE OF CALIFORNIA AND SHALL CARRY THE FOLLOININ6 INSURANCE: 6. NO PORTION OF THE YVORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL RL SANN il ASSOC. A. WORKERS COMPENSATION AS REQUIRED BY STATE LAW. HAS APPROVED THE SUBMISSION. ALL SUCH PORTIONS OF THE WORK SHALL BE iN ACCORDANCE KITH APPROVED SHOP DRAMIN65 B. CONTRACTORS COMPREHENSIVE GENERAL LIABILITY INSURANCE; INCLUDING BROAD FORM WMPREHENSVE AND SAMPLES. GENERAL LIABILITY ENDORSEMENT, CONTRACTUAL LIABILITY, COMPLETED OPERATIONS, AND PRODUCTS LIABILITY, IN AN AMOUNT AS REQUIRED BY THE OWNERIDIEVELOPER. T PROVIDE ALL NECESSARY OPENiN65 THROUGH FLOORS AND WALL5, BLOCKING, BACKING, ROUGH BUGK5, FURRING, CUR55, ANCHORS, G. OTHER LIABILITY INSURANCE IF REQUIRED BY ONNER/DEVELOPER. INSERTS, EQUIPMENT BASES AND FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, A/C EQUIPMENT AND ALL OTHER ITEMS REQUIRING IT TO ENSURE A COMPLETE AND PROPER INSTALLATION OF SURFACE MOUNTED AND RECE55ED ITEMS. 3. CERTIFICATES OF INSURANCE SHALL BE FROM COMPANIES ACCEPTABLE TO THE OWNER AND SHALL BE FiLED WITH THE OYINER PRIOR TO COMMENCEMENT OF THE YORK, S. WHERE LARGER STUDS OR FURRING 15 REQUIRED TO COVER STRUCTURE, DUCTS, PIPING OR CONDUIT, THE LARGER STUD 51ZE FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLE55 NOTED OTHERWISE. CONT RACiT I70C.+UMENT5 q. DOORS NOT DIMENSIONALLY LOCATED SHALL BE 6" FROM STUD FACE TO EDGE OF DOOR OR CENTERED BETYeEN WALL5 A5 SHOWN. 1. THE DRAWINGS AND NOTES MUTUALLY EXPLAIN AND ILLU5TRATE EACH OTHER AND THE REQUIREMENT5 OF BOTH ARE INCORPORATED INTO THE WORK. IN THE EVENT OF QUESTION, THE ARCHITECT SHALL GIVE INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION 10. WATER HEATERS KITH NON -RIGID CONNECTION AND OVER FOUR (4) FEET IN HEIGHT SHALL BE EQUIPPED WiTH EARTHQUAKE ANCHORING OF THE WORK. AND 5TRAPPIN6 PER UNIFORM BUILDING CODE. 2, FIELD VERIFIED DIMENSIONS SHALL BE USED AND, W1TH NOTIFICATION TO THE ARCHITECT, SHALL GOVERN OVER SCALED OR ARiTTEN 11. VENT ALL BATHROOM AND KITCHEN FANS TO OUTSIDE ATMOSPHERE. BATHROOM / KITCHEN FANS SHALL BE CAPABLE OF FIVE (5) AIR DIMENSIONS ON THE DRA1,NIN65. WRITTEN DIMENSIONS ON THE; DRANIN65 SHALL GOVERN OVER SCALED DIMENSIONS. CHANGES PER HOUR AND SHALL BE VENTED DIRECTLY OUTSIDE THE BUILDING ENVELOPE VIA SMOOTH, RIGID, NON-CORRO51VE 24 GAUGE METAL OUCTYORK. 3, CONTRACTOR SHALL MAINTAIN AT THE JOB 51TE A COPY OF ALL DRANiN65, SPECIFICATIONS, ADDENDA, ETC., AND SHALL MARK THEM TO RECORD ALL CURRENT CHANGES MADE DURING CONSTRUCTION AND ACCURATELY LOCATE ALL CONCEALED AND UNDERGROUND 12. EXIT 516N5: PROVIDE ALL ILLUMINATED AND NON -ILLUMINATED EXIT SIGNS AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY THE SERVICE AND UTILITY LINES. DELIVER ALL SUCH "A5-BUILT' RECORD DOCUMENTS TO THE ARCHITECT A5 A CONDITION OF RECEIVING LOCAL GOVERNING AUTHORITIES AND CHAPTER 10 OF THE UNIFORM BUILDING CODE. REFER TO SPECIFICATION SECTION 10400. FINAL PAYMENT. 19. PROVIDE ACCESS PANELS TO ALL CONGEALED EQUIPMENT AND OPEN SPACES (i.E., ATTICS, VOID SPACES, ETC.) AS REQUIRED BY THE 4. THESE DOCUMENTS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRAMENT OF PROFESSIONAL SERVICE, ARE THE UNIFORM BUILDING CODE AND LOCAL 6QVERNIN6 AUTHORITIES. PROPERTY OF THE ARCHITECT AND ARE NOT TO BE USED, iN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. 14. COMPLY WITH THE DISABLED ACCE551BILITY REQUIREMENTS OF CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 - PART 2 5. THESE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF DE516N CONCEPT, THE DIMEN51ON5 15. WHEN INSTALLING DRILLED -IN ANCHORS OR POMER DRIVEN PINS IN NON-PRE5TRE55ED REINFORCED CONCRETE. USE CARE AND OF THE BUILDING, THE MAJOR ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. ON THE BASIS OF THE CAUTION TO AVOID GUTTING, OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MIN. CLEARANCE OF V BETWEEN THE GENERAL SCOPE INDICATED OR DE5IRED, FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE NORK. REINFORCEMENT AND THE DRILLED -IN ANCHOR OR PIN. b. UNLE56 NOTED OTHERWISE, PLAN DIMEN5IONS ARE TO FACE OF STUD OR FACE OF CONCRETE WALLS. INTERIOR PLAN DiMEN5101,15 ARE 16. Guest rooms and habitable rooms with -in a dwelling unit shall be provide TO FACE OF STUD, UNLESS NOTED OTHERWISE. with natural light by means of exterior glazed openings with an area not -1. 00 NOT 50ALE DRAWINGS. VERIFY ALL DIMENSIONS AND 51TE CONDITIONS BEFORE 5TARTING WORK. SHOULD A DISCREPANCY APPEAR IN less than 1 /1 Ot" of the floor area; I Os.f. min. THE SPECIFICATIONS OR DRANIN65, OR IN THE YYOR.K DONE 13-' OTHERS FROM THE CONTRACT DOCUMENTS THAT AFFECT ANY WORK, 17. Guest rooms and habitable rooms shall be provided with natural NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE ventilation by means of openabie exterior openings with an area of not SATISFACTION OF THE ARCHITECT AND OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON CONTRACT DOCUMENTS HAVE BEEN OMITTED, THE CONTRACTOR 15 DEEMED TO HAVE ESTIMATED THE less than 1/201t, of the floor area:5s.f. min.. A meth. ventilation system M05T EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN may be provided capable of producing 15cu.ft of outside air/occupant. OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIAL. MA►T ERIAL5 AND YNQRKMAN5H iP 5 6 I N 1 1RA L NO T S 1. THE CONTRACTOR WARRANTS THAT ALL MATERIALS FURNISHED UNDER TH15 CONTRACT SHALL BE NEW AND AS SPECIFIED BY THE CONTRACT DOCUMENTS, 5UITABLE FOR THEIR INTENDED PURPOSE. ALL MATERIALS ARE 5UBJECT TO APPROVAL. THE YiORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND PERFORMED TO THE BEST INDUSTRY STANDARD PRACTICE. MATERIALS (SMALL SCALE) 2. ALL WORK, iN ANY STATE OF COMPLETION OR ASSEMBLY 15 SUBJECT TO APPROVAL, AND ANY WORK NOT IN ACCORDANCE WITH THE %jT MASONRY WALL REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING 50135TITUTiON5 NOT PROPERLY APPROVED (IN ADVANCE) AND AUTHORIZED, (AT TRASH ENCLOSURE) MAY BE CON5IDERED DEFECTIVE OR NON -CONFORMING AND '.EJECTED. CONTRACTOR SHALL REMOVE ALL REJECTED WORK AT H15 50LE EXPENSE AND PROMPTLY REPLACE IT ATH APPROVED CONSTRUCTION NITHOUT ADDITIONAL COMPENSATION. < `.',: • < <', a CONCRETE WALL 3. MATERIALS PROP05ED FOR SUBSTITUTION SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PURCHASE OR INSTALLATION. IT SHALL BE y N. STUD HALL (NEW) THE CONTRACTORS RESPONSIBILITY TO DEMONSTRATE THAT THE PROPOSED 5UB571TUTION 15 OF A QUALITY EQUAL TO OR HIGHER THAN THE iTEM SUBSTITUTED FOR. STUD YVALL (EXISTING) 4. ALL FINISH MATERIALS AND COLORS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OR, APPLICATION. 7 77 _ 7 7 BRICK / STONE (WHERE OCCURS) 5. THESE DRAWINGS 00 NOT NECESSARILY CONTAIN THE COMPONENTS FOR CONSTRUCTION SAFETY. "`f T-T-1�TTTTTrT GLA55 BLOCK (Nor USED) SYMBOL 6. ALL ITEMS ARE NEW UNLE55 GALLED OUT AS "EXISTING." Wzwm GATT INSULATION T THE CONTRACTOR 15 RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE 5UiLDiN6(5) ON SITE. (REFER TO SPECS AND PLANS) DETAIL NO. -----w-- 5 MATERIALS (LARGE SCALE) SHEET A8"2 8. LOCATIONS OF ALL UTILITIES ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON Owner: Michael Royster 1415 W.22" d St., Tower Floor Oak Brook, IL 60253 Local Contact: Lawrie Stocks 714 454-8824 ,ARGHITEGT : 90Ll3MRG + A550GI,ATE6 210 EAST CENTER STREET ANAHEIM, CA 52805 CONTACT: MR. RICK SOLBERG (114) 811-T'331 fax (114) 544-11456 .. - By Owner A%C-HIT`I - TURAL A-0 Cover° Sheet/ General Notes A-0.1 General Specifications A-1 Site Elan :2 A-1.1 Demo. Flan/ Floor Flan A-2 Exterior Elevations SOUBERG + A-3 Bldg. Section / Flr,/Roof Framing ASSOCIATES Structural 201 East Center Street Anaheim, CA 92805 D-1 Details Tel: +1 714 817 7331 436 `2 Details w�ww so begpl sc om Solberg + Associates reserve their commonplace copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner what- soever without first obtaining the express written permission and con- sent of Solberg + Associates nor are they to be assigned to any third party without obtaining said written permission and consent. Interior remodeling and 375 s.f addition to an existing 1260 s.f, single family residence. Lot size : 125x65 8,125 sX Zoning: R 1 Existing S.F.: Residence: 1,260 s.f Addition: 375 s.f 1 i Total: 1,635 s.f. Garage: 400 s.f I Total: 2,035 s.f1�000200 Lot Coverage: 25% Construction: Type NR or Applicable Codes: j 2001 California Energy Code (Title 24, part 6) 2001 California Building Code 2001 California Electrical Code 2001 California Mechanical Code 2001 California Plumbing Code Santa Ana Municipal Code TH15 51TE TO AVOOD INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SECTION EX15T1N6 UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE ARCHITECT 15 NOT RESPONSIBLE FOR CONTINUOUS WOOD MEMBERS A A THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES NHETHER OF NOT SHOiNN OR DETAILED AND INSTALLED BY ANY OTHER SHEET H N CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPPERATION5 iN CONJUNCTION BLOCKING SECTION W1TH THE PROSECUTION OF TH15 WSHEET ORK. A n Nq. CONFINE ALL OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE N+ORK SHALL BE DONE iN ACCORDANCE WITH ALL APPLICABLE LAMS, LOCAL ORDINANCES, PERMITS, AND THE CONTRACT DOCUMENTS, THE JOB SITE 15 TO BE MAINTAINED iN A CLEAN, ® FINISH NOW MEMBERS / TRIM NOTE ORDERLY CONDITION FREE FROM DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED KITH ANY MATERIAL OR NO. T EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND I I I I E= I I =I I E=I �, ' ' f j i ` ; ' j j' ; ' j COMPACTED SOIL DEBRIS AS A RESULT OF HIS OPERATION, 1! 1 I I I DOOR 10. ALL MATERIAL STORED ON THE 51TE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL °u NO. 7 USED, FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.$ ��o GRAVEL /AGGREGATE BASE 11. ALL CUTTIN6 FITTING, OR PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY SHALL BE DONE 50 AS D A5 AN WINDOW NOT TO ENDANGER ANY OTHER NORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL S B E PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, GUT OR DAMAGED, IN EXECUTION OF NORK SHALL BE DONE WITH I.�,' .' .,....'D ...... p Y NO. [ J APPLICABLE MATERIALS 50 THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING 51MILAR SURFACES. p . n . ' PORTLAND CEMENT CONCRETE ROOM NO. A 12. ALL REOUE5T5 FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ASPHALTIC CONCRETE ONLY IF BETTER SERVICE FACILITATES MORE ADVANTAGEOUS DELIVERY DATE, OR A LE55ER PRICE KITH CREDIT TO THE OWNER WILL BE PROVIDED NITHOUT SACRIFICING QUALITY, APPEARANCE, AND/OR FUNCTION. UNDER NO CIRCUN5TANGE HILL RL SAWN 4 A550G. BE CERAMIC TILE ELEV. NO#- ti3 REQUIRED TO PROVE THAT A PRODUCT MOP05W FOR SUBSTITUTION 15 OR 15 NOT OF EQUAL OUALITY TO THE PRODUCT SPECIFIED. MASONRY WALL SHEET NO. PERMITS 1. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND ht- t STUD HALL (NEN) ROOM OFF ICE COMPLETION OF THE WORK. STUD NALL (EXISTING) NO. 2. A CERTIFICATE OF WORKERS COMPENSATION INSURANCE MUST BE PRESENTED TO THE LOCAL BUILDING AND SAFETY BEFORE A PERMIT CAN BE ISSUED. BRICK / STONE GRID NO. $ 5AFETY AND FIRE PROTECTION PLYWOOD SHEATHING 1. THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE SAFETY OF THE WORKPLACE AND OF HIS SUBCONTRACTORS AND FOR THE REVISION NO. ` PREVENTION OF FIRE AND OTHER HAZARDS. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES REQUIRED BY ANY STEEL (SECTION VIEN) CLOUD �:•t APPLICABLE LAWS, ORDINANCES, RULES OR REGULATIONS OF PUBLIC AUTHORITIES WITH JURISDICTION OVER THE PROJECT AND SHALL CONDUCT ALL OPERATIONS IN ACCORDANCE WITH STANDARD SAFETY PRACTICES. STUCCO 2, PENETRATIONS TO FIRE RATED MATERIALS OR ASSEMBLIES 514ALL BE RESTORED TO EQUAL RATING. FIRESTOP SYSTEMS AS LISTED BY UNDER SIRITER5 LABORATORIES SHALL BE INSTALLED PER FIRE RE515TANGE DIRECTORY. FIRE STOP SYSTEMS SHALL BE AS FOLLOWS: SUSPENDED CEILING TILE (a) STUD HALLS - UL No. 14*7 (b) MASONRY WALLS - UL No. - 180/3W Z&Uc�1CCXXX�C��JX�XX BAIT INSULATION r <; ROJGT !1 live5 live INTERIOR ELEVATION SYMBOL ROOM IDENTIFICATION BUILDING GRID LINE REVISION INDICATION T IN .y r live CONSULTANTS 4-0 W Jw 0 0 W t< iO n CU ((i// I1�11II�IyI . V �+ C #+: C cc .. 00 0 E Q� C. ern * ]• Ciynf REVISIONS 2/22/05 PC submittal 3/7/05 PC Corrections PROJECT No. 0411'7 SHEET TITLE r7r/.E 514EEr :�ENVL NO 5 5f�'r lNl.EX SHEET NO. AAmwO �4 ABBRE. 5 GENERAL NO, TE5 R"41A LS L16INP S L16INP Location Map m. DRAWN BY materials symbols L ARCHITECTURAL. GENERAL NOTES TH1515 A BUILDER'S SET OF DRAWIN65. THESE NOTES ARE TO PROVIDE GENERAL INFORMATION ONLY. SPECIFICATIONS ARE TO BE PROVIDED BY CLIENT. FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTS AND SUBCONTRACTS, THE NOTES ARE SEPARATED INTO TITLED SECTIONS. SUCH SEPARATIONS SHALL NOT OPERATE TO MAKE THE ARCHITECT AN ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS. CONTENTS: VIV151ON NUMBER TITLE 1 GENERAL REQUIREMENTS 2 51TEAORK 3 CONCRETE 4 MASONRY 5 METALS 6 W0005 b PLASTICS 7 THERMAL 4 MOISTURE PROTECTION 6 DOORS 4 WINDOWS q FIN15HES 10 SPECIALTIE5 11 EQUIPMENT 12 FURNISHINGS 13 SPECIAL CONSTRUCTION 14 CONVEYING EQUIPMENT 15 MECHANICAL 16 ELECTRICAL 11 MISCELLANEOUS DIVISION 1- GENERAL REQUIREMENTS SECTION 1-A ARCHITE675 STATUS: THE ARCHITECT DOES NOT GUARANTEE THE GENERAL CONTRACTOR'5 AND/OR SUBCONTRACTOR'S PERFORMANCE, AND NO PROV15IONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE GENERAL CONTRACTOR AND/OR 5UB-CONTRACTOR FROM ANY LIABILITY DUE TO 6ENERAL CONTRACTOR'S AND/OR 5UB-CONTRACTOR'S PERFORMANCE, INCOMPETENCE OR ERRORS OF OM155ION OR COMMISSION OF THE SUB -CONTRACTOR. SECTION 1-B CODES: ALL CODES HAVING JURISDICTION SHALL BE 055ERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT. INCL.UDIN6 ALL APPLICABLE FEDERAL, STATE, COUNTY, CITY OR 60VERNIN6 A6ENCIE5 ZONING CODE, PLANNING CODE, BUILDING CODE, MECHANICAL CODE, PLUMBIN6 CODE, ELECTRICAL CODE, FIRE CODE OR ANY OTHER CODES, RULES, RE6ULATION5 OR AMENDMENTS. GENERAL CONTRACTOR AND/OR SUB- CONTRACTOR SHALL VERIFY ALL GORE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. I.C.B.O. APPROVED NUMBERS ARE CITED THROUGHOUT THESE NOTES AS A STANDARD. MATERIALS REOUIRIN6 OTHER JURISDICTIONAL APPROVALS MUST BE PROVIDED. SECTION I-C ERRORS AND OMISSIONS,. ERRORS OR CM1551ONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN ARITIN6 AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR W1LL BE HELD R-SPON51BLE FOR THE RESULTS OF ANY ERRORS, DI5CREPANCIE5, OR OM155ION5 WHICH THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHOULD HAVE FOUND AND FAILED TO NOTIFY THE ARCHITECT OF BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SECTION 1-0 JOB CONDITIONS: THE GENERAL. CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL. OIMEN51ONS AND JOB CONDITIONS AT THE JOB SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE THE ORDERLY PR06RES5 OF THE WORK. THE GENERAL CONTRACTOR AND/OR 5U8-1CONTRAGTOR SHALL BE RESPON5IBLE FOR A55URIN6 THAT EACH SUBCONTRACTOR PERFORMS THE WORK IN ACCORDANCE WITH ALL CODES IN A TIMELY MANNER TO A55URE COORDINATION WITH THE OTHER SUBCONTRACTORS. 5ECTION 1-E WORK NEGE55ARY TO COMPLETE CONSTRUCTION: IT 15 THE PURP05E OF THESE DRAWINGS AND NOTES TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEM5 MARKED "N.I.G." (NOT IN CONTRACT). SECTION 1-F CLEAN UPS AND PROTECTION: A. PROTECTION: ADEQUATELY PROTECT ALL AQRK FROM DAMAGE BY SUBSEQUENT GON5TRUCTION OPERATIONS. DAMAGED WORK SHALL BE REFINISHED OR REPLACED. B. GENERAL CONTRACTOR AND/OR 5UB-CONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, 501LIN6, PAINT OVER5PRAY, ETC, ALL FIXTURES, EQUIPMENT, 6LAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. DIVISION 2 - 51TE WORK SECTION 2-A EARTHWORK: (SEE CIVIL EN6INEERIN6 DRA1^11N(55 AND NOTES) 501L REPORT: PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE AITH THE FINAL SOIL*, GOMPAGTION AND GEOLOGICAL REPORTS, A. A5 PREPARED BY: B. DATED: DIVISION 3 - CONCRETE SECTION 9-A CONCRETE AORK (CAST -IN -PLACE): (ALSO SEE STRUCTURAL NOTES) FOUNDATIONS: A. INSTALL AS INDICATED IN THESE DRAWING5 OR A5 DIRECTED BY THE FINAL 50ILS REPORT. SECTION 3-B REINFORCING STEEL.: (ALSO SEE STRUCTURAL NOTES) SECTION 3-C LIGHTWEIGHT GONCRI<TE A. MATERIALS: LIGHTWEIGHT CONCRETE TO BE ELASTIZELL, LITE-GRETE OR ACCEPTABLE EQUAL. B. TESTIN& MATERIAL USED SHALL HAVE REG06NIZED TEST RESULTS FOR SOUND TRAN5MI551ON (5TG 3 IIC) AND FIRE RE515TANGe. C. INSTALLATION: MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND THICKNESS AS INDICATED ON DRAWIN65. DIVISION 4 - MA50NRY SECTION 4-B CONCRETE UNIT MASONRY: (ALSO SEE STRUCTURAL NOTES) COORDINATION: COORDINATE W1TH ALL OTHER TRADES INH05E WORK RELATE5 TO BLOCK MASONRY INSTALLATION FOR PLACING OF ALL REQUIRED BLOCKING, SUBFRAMIN6, 5AGKIN6, FURRING, ETC., TO ENSURE PROPER LOCATIONS. PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES: PLACE ANCHORS, SOLTS,PIPES, SLEEVES, NAILERS, BLOCKOUT5, REOLET5, FITTIN65, CONDUIT5, ETC., PROVIDED BY OTHER TRADES WITHIN MASONRY. COOPERATE W1TH TRADES INVOLVED. MEASUREMENTS: VERIFY ALL DIMENSIONS SHORN ON DRAWIN65 BY TAKING FIELD MEASUREMENTS. PROPER FIT AND ATTACHMENT OF ALL BLOCK MASONRY 15 REQUIRED. GROUTS: (SEE STRUCTURAL NOTES) MORTAR - MIX - (SEE STRUCTURAL NOTES) CONSTRUCTION (GENERAL): A. GENERAL: AALL5 SHALL BE; 5TRAI64T, PLUMB, AND TRUE, WITH ALL COURSE5 TRUE TO LINE AND LEVEL, BUILT TO DIMENSIONS SHOWN. CELLS SHALL BE FILLED SOLID WITH 6ROUT AS INDICATED. BLOCK5 5HALL BE LAID UP WITH WATERPROOF TYPES MORTAR. CLEAN UNITS BEFORE PLACING. USE MASONRY SAW FOR CUTTIN6. B. CLEANOUTS: CLEANOUT OPENING SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF GROUT WHEN SUCH LIFT OR POUR OF 6ROUT 15 IN EXCE55 OF 4 FEET IN HEIGHT. CLEANOUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE 6ROUTING. DIVISION 5 - METALS SECTION 5-A MI5CELLANEOUS AND STRUCTURAL METAL5: (5EE STRUCTURAL NOTES) METAL FABRICATED ITEMS: METAL ITEMS AND THEIR RELATED COMPONENTS ARE NOT NECESSARILY INDIVIDUALLY DESCRIBED. THE M05T IMPORTANT AND THOSE REQUIRING DETAILED DESCRIPTION ARE NOTED. MISCELLANEOUS ITEMS NOT DESCRIBED SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE INTENT OF THE DRA NIN65 AND NOTES AND AS REQUIRED TO COMPLETE THE WORK. STEEL INSERTED INTO CONCRETE TO BE GALVANIZED (RAILING, BUMPER 6UARD5,FEN0N(5, ETC.) DIVISION b - WOODS d PLASTICS SECTION 6-A ROUGH CARPENTRY: (SEE STRUCTURAL NOTES) REFERENCED NOTES AND STANDARDS: A. MARKING: WOOD A140 TIMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A PIECE WITH DEFECTS RENDERING IT UNSUITABLE FOR USE INTENDED SHALL NOT BE USED RE6ARDLES5 OF GRADING. LUMBER GRADING: UNLE55 OTHERWISE NOTED LUMBER SHALL CONFORM TO THE FOLLOWIN&: A. SEE 5TRUCTURAL NOTES FOR FRAMING LUMBER AND PLYWOOD SHEATHIN6. B. EXTERIOR WOOD TRIM SHALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CEDAR OR PINE - UNLE55 OTHERWI5E NOTED ON THE DRAWIN65. C. EXPOSW EAVE AND RAKE 5HEATHIN6 SHALL BE SELECT TI6HT KNOT CEDAR OR PINE i OR BETTER 1 x 6 V-GROVE T46 AS SHOWN ON DRANNIN65. i D. ROOF DECKING SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE AS 5HOWN ON DRAWIN65. E. EXTERIOR. DECKS, PATIOS, BALCONIES, LA NDIN65 AND 51MILAR 5PACE5 SHALL BE i PLYWOOD SHEATHING EXTERIOR 6RADE (SEE PLANS). F. TRUSS CONTRACTOR WHO 15 AWARDED BID SHALL PREPARE AND SUBMIT PLANS AND CALCULATIONS REQUIRED BY SUBJECT GOVERNING AGENCY. 6. PRIOR TO FABRICATION, TRU55 MANUFACTURER TO PROVIDE MINIMUM (4) SETS OF FABRICATION AND ERECTION ORANNG5 TO GENERAL CONTRACTOR FOR APPROVAL. GENERAL CONTRACTOR SHALL SUBMIT (3) 5TO ARCHITECT FOR REVIEW AND I ET5 . COMMENT OF ARCHITECTURAL INTENT ONLY. GENERAL CONTRACTOR 15 50LEY j RESPONSIBLE FOR CHECKING DRAW1NC75 FOR DIMENSIONS, SPANS, LOCATIONS, ETC. 5UB-FL0ORING INSTALLATION NOTES: i A. INTERIOR PLYWOOD SHALL BE SECURED TO FRAMING MEMBERS WITH ADHESIVE (B.F. C700PRICH "PLASTIKON 400" OR EQUAL) AND NAILED PER STRUCTURAL NOTES. li WOOD FLOORS SHALL BE LEVEL TO WITH A 1/6" IN 46" AND 1/4" IN %". i B. ALL EXTERIOR DECKS, PATIOS BALCONIES, LANDIN65 AND SIMILAR 5PACE5 SHALL BE SHEATHED WITH 3/4" EXTERIOR GRADE PLYWOOD AND SLOPE 1/4" PER FOOT i MINIMUM AWAY FROM BUILDIN6 UNLESS NOTED OTHERWISE. i HANGERS, FRAMIN6 ANCHORS AND FASTENERS: (SEE STRUCTURAL NOTES) ALL HANGERS AND ANCHOR5 SHALL BE GALVANIZED OR SHOP PAINTED WITH RUST i INHIBITIVE PAINT. PRESERVATIVE -TREATED LUMBER: A. INSTALL PRE55URE TREATED LUMBER AT ALL CONDITIONS WHERE LUMBER IS IN i CONTACT WITH CONCRETE OR WITHIN 6" OF FINISHED 6RADE. B. ALL EXPOSED OR 150LATEP PIERS, EXTERIOR STRINGERS, POSTS AND 0OL.UMN5 SHALL BE PRESSURE TREATED LUMBER UNLE55 THE CONCRETE OR MASONRY SUPPORTING THE STTN6ERS AND P05TS ARE 6" MINIMUM ABOVE FINISHED GRADE. LET -IN BRACE: PROVIDE 1 x 6 LET -IN BRACE AT EACH CORNER AND EVERY 25 FEET OF THE EXTERIOR HALL AT EACH FLOOR WITH A MINIMUM OF FOUR STUD SPACES BETWEEN BRACES. SECTION 6-13 FIN15H CARPENTRY: MILLWORK $ WOOD CASE WORK: MANUFACTURE MILLWORK AND CASEWORK PER THE "MANUAL OF MILLWORK" OF THE WOODWORK INSTITUTE OF CALIFORNIA. CUSTOM 6RADE UNLE55 NOTED OTHERWISE. INSTALLATION: INSTALL ALL 5HELVIN6, CASEWORK, MILLWORK, DOORS, HARDWARE, RAILING, TRIM, COUNTERS, CABINETS, VANITIES, UTILITY BACKBOAR05 AND OTHER FIN15H CARPENTRY. SECTION 6-C LAMINATED PLASTIC FINISHES: STANDARDS: NEMA PUBLICATION - LDI - LATEST EDITION - TYPE 2, GLASS I. LAMINATE PLASTIC: FORMICA, NILSON ART, NEVARMAR OR APPROVED EQUAL 1/16 " THICK GENERAL PURPOSE GRADE 10. APPLICATION: LAMINATE PLASTIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. SPLA5HE5 SHALL BE FULLY FORMED. RAN6E CUTS AND COUNTERS SHALL BE SELF -EDGED. SECTION 6-0 SYNTHETIC COUNTER Q VANITY TOPS: WHERE INDICATED ON INTERIOR ELEVATION5, 5HALL BE CULTURED MARBLE WITH HEAVY PAPER AND TAPED SECURELY BY IN5TALLER FOR PROTECTION. DIVISION 1 THERMAL 4 MOISTURE PROTECTION SECTION -1-A ROOFING AND MEMBRANES: STANDARDS: A. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) "THE NRCA ROOFING AND WATERPROOFING MANUAL". B. SEALANT AND WATERPROOFING INSTITUTE (51141) AND WATERPROOFING CONTRACTORS ASSOCIATION. TILE ROOFING: SHALL MEET TEST STANDARDS OF I.C.B.O. 32-12, A. SLOPE OF ROOF: 5" IN 12" MINIMUM. B. UNDERLAYMENT: ONE LAYER OF 40# FELT OVER SOLID SHEATHIN6 (PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS). C. TILE WITH ANCHOR L.UG5: USE 1 x 2 WOOD STRIPS OVER UNDERLAYMENT5. D. ATTACHMENT. PER MANUFACTURERS SPECIFICATIONS. E. VERIFY INSTALLATION WITH THE ROOFIN6 TILE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. BUILT-UP ROOFING: A. MATERIALS, MANVILL.E THREE PLY GRAVEL SURFACE FIBER6LA55 BUILT-UP ROOF SPECIFICATION NUMBER 3 6NG OR APPROVED EQUAL. U,L. CLASS A BONDABLE FOR 20 YEARS. MATERIALS PER 100 50. FT. SHEATHING PAPER - LAYER FELTS. 6LA58A5E .OR VENTSULATION FELT - 1 LAYER. 6LASSPLY PREMIER OR 6LA5SPLY IV -1 LAYER. 6LASSPLY PREMIER OR 6L.A5SPLY IV - 2 PLIES. BITUMEN - 23 LB5/PLY/50UARE SURFACIN6 - 400 LB5 GRAVEL/SQUARE OVER 60 L85/SQUARE ASPHALT. B. VERIFY INSTALLATION WITH NRCA "ROOFING d WATERPROOFING MANUAL" AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION. C. ALL BUILT-UP ROOFING SHALL SLOPE PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS OR AS A MINIMUM STANDARD 3/6" PER FOOT, 1/4" PER FOOT AT CRICKET LOCATIONS, ENDURO-KOIE WATERPROOF MEMBRANE TRAFFIC TOPPING AT DECKS, BALCONIES, LANDING, PATIOS AND SIMILAR SPACES: A. WATERPROOF MEMBRANE TRAFFIC TOPPIN6 SHALL BE APPLIED BY AN APPROVED APPLICATOR IN ACCORDANCE W1TH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. B, PROTECTION: ADEQUATELY PROTECT ALL WORK FROM DAMAGE BY SUBSEQUENT CONSTRUCTION OPERATIONS. PROTECT MEMBRANE UNTIL FLOOR OVERLAY 15 INSTALLED. DAMAGED WORK SHALL BE REFINISHED OR REPLACED. C. ALL AATERPROOF MEMBRANE SURFACES SHALL SLOPE PER THE MANUFACTURER'5 PRINTED INSTALLATION INSTRUCTIONS OR AS MINIMUM STANDARD 1/4" PER FOOT, D. SYSTEM TO COMPLY IN/ ICSO REPORT # 4225, ONE -HOUR FIRE RESISTIVE CONSTRUCTION STANDARDS. WATERPROOF MEMBRANE: A. WATERPROOF MEMBRANE AT PITS AND WALLS BELOW GRADE. B, WATERPROOFING SYSTEM A1TH 1/2" APOC BOARD OVER ALL WATERPROOFING. INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. DIVISION 7 - THERMAL 4 M015TURE PROTECTION (CONT.) SECTION 743 SHEET METAL: MEASUREMENTS: . VERIFY ALL DIMENSIONS SHOWN ON DRAWIN65 BY TAKIN6 FIELD MEASUREMENTS. PROPER FIT AND ATTACHMENT ON ALL PARTS 15 REQUIRED. STANDARDS: ALL WORK INCLUDED IN THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATION CONTAINED IN THE LATEST EDITION OF THE "ARCHITECTURAL SHEET METAL MANUAL", PUBL15HW BY THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'5 NATIONAL ASSOCIATION. ZINC -CRATED (GALVANIZED) STEEL: (CALLED "6ALVANIZED IRON" HEREINAFTER AND ON DRAWINGS.) SHALL CONFORM TO FEDERAL SPEC. 00-57T5A, TYPE 1, CLASS 4: EITHER GALVANIZED OR BONDERIZED. A5TM A-413, COATING GLA551.50 OZ. PER 50, FT. UNLE55 OTHERWISE INDICATED, ALL METAL 26 6AU6E. INSTALLATION: SHEET METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONS WHERE DIFFERENT MATERIALS INTERSECT SUCH AS ROOF TO WALL, ROOF TO ROOF, DECK/BALCONY/ LANDIN6 TO WALL, PENETRATIONS INTO INAL.L5. SHEET METAL FLA5HIN615 NOT LIMITED TO ABOVE MENTIONED ITEMS BUT SHALL ALSO INCLUDE ALL OTHER LOCATION5 RECOMMENDED IN THE "ARCHITECTURAL SHEET METAL MANUAL". VALLEY FLASHING: 26 6AU&E 6ALVANIZED IRON, 24" WIDE FOR TILE (1" HIGH) RAISED CENTER DIVERTER. THE CENTER OF ALL FLA5HIN65 FOR ALL THROUGH ROOF VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS, SHALL. NOT BE LE55 THAN 16" FROM CENTER OF ANY VALLEY. SEE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS FOR RECOMMENDATION5 FOR MISSION TILE OR FLAT CONCRETE TILE. SECTION 7-C INSULATION: INSULATION: SHALL BE PROVIDED AND INSTALLED PER TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. DWEL LIN6 UNITS IN BL.D6, T SHALL RECEIVE A MINIMUM OF R1q BLANKET INSULATION AT ROOFS, R19 AT INALLS AND R19 AT ALL FLOORS OVER UNHEATED SPACES BETWEEN UNITS AND AT HARD SURFACE FLOORING. DWELLING UNITS IN BI.D&. '2' SHALL RELIEVE A MINIMUM OF R-1q BLANKET INSULL.ATION AT ROOFS, R-19 AT INAALLS AND R-13 AT ALL FLOORS OVER UNHEATED SPACES BETWEEN UNITS AND AT HARD SURFACE FLOORING. UNLESS NOTED OTHERWISE PROVIDE THERMAL INSULATION IN ALL EXTERIOR STUD WALL5, EXTENDING FULL HEIGHT OF WALL-5, TIGHTLY SECURED BETWEEN STUDS. SECTION 1-0 CAULKING d SEALANTS: CODES AND STANDARD: A. SEALANT AND WATERPROOFERS INSTITUTE (SWI). B. NATIONAL ROOFING CONTRACTORS A550CIATION (NRCA) "NRCA ROOFING AND WATERPROOFING MANUAL". INSTALLATION: INSTALL PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. SEALANT LOCATIONS: A. NON POROUS SURFACE SUCH AS 6LASS, METAL, CERAMIC, TILE AND PLASTIC. B. POROUS SURFACES SUCH AS BLOCK AND CONCRETE. G. LOCATIONS SUCH AS CERAMIC TILE, PLUMBING FIXTURES, AND OTHERS WHERE MILDEW RESISTANT SEALANT 15 REQUIRED. D. LOCATION WHERE H16H DE6REE OF MOVEMENT 15 ANTICIPATED. E. JOINTS AND CRACKS AROUND WINDOWS, THRESHOLDS, DOOR FRAMES, WALL PENETRATIONS, CONNECTIONS AND OTHER JOINTS NECESSARY TO SEAL OFF BUILDING FROM OUTSIDE AIR AND MOISTURE. F. ALL JOINTS NECESSARY TO MAKE THE BUILDIN6 WATERT6HT AND TO PREVENT THE PA55AGE OF DIRT, DUST, WIND, AIR OR WATER. SECTION '7-E BUILDIN6 PAPER: (15 LBS FELT MIN): FEDERAL SPECIFICATION UU-S-190. INSTALL UNDER EXTERIOR 510ING AND TRIM AND CAREFULLY APPLY 50 AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE OF WATER BEHIND THE FRAME: INSTALL SISALKRAFT PAPER AT EXTERIOR DOOR AND AINDOW FRAMES. DIVISION 8 - DOORS 4 WINDOWS SECTION 8-A ROOD DOOR: STANDARDS: ALL DOORS SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL A000 WINDOW AND DOOR ASSOCIATION, WOODWORK INSTITUTE OF CALIFORNIA AND TITLE 24 CALIFORNIA ADMINISTRATIVE GORE. A. GRADE ECONOMY OR CUSTOM. EXTERIOR DOOR: A. FLUSH WOOD DOORS: 1 3/4" SOLID CORE, (EXTERIOR 6rade, FLUSH FACE, PAINT GRADE TEMPERED HARDBOARD FAGS, UNLE55 OTHERWISE NOTED.) B. ENTRY DOORS: SEE DRAWINGS. (EXTERIOR GRADE) C. UTILITY METERS, HOT WATER HEATER OR F.A.U. ENCLOSURE5 AND SIMILAR 000R5: 1. 1 3/4" 50LID GORE (EXTERIOR 6RADE), FLUSH FACE PAINT 6RADE TEMPERW HARDBOARD FACE, UNLE55 OTHERWISE NOTED. 2. METAL GLAD OR 1 3/4" HOLLOW METAL DOOR PER THE STEEL DOOR INSTITUTE (501) STANDARD S.M.100-85, GALVANIZED OR PAINTED WITH RUST INHIBITIVE PAINT. INTERIOR DOORS: A. FLUSH WOOD DOORS: 1 3/8" HOLLOW CORE, PAINT GRADE, HARDBOARD FACE, PAINTED 1200R5 UNLESS OTHERWISE NOTED. B. WARDROBE DOORS: MANUFACTURER AS SELECTED BY CLIENT: 1 1/8" OR 1 3/6' HOLLOW CORE FLUSH, PAINTED HARDBOARD DOORS, UNLE55 OTHERWISE NOTED, 6A5,'A6E DOORS: A. OVERHEAD 000R5: HARDWARE TO COMPLY WITH CHAPTER 8-19 AND B-14 OF THE TITLE 24, CALIFORNIA ADMIN15TRATION CODE, SECTION 8-B ALUMINUM SLIDING DOOR5 AND ININVOW5: ALUMINUM 5LIDIN6 WINDOM: MANUFACTURER AS SELECTED BY CLIENT WITH NAIL -ON FIN UNLESS OTHERWISE NOTED. WINDOWS SHALL COMPLY W1TH ANSI/AAMA 5PEC. 101-65. ALUMINUM 5LIDIN6 DOORS: MANUFACTURER AS SELECTED BY CLIENT AITH NAIL -ON FIN UNLESS OTHERWI5E NOTED. DOORS SHALL COMPLY WITH ANSI/AAMA SPEC. 101-65. SCREENS: PROVIDE ALUMINUM FRAMED FIBERGLASS SCREEN AT EACH OPEN VENT. SECURITY. ALL DOOR AND WINDOWS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. SECTION 8- , 6LA55 GLAZING A. GLASS: SHALL BE SIZED IN CONFORMANCE W1TH CHAPTER 54 U.B.G. TEMPERED 6LA55 SHALL BE INSTALLED WHEN REQUIRED BY CHAPTER 54 U.B.C. B. STANDARDS: TITLE 24, CALIFORNIA ADMINISTRATIVE CODE; SAFETY STANDARD F ARCHITECTURAL &LAZIN6 MATERIALS (16 CFR 1201)155UED BY THE CONSUMER PRODUCT SAFETY G0MM1551ON, EFFECTIVE JULY 6, 11M G. PROVIDE TEMPERED 6LA65 IN THE FOL.LOWIN6 LOCATIONS: 1. GLAZING: OPERABLE OR INOPERABLE, ADJACENT TO A DOOR AND WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE 15 AITHIN 12 INCHES OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM W6E 6 LESS THAN 60 INCHE5 ABOVE THE FLOOR OR WALKIN6 SURFACE. 2. &LAZIN6 IN FIXED PANELS WHICH HAVE A 6LAZED AREA IN EXCE55 OF 9 SQUARE FEET AND THE LOWEST E06E 15 LE55 THAN 18 INCHES ABOVE THE FIN15HED FLOOR LEVEL OR WALKING SURFACE WITHIN 36 INCHES OF SUCH 6LAZING. D. ALL ESCAPE OR RESCUE WINDOW5 SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.1 SQUARE FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH SHALL BE 20 INCHES. AHEN WINDOA5 ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEI&HT NOT MORE THAN 44 INCHES ABOVE THE FLOOR, E. SLIDING GLASS DOORS (PATIO TYPE) HAVE A MINIMUM CATEGORY CLASSIFICATION OF II PER LATEST EDITION UBG 5TD, 54-2, TABLE 54-2-A. F. GLAZING 1N DOORS AND FIXED GLAZED PANELS OF MORE THAN NINE SQUARE FEET HAVE A MINIMUM CATEGORY CLASSIFICATION OF 11 PER LATEST EDITION UBC STD. 54-2, TABLE 54-2-A. 6. 6LAZIN6 IN DOOR5 AND FIXED GLAZED PANELS OF NINE 50. FT. OR LESS HAVE A MINIMUM CATEGORY GLA551FICATION OF I PER LATEST EDITION 5TD. 54-2, TABLE 54-2-A. H. &LAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS HAVE A MINIMUM CATE&ORY CLASSIFICATION OF 11 PER LATEST EDITION UBC, STD. 54-2, TABLE 54-2-A. 1. 6LAZED WARDROBE DOORS MEET IMPACT TEST PLP2 LATEST EDITION UBC, STD. 54-2, PART 11. LAMINATED 6LA55 MUST AL50 MEET THE TEST REQUIREMENTS OF LATEST EDITION UBC STD. 54-2, PART 11. SECTION 8-D HARDWARE: HARDWARE LIST: THE 5UBGONTRACTOR SHALL PROVIDE A DETAILED L15T OF ALL HARDWARE, MATERIALS, MANUFACTURER AND CATALOG NUMBERS. SUPPLIER SHALL BE RESPONSIBLE FOR A COMPLETE JOB WHETHER OR NOT LISTED. DIVISION q - FINISHES SECTION q-A GYPSUM DRYWALL CONSTRUCTION: STANDARD*: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE WITH' AAMERICAN STANDARD NOTES FOR THE APPLICATION AND FINISHIN6 OF 6YPSUM WALL BOARD", AS APPROVED BY THE AMERRICAN NATIONAL STANDARDS ASSOCIATION (ANSI) LATEST EDITION. APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OF THESE NOTES EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR IN THESE NOTES, IN LOCAL CODES, OR BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE FOLLOWED., 6YPSUM WALLBOARD: A. ASTM C 36 WITH RECESSED LON6ITUDINAL ED6M THICKNESS AND TYPE WILL BE AS CALLED FOR IN THE DRAWING*. B, PROVIDE WATER RM15TANT GYPSUM WALLBOARD AT ALL MOIST AREAS OR PER LOCAL CODES. NAILS: ANNULAR RINGED NAILS, A5TM C 560 1 3/8 " OR 1 1/2 ". NAILING SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO TAPING JOINTS. SECTION 11-B LATHIN6 AND PLASTERIN6: MATERIALS: A. REFERENCE NOTES: LATHING MATERIALS AND THEIR APPLICATION AND PLASTER MATERIALS AND THEIR APPLICATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED NOTES FOR LATHING, FURRING, AND PLA5TERIN6", OF THE NATIONAL FOUNDATION FOR LATHING AND PLASTERIN6, INC. B. WIRE MESH: 1 1/2" MESH, SEVENTEEN 6AU6E, 6ALVANIZEI? BEFORE OR AFTER iNEAVING, OR APPROVED EQUAL. C. WATERPROOF PAPER: PLASTER KRAFT BUILDING PAPER, FEDERAL NOTES UU-13-190, OR EQUAL. D. METAL LATH: SHALL BE STANDARD DIAMOND MESH, GALVANIZED WEIGHING THREE (3) POUN05 PER 50. FT. E. RIB LATH: SHALL BE FLAT RIB, 1/8", 3.4 L.BS. PER 50, YARD, 6ALVANIZE0. SECTION 41-0 RESILIENT FLOORING: INSTALLATION: INSTALL ALL WORK IN STRICT ACCORDANCE WITH RESILIENT TILE INSTITUTE AND MANUFACTURER'5 PRINTED INSTALLATION INSTRUCTIONS. INSTALLATION ONLY BY CONTRACTOR'5 APPROVED BY THE MANUFACTURER. APPLY PRIMER IN DANCE WITH PRINTED INSTRUCTIONS OF THE MANUFACTURER. I SECTION 9-0 PAINTING: APPLICATION: A. APPLICATION OF PAINT, STAIN OR OTHER COATIN6 SHALL BE IN STRICT ACCORDANCE WITH THE PAINTING AND DECORATING CONTRACTORS OF AMERICA 1 (PDCA) "PAINTIN65 SPECIFICATION MANUAL" AND PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. READY -MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUCTIONS. B. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTERS FINISH EXCEPT COLOR COORDINATED FACTORY FIN15H SURFACES. G. ALL SURFACES TO BE FIN15HED SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, 6REASE, ASPHALT, RUST AND ETC). i D. APPLICATION SHALL BE IN A WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE PER THE MANUFACTURERS PRINTED INSTRUCTIONS. APPLICATION MAY BE BY BRUSH OR ROLLER OR BY SPRAY IF PAINT 15 FORMULATED FOR SPRAY APPLICATION. MATERIALS: A. PAINT. TO BE 5EL.ECTE0 BY CLIENT. B. STAIN: TO BE SELECTED BY CLIENT. I FINISHES: A. EXTERIOR WOOD: TWO COATS STAIN, PER (PDCA) AND THE MANUFACTURER'S] PRINTED INSTRUCTIONS. B. EXTERIOR METAL. ONE COAT SEMI-6LO55 ENAMEL OVER ONE COAT METAL PRIMER PER (POCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. C. INTERIOR FINISHES: REFER TO FINISH 5CHEDULE ON ORAININ65. SECTION q-E CERAMIC 71L.E 3 PAVERS: A. ALL MATERIALS SHALL BE QUALITY CERTIFIED BY THE TILE COUNCIL OF AMERICA TO EQUAL OR EXCEED "STANDARD GRADE" REQUIREMENTS OF TGA 131.1 LATEST EDITION. B. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST ED111ON OF "HANDBOOK FOR CERAMIC TILE INSTALLATION % TILE COUNCIL OF AMERICA, INC. (TGA). C. INSTAL.LA11ON AS SPECIFIED IN (TCA) "HANDBOOK METHOD" 1. "17112" FOR FIRST FLOOR 2. "F141" FOR FLOORS ABOVE 3. 74249" FOR WALL INSTALLATION DIV15ION 10 - SPECIALTIES SECTION 10-A M15CEL.L ANEOU5 d SPECIALTIES: INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS AND ACCEPTED SHOP 17"NG5. ADHESIVE INSTALLATION WILL NOT BE PERMITTED. SECTION 10-B BATHROOM ACCE55ORiE5: PROVIDE BATHROOM ACCESSORIES AS INDICATED ON THE DRAWINGS. DIV151ON 11 - APPLIANCES 4 5PECIAL EQUIPMENT SECTION 11-A APPLIANCES AND SPECIAL EQUIPMENT: MEASUREMENTS: VITRIFY ALL DIMENSIONS SHORN ON THE DRAWIN65 BY TAKING FIELD MEASUREMENTS. PROPER FIT AND ATTACHMENT OF ALL PAR11515 REQUIRED. DIVISION 12 - FURNISHINGS NOT INCLUDED IN THESE NOTES. DIVISION 13 - SPECIAL CONSTRUCTION NOT INCLUDED IN THESE NOTES, DIV15ION 14 - CONVEYING EQUIPMENT NOT INCLUDED IN THESE NOTES. DIVISION 15 - MECHANICAL SECTION 15--A HEATING 8 AIR GONDITIONIN6: RULES AND RE6UL.A7IONS: ALL WORK AND MATERIAL* SHALL BE IN FULL ACCORDANCE WITH THE LATEST AMERICAN SOCIETY OF HEATIN6, REFRIGERATION AND AIR-CONDITIONIN6 EN6INEER. REFRIGERATION AND AIR-CONDITIONING ENGINEER STANDARDS, AND THE LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING A6ENCIE5 UNIFORM CODES, RULES, REGULATIONS OR AMENDMENTS. NOTHIN6 IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMIN& TO THESE CODES. DRAWIN&5: PREPARED BY SEPARATE CONTRACT. MATERIALS AND EQUIPMENTS: A. DUCTWORK: DUCTWORK SHALL COMPLY WITH THE MINIMUM WE1614T STANDAR05 AS SET FORTH IN THE UNIFORM MECHANICAL CODE. 6ALVANIZED FITTINGS SHALL BE INSULATED WITH 1" FIBERGLASS. PROVIDE AUTOMATIC FIRE DAMPERS AND MISCELLANEOUS MATERIAL$ Y4HERE REQUIRED BY CODE OR DE516N. FABRICATION AND INSTALLATION: A. EQUIPMENT CLOSETS: SHALL BE SIZED TO PROVIDE 6" CLEARANCE FROM EQUIPMENT UNIT AT SIDE.*, FRONT, AND REAR OR PER LOCAL CODE. VERTICAL FAN COIL UNIT CLEARANCES SHALL BE PER CODE. B. FLUES: PROVIDE FLUES, COMBUSTION AIR VENTING AND FRESH AIR DUCTING AND 6RILL.ES FOR EQUIPMENT A5 REQUIRED BY LOCAL CODE. DIVISION 15 - MECHANICAL SECTION 15-B PLUMBING: RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING AGENGIE5 UNIFORM CODES, RULES, REGULATION OR AMENDMENTS. NOTHING IN THESE DRAININ65 OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ORAWIN65: PREPARED BY SEPARATE CONTRACT. POPPER TO STEEL CONNECTIONS: ALL COPPER PIPE CONNECTIONS TO FERROUS PIPING SHALL BE MADE WITH DIELECTRIC COUPLIN65 OR 150LATION FLAN6E5. NATE AND VENT SYSTEM: ALL SOIL, WASTE AND VENT PIPING SHALL BE APPROVED ASS PER LOCAL CODE UNLE55 NOTED OTHERWISE. ALL PIPIN6 SHALL BE 51ZED AS REQUIRED BY SUBJECT 60VERNIN6 AGENCY. CLEANOUT LOCATIONS SHALL BE LOCATED IN LEAST VISIBLE AREAS. DOMESTIC WATER PIPING SYSTEM: ALL WATER SUPPLY LINES SHALL BE COPPER. TYPE L BELOW SLAB AND TYPE M ABOVE SLAB. NO FITTIN6 SHALL OCCUR BELOW SLAB. WATER HEATING SYSTEM: PROVIDE, INSTALL. AND CONNECT PIPING, VENTING AND EQUIPMENT REQUIRED TO COMPLETE THE IYNATER HEATING SYSTEM. PROVIDE PRESSURE AND TEMPERATURE RELIEF VALVE AND PIPE TO OUTSIDE OF BUILDING. DOMESTIC GAS SERVICE: PROVIDE GAS LINE TO GAS -FIRED EQUIPMENT INCLUDING WATER HEATER, POOL EQUIPMENT, FURNACES, AND FIREPLACES. PLUMBING TO BE RECESSED IN WALL. Provide seismic stra �Ilrig as req'd by code. ANTI451PHON HOSE 51BB1 INSTALL IN ACCORDANCE WITH LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING A6ENCIES CODES OR REGULATIONS. PLUMBING FIXTURES AND EQUIPMENT: A. GENERAL: PROVIDE AND INSTALL ALL FIXTURES AND EQUIPMENT SHOWN ON THE DRAWIN65 OR NOTED HEREIN. ALL EXPOSED BRA56 TUBING SUPPLIES, CAST BRASS TRAPS, H05E BIBBS, AND WASTE PIECES AND OTHER BRA55 TRIM SHALL BE HEAVY POLISHED CHROME PLATED. FINISH ALL PIPIN6 THROUGH WALLS, FLOORS OR CEILING WITH CHROME PLATED INAL.L FLAN(* 5 OR ESCUTCHEONS, COMPRESSION STOPS, STRAINERS, TAIL-PIECE5, TRIM, ETC., ARE INCLUDED TO MAKE A COMPLETE FIXTURE, WHETHER OR NOT SPECIFIED. PROVIDE APPROVED ONE PIECE WASTE OVERFLOW AND TRAP UNIT WITH 6LUM FITT'IN65 AT TUBS. B_ 6ALVANIZED PIPE SHALL NOT BE USED FOR PLUMBING PURPOSES. SECTION 15-C VENTILATING: MATERIALS AND EQUIPMENT: A. EQUIPMENT SPECIFIED BY MANUFACTURER'5 NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., L15TM IN THE CATAL06 AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCF..SSORIE5 SHALL BE FURNISHED A5 SPECIFIED. B. BATHROOM EXHAUST FANS: SHALL PROVIDE MINIMUM FIVE AIR CHANGE5 PER HOUR. PROVIDE FANS IN BATHROOMS AND SERVICE ROOMS NOT PROVIDED WITH NATURAL VENTILATION. G. FLUES: PROVIDE FLUES, FRESH AIR INTAKE &RILL, ETC,, FOR ALL HOT WATER HEATERS AND 6A5 HEATING EQUIPMENT REQUIRING5 FLUE VENTING. D. COMBUSTION AIR: VENTILATION REQUIRED 2 50. INCHES PER 1000 B.T.U. WITH 200 50. INCHES MINIMUM (VERIFY WITH LOCAL 60VERNIN6 A6ENCY). OPENINGS SHALL BE COVERED WITH W' NON -CORROSIVE MESH SCREEN. E. ATTIC VENTILATION: VENTILATIN& AREA OPENIN65 SHALL BE NOT LESS THAN 1/150 OF ATTIC SPACE EXCEPT AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF REQUIRED AREA 15 PROVIDED IN UPPER PORTION OF SPACES, NOT LESS THAN 3'-0" ABOVE EAVE OR CORNICE VENTS. F. FOUNDATION VENTILATION OF DECKS, BALCONIE5, GARAGE, STAIRS, OR ANY ENCLOSED SPACE: 'UNDER -FLOOR AREAS SHALL. SE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENiN65 IN EXTERIOR FOUNDATION WALLS. SUCH OPENIN65 SHALL HAVE A NET AREA OF NOT LE55 THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENIN65 SHALL BE LOCATED AS CLOSE TO CORNER5 AS PRACTICAL AND SHALL PROVIDE CR055 VENTILATION. THE REQUIRED AREA OF SUCH OMINC75 SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALON6 THE LEN6TH OF AT LEAST TAO OPPOSITE SIDES. THEY SHALL BE COVERED WITH CORRO51ON-RESISTANT W1RE MESH A1TH MESH OPENIN&5 OF 1/4 INCH IN DIMENSION. ENCLOSED JOIST BAYS OF DECKS EXPOSED TO EXTERIOR TO BE VENTED U51N6.5AME CRITERIA AS UNDERFLOOR AREAS. Co. ENERGY REQUIREMENTS. PROVIDE ALL MATERIAL AND EQUIPMENT TO MEET LOCAL ENERGY REQUIREMENTS. DIVISION 16 - ELECTRICAL SECTION 16-A ELECTRICAL: RULES AND RE6ULATIONS: A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE A1TH THE LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING A6ENCIES UNIFORM CODES, RULES, REGULATIONS OR AMENDMENTS. NOTHING IN THESE DRAWIN65 OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMIN6 TO THESE CODES. B. ELECTRICAL SYSTEM LAYOUTS ARE 61 »NERALLY DIA6RAMMATIG, LOCATING OF OUTLETS AND EQUIPMENT 15 APPROXIMATE. EXACT ROUTING OF WIRING, LOCATIONS OF OUTLETS TO BE 60VMNEV BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. WIRiN6 FOR EQUIPMENT REQUIRIN6 MAINTENANCE AND INSPECTION TO BE READILY ACCESSIBLE. ELECTRICAL TO REVIEW AND INCORPORATE ANY REQUIREMENTS RELATING TO ELECTRICAL SERVICE AS SHOWN IN ACOUSTICAL NOTES: DRAAIN65: PREPARED BY SEPARATE CONTRACT. AIRING AND CONNECTIONS: A. CONDUIT PIPIN6 LOCATED WITHIN PLANTIN6 AREAS SHALL BE PLACED A MINIMUM OF 15" BELOW FIN15H 6RADES. B. U.L. LABELING. ALL ELECTRICAL EQUIPMENT, BREAKERS, AND TIME CLOCK CONTROLS SHALL BE PROPERLY LABELED. ELECTRICAL SERVICE: A. THE SERVIN6 UTILITY WILL PROVIDE AND INSTALL ALL PRIMARY AND SECONDARY SERVICE RACEWAY5 AND CONDUCTORS, INCLUDIN6 TRANSFORMER PADS AND CONNECTIONS TO THE LINE 51DE OF ALL BUILDING MAIN DISCONNECTS. RACFJNAY5, SIZED AS DE516NATEP BY THE SERVICE UTILITY, SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM EACH BUILDIN6 MAIN DISCONNECT TO THE EXTERIOR BUILDING LINE FOR CONTINUATION BY THE SERVICING UTILITY. S. PROVIDE ONE ELECTRICAL METER PER UNIT. C. L16HT CIRCUITS SHALL BE 15 AMP AITH #14 AW6 COPPER CONDUCTORS. D. RECEPTACLE CIRCUITS SHALL BE 20 AMP WITH #12 AIN6 COPPER CONDUCTORS. E. APPLIANCE CIRCUITS SHALL BE SEPARATE 20 AMP WITH #12 AW6 COPPER CONDUCTORS. F. SYSTEM &ROUNDING: PROVIDE ACCESSIBLE JUNCTION BOX AND WiRIN6 FOR GROUNDING EACH MAIN ELECTRICAL SERVICE TO REINFORCING BAR5 IN CONCRETE FOOTIN6. &. VERIFY AND LOCATE ALL RECEPTACLE5 PRIOR TO INSTALLATION OF DRYWALL. H. INSTALL RECEPTACLES AT 1'-O" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED TO COMPLY WITH FEDERAL HANDICAPPED ACCESSIBILITY REQUIREMENTS. 1. INSTALL LIGHT SWITCHE5 AT 54' ABOVE FINISH FLOOR UNLESS OTHERWI5E NOTED TO COMPLY W1TH FEDERAL HANDICAPPED AC.CF..551BILIIY REQUIREMENTS. J. ALL 5WITCHED OUTLETS SHALL BE ONE-HALF HOT. K. LOCATE! RECEPTACLES IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. L. 6ROUNO FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED AT ALL KITCHEN OUTLETS W1TH-IN 6-O" OF THE SINK, BATHROOM OUTLETS, AGCE551BLE GARAGE OUTLETS, AND OUTDOOR OUTLETS, AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. M. INHERE NM CABLE (ROMEX) IS RUN ACROSS THE TOP OF CEILING JOISTS AND/OR INHERE THE ATTIC, 15 NOT ACGE5515L.E BY PERMANENT STAIRS OR LADDERS, PROTECTION WITHIN 6" OF THE NEAREST ED6E OF THE 5CU17LE HOLE OR ATTIC ENTRANCE SHALL BE PROVIDED. (E.C. 320-14). N. INSTALL 110 VOLT SMOKE DETECTOR WITH BATTERY BACKUP PER SECTION 1210 OF THE UBC AND CONFORMING TO UBC STANDARD NO 45-6. INSTALL THE DETECTOR IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. MATERIALS: MATERIALS AND EQUIPMENT SHALL BE NF..I^N AND LISTED BY UNDERWRITERS LABORATORIES, INC. (U.I.) AND BEAR THEIR LABEL. WHEREVER STANDARDS HAVE BEEN E5TABL15HED AND THEIR LABEL SERVICE 15 REGULARLY FURNISHED. DIVISION 11- MISCELLANEOUS 1. INSTALL ALL EQUIPMENT, MATERIALS AND ITEMS, ETC., IN STRICT ACCORDANCE WITH THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS, 2. NO ASBESTOS PRODUCTS OR PRODUCTS WITH ASBESTOS CONTENT TO BE SPECIFIED, N5TALLED OR USED. . " I . di ElfafliiA4 140 L+ :7 SOLBERG + ASSOCIATES 201 East Center Street Anaheim, CA 92805 Tel: +1 714 817 7331 Fax: +1 714 844 9436 www.solbergplus.com Solberg + Associates reserve their commonplace copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner what- soever without first obtaining the express written permission and con- sent of Solberg + Associates nor are they to be assigned to any third party without obtaining said written permission and consent. CONSULTANTS 0) 0) J= M 4.0 C LO . IN -Ina �: 0 Lo .: IN CU 0 C N < 4-a (0: t�S C 0MM. -0 (n 0 E 0 51 A %I ?� p�Q � SUS �C'.A * No. C 1 101 1 1'� C— REVISIONS 2/22/05 PC Submittal 3/7/05 PC Corrections PROJECT NO. 04117 SHEET ,aTITLE TI/ ,p L. i=ROJjFG7" 5f'.EGl1GT10N5 SHEET NO. A,Wwo.o N IDRAWN BY 00�=**, � ME Effiv. I Ce cecor rlvl 50 10 :)PAO j,&t 7-4- JLW R 06-CAEO - 2Le $ i -DO 0 ScAe- WaSA05 6� HIf 5QtA Gil P-1-1Z T pseN L 4 L-A� To 0 GO Jo 1.5r AW W • TJJP Of WHO P, P45 pre.. was -- PP. 64TM6 IQ A.- Fp..X06 r4&jJ -rf5>CT, 60r4C, C;04,dr--WA� 7 SOLBERG + ASSOCIATES 201 East Center Street Anaheim CA 9 2 8 0 5 Tel: + 1 714 817 7331 F= + 1 714 844 9436 www.solbergplus.com Solberg+ Associatesmserve their commonplace copyright and offier property rights in these plans. Theseplans and drawings are not to bereproduced, chang4 orcop- ied in any form or manner whatso- ever without fimtobtaining the ex- press written permission and con- sent of Solberg + Associates nor are they to beassigned to any third party without obtaining said writ- ten permission and consent. Consultants .0 -0 LO 0 LO cu �C%4 *.# CU CU 0 tU 3/7/05 PC Corrections Project No.' 04117 Sheet Title Site Plan !oil 10MOWN 1 lft� NWANW 4,u t NUUT-98TITOFF-0-r-XI LIGHTINGZEXHAUST FANS SWITCHES GENERAL ELECTRICAL GAS WALL MOUNT MULTI -LIGHT FIXTURE 5NITCH CHIMES FUEL 6A5 WALL HUNG LIGHT FIXTURE -4-114 5-NAY SWITCH PU5HE3UTTON FIREPLACE KEY/SWITCH SURFACE MOUNT CEILING LI&HT FIXTURE 4-NAY SNITCH 5MO<r= DETECTOR HARD WIRED N BATTERY BACK-UP WATER + HANGING CEILING LIGHT FIXTURE -40- DIMMER 5^ITrH TELEPHONE JACK i H05F 515 A/ NON -REMOVABLE BACK FLOW RECESSED LIGHT FIXTURE OUTLETS PREVENTER DEVICE AT REAR AND FRONT RECESSED FLOURESCENT LIGHT FIXTURE RECEPTACLES IN 6ARA&E INALL5 ADJOIN& HOUSE SHALL 5E 51EPARATED BY 24" CABLE TELEVISION JACK HOSE 5113 YV 5HUT-OFF/ NON -REMOVABLE 5ACK FLOW PREVENTER DEVICE AT FEAR AND FRONT 48c= 110 V CON\l DUPLEX OUTLET - HIDDEN P15P05AL rOLr,> AATER. STUB FOR, ICE MAKER >- FLOURESCENT LIGHT FIXTURE -4() CENTRAL VACUUM SYSTEM 110 V CONV DUPLEX OUTLET LUMINOUS CEILING. SEE DETAIL r7/r,>4. Provide arc -fault protected outlets in bedroom CLIMATE CONTROL IIOV CON\/ DUPLEX OUTLET -HALF HOT _ Q SECURITY SYSTEM PHOTO CELL LI&HT FIXTURE THERMOSTAT 220\/ OUTLET CABLE PANEL VAPOR PROOF RECE-55;=P L16147 FIXT, - U.L. APPROVED 220 2:20 V CIRCUIT BREAKER FOR A.C. COMPRESSOR =M= &ROUND FAULT INTERRUPTED DUPLEX OUTLET ELECTRICAL PANEL EXHAUST FAN - 50 CFM MIN - VENTED TO OUTSIDE AIR 6H TELEPHONE PANEL CEILIN& FAN/LT WEATHERPROOF &ROUNI;) FAULT INTERRUPTED 4� EXHAUST ^/ FLUOR. LIGHT, FAN - 50 OFM MIN - DUPLEX'OUTLET AT FRONT AND REAR VENTED TO OUTS DF AIR :�RZ LOINVOLTA&E= HOUSE ADE;?RE55 516N Q RErf=55Er;> WALL WASHER LIGHT FIXTURE. FLOOR OUTLET RECESSED STEP LIGHT Q JUNCTION E30X LOW \/OLTACvF M0710N DETECTOR 4"xI5" ADDRE55 5IN6 ON PHOTO CELL. ADDRESS SHALL BE A/C DISCONNECT. 50" CLR. IN FRONT, 15" CLR. EA. Sll:);= PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LE-rvII5LF FROM THE STREET. r ff Demolition Plan 1/4" = 1-1Y �ljt:iTr'= '~ ki OwPiTI& :01 VVION W--& 0% It a I I $WWI I/ y V%" 1 3'-O"x 6'-8" Solid core Matching Sidelites 2-8,10 2'-6'x 6'-8" Int. 6 Panel 9 3'-0"x 6'-8" Solid core Temp. glass lite 11-12 6'-0"x 6'-8" Sliding glass Temp. glass 13 1'-8"x 6'-8" Int. ® A It- A , 'r% - I- — -9 - A — eyllfwW1 w,raG.aa X VV ^ I I/ 1-5 3'-O"x 4'-6" 6 3'-O'x 4'-0" 7a,7c 2'-0"x 4'-0" 7b 4'-0"x 4'-0" 8,9 2'-O"x 4'-0" 10 6'-O)lx 4Y-01) 11 2'_051x T-0' 8 if — Single Hung Replace existing S.H. Frosted glass S.H. Fixed S.H. Sliding S.H. Frosted glass ... ---- ---------------- ............... - - - - - - - - - - - llydvjip�' i I q! A I is. "A*- IA) Ir I C21; WALL FIXTURE--4 CONVENIENCE OUTLET 5kNITCH CONVENIENCE tz TV OR PHONE Plan Notes El double sink w/ disposal 2 dishwasher (24" c1r) 3 refrig. Space (39" c1r) provide cold water connection 4 36" cooktop w/hood 5 washer space- water & waste line w/ recessed hookup 6 dryer space- provide vent to outside air 7 gas fired water heater on 18"H rigid platform w/ 2 seismic straps 8 full ht. Pantry cabinet w/ adjustable shelves 9 base cabinet- 24"dp x 36"h (uno) w/ plastic laminate top 10 upper cabinet- 12"dp x 36"h (uno) 11 breakfast counter- refer to plan for height 12 pullman- 22"dp x 36" h w/ solid surface top & integral bowl 13 32x60 enamel C.I. tub w/ the walls and shower rod shower head @ 72" A.F.F. (uno) 14 towel bars at 42" A. F.F. 15 recessed medicine cabinet 16 30"x3O" attic access w/ min 30" headroom, Y2" plywood platform & light w/switch /U.B.C.- provide weatherstrip or seal at attic access panels to prevent drafts 17 return air chase 18 single pole w/ single shelf 19 double pole w/ double shelf all shower wall coverings shall be cement plaster, the or approved equal to 72" A.F.F. at shower or tub w/ shower. Materials, other than structural elements, shall be moisture resistant. Glass enclosure doors or sliding panels must be labeled Category 11 All bedrooms to have at least one openable window with an openable area of at least 5.7 s.f., wl a minimum dimension of 20"w x 24" h and a sill ht. Not over 44"A.F.F. SOLBERG + A S S O C I A T E S 201-"`, i1tast Center Street A vi.b VA a 9 R A r, to be reproduced, changed, or cop- iedinany form ormannerwhatso- everwithoutfirstobtainingtheex- press written perinission and con- sent of Solberg + Associates nor are they to beassigned to aznthird partywithout,btainings NTit- tenpennission and consent. Revisions 2/22/05 PC Submittal 3/7/05 PC Corrections - 1. —, ", � El to E I I _J IUD D- West. Elevation East Elevation Y4)1= 1 1-01) stucco finish to match existing L-$j new gutter and downspout on 2 layers 15# paper o/ 2x4 studs new class B minimum @ 16$1 O.C. composition shingle roofing frame in existg wdo openings existing wood shutters and patch wt stucco finish to match existing existing wdo to be replaced wt new dual glazed I x4 let in brace wdo of matching size 14x24 ve"n? match line existing/new 4. attic A 18"x24" screened fdn. access panel South Elevation Y4'l=J)_0$I North Elevation Y4)1= 1 $-Oil + 7 SOLBERG + ASSOCIATES 201 East Center Street Anaheim CA 9 2 8 0 5 Tel: + 1 714 817 7331 Fax: + 1 714 844 9136 www.solbergplus.com Solberg+ Assodatesreserve their commonplace copyright and other property rights in these plans. Theseplans and dravings arenot tobereproduced,ebanged,oroop- iedinanyformormannerwbatso- everwithout first obtaining the ex- press written permission and con- sent of Solberg + Associates nor 'p are they tobeassigned toany thin party withoutobtaining said writ- tenpertnission and consent. Consultants AL-4 (D CD 4.0 LO OWN TOO n CU N 0 < CU COO 0 E dp, PC SUbmiftal 3n105 PC Corrections Project No. 04117 Sheet No. '10 6 E N I- R A L: L U M 5 F R REIN FORCED CONCRETE F R A M I N 6 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS I. ALL ROUGH LUMBER SHALL BE COU(5LAS PIP, COAST RE61ON OF THE FOLLOWING GRADES, MARKED BEFORE STARTIN6 WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF MY DISCREPANCIES. BY THE YNLIALPA, UNLESS OTHERWISE NOTED. 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 25 DAYS SHALL BE 2900 PSI, UNLESS ROOF SHEATHING: 9/6" STRUCTURAL 1 PLYYCOV SHEATHIN6 INDEX NO. 24/0 WITH EXTERIOR 6LUE, OTHERWISE NOTED. USE 617 NAILS AT e O.C. AT ALL PLYINOOO E06M, BOUNDARIES, AND SHEAR INALLS, 17 O.C. 2 'ALL OMISSIONS AND CONFLICTS BETYeEN THE VARIOUS ELEMENTS OF THE WORKING ORMN& AND THESE REPETITIVE USE MEMBERS: FIELD. NO BLOCKING UNLESS NOTED ON PLANS. NOTES SHALL BE BP4V(5HT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEWNCv WITH THE STUDS AND PLATES, STUD 2. ALL CEMENT USED SHALL CONFORM TO XS.T.M. C-150, TYPE V UNLESS TYPE I OR 11 ARE WORK SO INVOLVED. JOISTS AND RAFTERS APPROVED BY THE SOILS EN61NEM IN THE FIELD. PLOORSHEATHN6: 9/4"STRUCTURAL IT46PLYWOOD 15HEATHN(5INDEX NO.32/1&ArMEXTERIOR 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 6LUE USE 100 NAILS AT 61 O.C. AT ALL PLYWOOD E06M, BOUNDARIES, AND SHEAR WALLS; 10* 3. CONTRACTOR SHALL ommiNe THE Lown OF vnLrry SERVICES IN THE AREA TO BE EXCAVATED 2 X & TO 3 X 16 NCLUSIVE NO. 2 5. FINE AND COURSE A66REGATM SHALL CONFORM TO A.S.T.M, 0-33 FOR NORMAL YIE1614T O.G. FIELD. NO BLO"6 UNLESS NOTED ON PLANS. PRIOR TO EXCAVATION. CONCRETE AND A.S.T.M. "50 FOR L*I4TA!I(5HT CONCRETE, 51NGLE USE MEMBERS: NOTES: 4. NO PIPES, DUCTS, SLEEVES, CHASM, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR AALL5 UNLESS SPECIFICALLY BEAMS 4. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE ATH AATM. C-c14 SHOWN OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF MY ADDITIONAL 4 X NO. I 1. 3 OR MORE MULTIPLE JOISTS SHALL BE BOLTED TO(SETHER ATH 1/2'DIAMETER BOLTS AT 24" PIPES, OUCT5, ETC.. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ALL PIPES, DUCTS, CHASE, 6 X OR LARGER SEL. STR, S. ADMIXTURES MAY BE USED WITH THE ACCEPTANCE OF THE STRUCTURAL EN6NEER. O.C. STAGGERED. RZn6HTEN BOLTS PRIOR TO APPLYIN6 FINISH MATERIAL. ETC. LOCATIONS, ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE POSTS AND MULLIONS: CONSIDERED TO REDUCE THE CEMENT CONTENT 2. ALL NON -BEARING BALLOON FRAMED AALLS EXCEEDW 1*-0' IN HEIGHT AND NOT SUPPORTED 5. ALL MATERIAL W WORKMANSHIP 514ALL CONFORM TO THE REOUIREMENT5 OF THE LATEST 4 X 4 4 SMALLER NO, 2 BY CEILING JOISTS AT EITHER SIDE SHALL BE FRAMED WITH 2 X & STUD AT 16"O.C. (NOT TO EDITION OF THE U.B.C. 4 X 8 4 LARGER NO. 2 6. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.1, 301 EXCEED W-O"). BEARN6 WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE NO. 25-R- (7 X 6 t LARGER NO. 1 6. UNLESS OTHERWISE NOTED ON THE DRAKN65, THE DETAILS ON THIS ORMIN6 SMALL BE USED WHENEVER 1. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED IN THE PLANS SHALL Be S. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL NON-SEARN6 PARTITIONS. APPLICABLE. WHERE NO MAIL 15 SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. MISCELLANEOUS LUMBER. REVIEWED BY THE STRUCTURAL EN(5NEEFt PRIOR TO PLACIN6 AND MERN6 OF REINFORON6 STEEL. BLOCKN6, PU!RRIN(5, ETC. CONSTRUCTION 4. PROVIDE CONT. SLOCKN6 BETWEEN FLOOR JOISTS UNDER, ALL BEARING WALLS. 1. 501L CM16N PRESSURE: 1000 PSF 015(rXIN6 AND 5HEATHIN6 6. CONCRETE SLAB ON GRADE TOLERANCES: 2X, 5X, 4X COWL. VEX, 2. ALL STRUCTURAL. LUMBER SHALL BE 6RAVEO IN ACCORDANCE WITH GRAVING AND DRESSING RULES R = I N0 CI M A r. T 1 #16 OF THE YCLIB. SPECIFIED P MIN. LOCAL F Pf = 50 P1 = 40 Ff = 40 P1 = 35 5. CEILING JOISTS SHALL BE 2 X 6 AT 16" O.C. (MAX, SPAN z 14'-0). 6. USE SIMPSON PC OR EPC ON ALL PCIST/MW CONNECTIONS UNLESS NOTED ON PLANS. 1, USE SIMPSON U-HANGERS ON ALL J0I5T/Sr-AM/1DEAM CONNECTIONS UNLESS NOTED ON PLANS. 1. REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615, GRADE 60 S. ALL WOODWOODBEOZIN6 ON CONCRETE OR MASONRY IF LESS THAN W-O" ABOVE GRADE SHALL BE 11. CONCRETESHALL HAVE A MINIMUM WENTY-86HT DAY COMPRESSIVE STRENGTH,P0, AS PRESSURE TREATED OMLAS PIP. FOLLOWS WITH A MINIMUM OF 470 L85. OF CEMENT PER CUSIC YARV 4 A MAX SUMP = 4 IN 6. PLACE PLYWOOD SHEATHING PERPENDICULAR TO JOISTS. Z A!LDEP ARE FABRIC SHALL CONFORM TO A,ST.M. A-165. 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.5. 1-14., VFPA' GRADE 5TAMPEV PLACEMENT 5TREN6TH WATER CEMENT RATIO 5. REINFORCING FABRICATION SHALL CONFORM TO A.W. 318 STRUCTURAL I rV EXTERIOR GLUE. FOOTN65 2500 P.S.T. 0.65 NAILING 5 0 H E 0 0 L E 4. AELON6 OF REINFOIRCIN6 STEEL SHALL CONFORM TO A.W.S. 01.4. 9. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ST., UNLESS SPECIFICALLY NOTED OR SLAB ON 6RADE 2500 P.S.I. 0.65 DETAILED. THIS NAILING IS* TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. TYPICAL NAILS SHALL BE BOX OR COW 5. LAPS AT BAR SPLICES, SHALL BE 56 BAR DIAMETER MIN. FOR CONCRETE AND 62 BAR DIAMETER 10. ALL CONCRETE MIXDE5I(5N5 SHALL BE PREPARED BY A A LICENSED CIVILISTRUCTURAL EN61NEER. ARE NAILS. SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON WIRE NAILS. MR FOR FOR MASONRY UNLESS NOTED OTHERWISE. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS, OR RAFTERS AT ALL SUPPORTS. PIPES OR =1'5 EXCEWIN6 ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED - JOISTS OR RAFTERS TO SIDES OR b. VERTICAL BAR5 IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED 't. HOLES FOR, BOLTS SHALL BE BORED 1/32'TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. IN STRUCTURAL CONC UNLESS SPECIFICALLY DETAILED.REFER TO MECHANICAL AND/OR ELECTRICAL 51WS -8" DEPTH OR LESS a-1617 OTHERA5E, AND TIED INTO P05MON AT THE TOP AND BOTTOM AND AT INTERVALS NOT MEWIN& PREDRILL ALL HOLES FOR 20d AND LAR6ER NAILS AND LAG BOLTS. MAPIN65 FOR LOCATION OF 5LEE`vT-S, ACCESSORIES, ETC. FOR EACH ADDITIONAL 4' IN DEPTH 1-16V Iq2 SAA DIAMETER. 5. ALL BOLTS BEARING ON Y40M SHALL HAVE WASHERS UNDER HEAD AND/OR NUT. q, PIPES MAY PA66 THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED - JOISTS OR RAFTERS AT ALL BEARING -TOE NAILS EACH SCE S-817 1. REINFORCING STEEL SHALL OF PROVIDED WITH THE FOLLOWINGTHEREN. . STUDS TO BEARIN6-TOE NAILS AMOUNTS OF CONCRETE (:OVER: ALL BOLTS SHALL BE FZn(5HTENI!O PRIOR TO APPLICATION OF PLASTER, PLYWOOD, EX. EACH SIDE 2-60 CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 51 10. PROVIDE 314'04AMFERS AT ALL EXPOSED CORNERS OF AALL5 AND BEAMS, - SLOCKIN6 BETMZ4 JOISTS OR RAFTERS EKP05W TO EARTH OR WEATHER: 10, CRO5S SK06NG SHALL BE PROVIDED AT &-a'O.C. MAX. FOR ALL JOISTS AND RAFTERS TO JOISTS OR RAFTERS -TOE NO. 6 THROUGH NO. 15 BARS 21, MORE THAN 6" IN DEPTH USE 2 X $ OR AN APPROVED METAL TYPE DRI176NC7. 11, REFER TO ARCHITECTURAL DRAM65 FOR MOLDS, 6ROOVE5, ORNAMENTS, CLIPS OR GROUNDS NAILS EA. SIDE, EA END. 2-100 NO. 5 BARS, 5/6 INARE AND SMALLER 11/21, REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FN15HE5 AND SLAB DEPRESSIONS. TO J015T5 OR RAFTER BEARN(5S-TOE NOT EXPOSED TO WEATHER OR IN CONTACT An GROUND: 11. PROVIDE 1 X & DIAC7, LET-N BRACING (AT APPROX. 45 DESREES) EVERY 2W-a'N ALL STUD NAILS EA. SIDE2-100 2-100 SLAB, WALLS, JOISTS. WALLS NOT SHEATHED. BRAGS SHALL RUN CONT. FROM TOP PLATE TO SILL PLATE,- ALL RIENFORCN6 STEEL, ANCHOR BOLTS, D0A!L5 AND OTHER NSERTS SHALL BE SECURED IN - BLOCKING SETINEEN STUPS, NO. 14 AND NO. 16 BAR$ 11/2" POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF EACH END - TOE -NAILS 2-100 NO. 11 AND SMALLER BARSa/w. 12. ATTACH 2X NNLERS TO STRUCTURAL STEEL ATH 1/2"VIAMETM BOLT5 AT W-O'O.C. FOR ANY CONCRETE, END NAILS 2-1012 SEWS, GIRDERS, COUMNS: ATTACHMENT OF FINISH NOTED AND SHORN ON ARCHITECTURAL DRAIAIN65. - PRO6RESSN& BLOCKING PEN. REINF., TIES, STIRRUPS OR SPIRALS 11/21, 13, CONCRETE FLOOR SLAB VARIATION FROM LEVEL SHALL NOT EXCEED 1/8'IN TEN FEET RAFTER TO BLOCK t BLOCK SHELLS AND FOLDED PLATE MEMBERS: 13. (5LUED-LAMNATEO WOOD BEAMS SHALL BE DOU&I-AS FIR COMB. 24F (FB -- 2400 PSI, FV : 155 TO CONT. NAILER1 2-6D NO. & BARS AND LARGER 3/4!' PSI, V = 1800000 P51) INDUSTRIAL APPEARANCE ATH EXTERIOR (SLUE UNLE55 OTHERAGE NOTED. 14, PLY46H 15 NOT ACCEPTABLE UNLESS PREVIOUSLY REVIEWED BY EN6NEER - MULTIPLEsTum (STA66ER FOR NO. 5 BARS, 5/6 NCH ARE AND SMALLER 1/2" 14, CERTIFICATE OF INSPECTION FOR EACH (SLU-LAM BEAM FROM AN APPROVED TESTNG AGENCY TO 15. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE STUDS AVER, THAN 4") . RIBBON TO STUDS 160-24" O.C. S. ALL REINFORCIN6 STEEL, ANCHOR BOLT, COMLS, AND INSERTS SHALL BE WELL SECURED IN POSITION BE SUBMITTED I TO AND APPROVED BY THE BLD(5. VEPT� PRIOR TO ERECTION. RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHIN6. THE CURN6 COMPOUND 1 x RIBBON 2-60 PRIOR TO PLACING OF CONCRETE OR GROUT. SHALL COMPLY WITH A.S.T.M. C 30q. OVER METHODS OF CURING MAY BE Lem PEP, A.C.1, $06. THE CvRfN(5 2 x RIBBON 2-16D 15. ALL POSTS SHALL HAVE CONNECTION5 AT TOPS, AND BOTTOMS WHICH SHALL BE SIMP5ON"00", PROCEDURE SHALL REMAIN IN EFFECT FOR 717AYS MINIMUM TINO APPLICATIONS SHALL BE MADE ON THE - DOUBLE TOP PLATES q. UNLESS OT14SPASE NOTED, FURNISH NO, 3 TIES AT APPROXIMATELY 96 NC44M ON CENTER IN ALL "W, OR "IV, HALF BAW'UNLE55 SPECIFICALLY OF -TAILED OTHERWISE. SLAB THE SECOND APPLICATION SHALL BE APPLIED PERPENDICULAR TO THE FIRST LOAER PLATE TO TOP OF STUD 2-160 BEAMS AND F0011146 TO SECURE THE PRINCIPLE KENFORCEMENT. UPPER TO LOVER PLATE 160-161 O.C. 16. HOLD DOWNS SHALL BE PROVIDED IN LOCATIONS SHORN ON THE PLANS, 512D AS NOTED, SPLICE (4'-O"MN) EA SIDE 10, WHEN REINFORON6 STEEL 15 TO BE IAIELOW, THE STEEL SHALL COMPLY 1114TH THE A.S.T.M. A-106. THIS PROVIDE EP6F- MEMBER SIZE AND MN. BOLT EDGE DISTANCE PER MFG. RECOMMENDATIONS. OF BUTT IN TOP PLATE 6-160 REQUIREMENT MAY SE SATISFIED BY THE USE OF STEEL COMPLYING WITH THE A.S.TM. A-615 PROVION6 UPPER TO LOYeR PLACE 0 INTERSECTIONS 3-1617 THAT THIS STEEL MEETS THE CHEMICAL EOUIVALENT REQUIREMENTS AND CHEMISTRY LIMITS OF A.S.T.M. CXILN6 STRIP95 A-106. 1 x 4 PER BEARING (STROWPHOLO TYPE) 2-160 2 x 3 PER BEARN6 (STRONGHOLD TYPE) 1-160 1L VERTICAL WALL REINFORCEMENT SHALL HAVE NO SPLICES EXCEPT AT THE FOUNDATION, UNLESS PLYY4000 NAJLN6 - REFER TO DETAILS NOTED OTHERWISE. AND/OR SCHEDULE BUILT-UP BEAMS 2OD-92"O.C. C 0 C E A P P R 0 V A L 5 AT TOP AND BOTTOM 5TA66ERED 2-200 AT END 1 X & LET IN BRACES, EACH BEARIN6. MANUFACTUREIR, zw ER # COLA RR # PRE-ORILL HOLES FOR NAILS 2-6V COVERT ANCHORS 4846 25115 SIMPSON STRONG TIE YW(5E ANCHOR $256 25260 ALL CONNECTIN6HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL BE SIMPSON `5TRON&-TIE" HIL11 PRODUCTS SIMPSON STRONG -TIE S05 SCREWS 5265 25281 UNLESS OTHERWISE NOTED OR SHOWN. K13-2 4621 23212 SIMPSON STRO46-TIE PHO HOLDOM 5928 25300 HIT - 24q1q PNEUTEK PIN5 344*1 29216 HVA 590 243q7 NELSON STUDS 2614 2*125 HY SICIS Z251 DIETRICH INDUSTRIES 4184P 25152 Hot 26415 2310q DART SELF DRILLWTAPPINO SCREWS 5202 - LOW VELOCITY FASTENERS 2366 2552 DIAPHRAGM NAILS NER 2'12 236W nW RAMSET/REOHEAO MECH. ANCHOR5 1512 2148 SCREW SHANK NAILS - 29633 SIMPSON STRONG TIE HANGERS NISI-2041 2441441 EPOON Al 4 MAXIMA ADHESIVE 5560 - SIMP50N STRONG -TIE HAN61ER5 1256 2410141 BAR -LOCK COUPLER SYSTEM 5064 25342 SIMPSON STRONG -TIE FIRAMN& WNN NER-413 291101 DAYTON SUPERIOR COUPLER SYSTEM 4025 24515 SIMPSON STRONG -TIE FRAMING CONN 1211 22056 SIMPSON STRONG -TIE SET ADHESIVE-5 5274 2521cl L F 2ize I I �1_ Ej PAM I& C D�. R.)N)t> vtj �-Ab PPkr--rSj2-1b 0, 2.411 04 C., N A L 5 T U CoT U R" A L NOTES: no Scale I Partial Roof Framing P'I I Partial Floor Framing Plan Ceiling Framing Similar PAP* ,4 e-�wo4io AIM J61 4 R-Oz J 610 14o" 0. 14, 4 0C, -, 11 Fie — 4,12. .01-1 5Ftjo.�, FIB WeL_y _550rPO RF- 51 VS, 9- A;' or .4-- —4 RoofPlan Bldg.. Section" SOLBERG + A S S Q. C I A T E S �t 2 `E ast ast Center Street Anaheirn CA 9 2 8 0 5 Teh +1 714 8177331 F= +1 714 8449436 www.solbergplus.com Solberg + Associates reserve their oonunonplaceoopyrightand other property rights in these plans. Theseplans and drawings arenot tobereproduced, changed,orcop- iedinanyfonnormannerwhatso- everwithoutfirstobtainingtheex- presswritten permission and 'On - sent of Solberg + Associates nor are they to be assigned toany third party without obtaining said writ ten permission and consent. Consultants Vj ICU CU '404 i CU Vj E LASED ,q 0 C. 10, 2/22/05 PC Submittal 3/?/65 N_- Correaions Project No. 0411T Sheet Title Idg. Section Ir. Roof Framd Sheet No. ■ I x STARTER BOARD AT EXPOSED EAVE BOUNDR`t' NAILING ROOF SHEATHING 0/ 2x ROOF — RAFTER(S) - REFER TO FRAMING PLAN FOR FURTHER INFORMATION 3- Mod EA. END OF BLOCKIN6 2 x BLOCKING @ 46" o% "SIMPSON A-95 @ 46" o/c (Tyr. - U.N.O.) SHEAR WAIL AS REQ'D. - REFER TO FOUNDATION / FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE - WHERE OCCUR5 B.N. E.N. EA. FACE 2x STUDS @ 16" o% R FTER FwARRALLEL TO YELL 1" = 11-0" x-06-rafterparallel.dgn 7?" Y =A" MIN TRU55 OR ROOF RAFTER - SEE FRAMING PLAN DBL CEILIN6 JOISTS AND BLK'6. PERIMETER OF OPENING 3/V' PARTICLE BOARD - FIN15H TO MATCH CEILING INTERIOR FINISH MILCOR EDGE - 4 SIDES ATTIC ACCESS 1 1/ 2" = 1'-0" x-Oq-attic-access.dgn 51MPWN "LSTA" a 46" o/G 2x RIDGE BOARD (• • • r^'"r� ill F~` ® • • i 2 x 6 PURLINS W/ 2 - 16d NAILS EA. BRACE 2x COLLAR TIES 0 4$" o% - W/ 3- 16d NAILS EA. END 2x4FLAT -16"LONG W/ 3 -16d NAILS TO BRACES 2 x 4 BRACES ® 46" o/G -- 2 x 4 FLAT 5LK'6. W/ 2 - 16d NAILS (TYP.) CEILING JOISTS 2 x 4 BEARIN6 WALL5 C►OLL R TIES t u 45 DEGREES MIN. 1/211 M 1-0 x-O6-coilartleAgn CLA55 'W FLUE THRU ROOF. — ---� HOT d COLD WATER SUPPLIES PROVIDE CLN6 BUCKET, ROOF (SEE PLANS FOR SIZES) FLASHING W/ STORM COLLAR $ CAP r 1 ' SHUTOFF VALVE SECURE UNISTRUT CHANNEL PRECHAR6ED ACCUMULATOR DS TO STUWITH 1/4" X 4" LAG SCREWS. SCRE. (MIN. 3 STUDS)PIPE UNIONS (TYP.) 3/#'P 1"X4" WOOD BACKING' d TO THE �/"TfSRIDEDOWN 2" HIGH G124 GA OVERFLOW TURNBUCKLE SEE DETAIL -- PAN W/ 5/4 " DRAIN TO A VISIBLE LOCATION, 16 6A 61 X 2" WIDE SEISMIC = `A STRAP. SEE DETAIL TYP OF 2 WATER HEATER PLATFORM STRAPS TO BE IN THE UPPER--/ � �— -- SECURE WATER HEATER PAN TO 8 LOWER 1/3 OF THE WATER HEATER. PLATFORM W/ 2"X2" 16 6A 61 ANGLES TYP. OF 4 LOCATIONS. 1"X4" WOOD BACK{N6 5/16" HOLE (TYP) F SEISMIC STRAP TYP OF 2 1/4" THREADED TURNBUCKLE i PROVIDE 150. INCH OF COMBUSTION AIR OR EVERY 1,000 BTU S PER UMC CHAP.1 Iv6 NCfHORIN6 AATEIR HFAT RN' - N.T.5. x-13-waterheaterAgn 2x STUD WALL 5/8" GYP. BD. / INTERIOR FINISH HEADER -SEE PLAN SHIM SPACER WOOD CASING PER OWNER 2x PREHUNG WOOD FRAME 00010%1' HIAV INTERIC?R 3° =1 `-0" x-OS-door-head-IntAgn SOLID CORE EXTERIOR DOOR 2x PRE -HUNG WOOD FRAME WOOD CASING PER OWNER 5/5" 6Y. BD. / INTERIOR FINISH 2x STUD WALL 2x 5TU0 AND TRIMMER i OOR^ JAMS - INTERIOR 3" = 1'-0't x-OS-door jamb-IntAgn HEADER - SEE FRAMING PLAN INTERIOR FINISH METAL CORNER BEAD 1 X PAINT 6RADE CEILING WHERE OCC RS - SEE PLAN ALUM. TRACK AND VALANCE 11ARIIRtoo"'BE HEM 51=1'-0" x-08-wardrobe-head.dgn WALL WHERE OCCURS - SEE PLAN INTERIOR FINISH 1 X PAINT 6RADE 2 X DOUBLE STUD METAL CORNER BEAD INTERIOR FINISH 2 X LADDER BLOCK'6 MIDWAY 2 X STUDS 0 1610.0. B 1 X PAINT 6RADE 1AwA11I1ROS I Vl mow" x-05-wardrobe-jamb.dgn 2x STUD WALL BUILDING PAPER 5TUCCO 5/8" GYP. BD. / INTERIOR FIN15H HEADER -SEE PLAN 515AL KRAFT OR EQUAL INSTALL PER MFGR. REQMT. 6.1. FLA5HING 2x PRE -HUNG W000 FRAME WOOD CASING PER OWNER SOLID GORE DOOR 17001K HEM -- W./N,l ON"" 3" = 11-011 x-08-door-head-ext.dgn SOLID CORE EXTERIOR DOOR 2X PRE -HUNG WOOD FRAME WOOD CASING PER OWNER INTERIOR FIN15H 2X STUD WALL BUILDING PAPER STUCCO 51SAL KRAFT 1;00R JAMS - EXT RI R 31 1 = 11-0" x-OS-door Jamb-extAgn DOOR DOOR SHOE THRESHOLD SET IN SEALANT 2 1(% 8 I CONC. SLAB �p CONC. STOOP -It I SEE PLAN • ; i .d _'� P ® P FOOTING DETAIL - «' • SEE STRUCTURAL "y► POOK" _THE 5H0LV------ i x-OS-doorthres.dgn FACE OF TRACK AT HEAD ALUMINUM THRESHOLD OR PLASTIC GUIDE 1 X N4000 NAILER (WHERE REQD) CARPET D/ UNDERLAY FLOOR LINE Y%RV?%;WW THRISHOLP 3" = 11-011 x-05-wardrobethres.dgn EXTERIOR STUCCO FIN15H R-19 BATi' INSULATION BUILDING PAPER 2 x STUD WALL INTERIOR FIN15H HEADER-5EE FRM'G. PLAN STUCCO WRAPPED 2 x 6 PLANT -ON, REFER TO EXT. ELEV. - WHERE OCCURS (SLOPE STUCCO AT TOP TO DRAIN) SISAL-KRAFT DRIP MOLD 0 TOP ALUMINUM WINDOW (VERIFY EXACT TYPE WITH WINDOW SCHEDULE) x-OS-wdw-head.dgn ALUMINUM WINDOW (VERIFY EXACT TYPE WITH WINDOW SCHEDULE) INTERIOR FINISH R-13 BATT INSULATION AT EXTERIOR WALL5 STUD d TRIMMER 2x STUD WALL - SEE FLOOR PLAN(S) EXTERIOR 5TUCC0 FINISH BLD6 PAPER STUCCO WRAPPED 2 x PLANT -ON WHERE CICCURS - REFER TO EXT. ELEV. SISAL KRAFT / OR EQUAL WINDOW NAILING FLANGE - INSTALL PER MANUFACTURERS RECOMMENDATION AN,VnIN JAMS 3t' = 11-0" x-08-wdw-jambAgn ALUMINUM WINDOW (VERIFY EXACT TYPE WITH WINDOW SCHEDULE) SLOPE TO DRAIN 51SAL KRAFT OR EQUAL STUCCO WRAPPED 2 x PLANT -ON WHERE OCCURS SEE EXT. ELEV. BUILDIN6 PAPER EXTERIOR 5TUCC0 FINISH INTERIOR FINISH AINVCN SILL 3" -1`-0" x-OS-wdw- ill.dgn HIT, Ull. z , a?S 0j 31 s iy WINDOW UNIT PER PLANS LAP JAMB FLASHING OVER SILL FLASHING EVATION VIEW NOTE. PLYWO00 SHEATHING, (WHERE OC4URS)15 OMIITED FROM THIS VIEW FOR CLARITY. INSTALLATION OF FLASHING: AT DOOR AND WINDOW OPENIN65 APPLY 6" STRIPS OF APPROVED FLASHING MATERIAL AT JAMBS, EXTENDING 4" ABOVE THE HEAD. AT HEAD, APPLY A 6" STRIP OVER JAMB FLA5HIN6S. AT SILL, APPLY FLA51HIN6 STRIP UNDER NAIL FIN AND CARRY UNDER SILL. LAP JAMB FLASHING OVER SILL FLASHING FOR POSITIVE WATER SHED. INTINV nN / POOR FLASH IN 3/$1t = it-0" x-08-wdoflash.dgn IFk Z7 SOLBERG + ASSOCIATES 201 East Center Street Anaheim, CA 92805 Tel: +1 714 817 7331 Fax; +1 714 844 9436 www.solbergplus.com. Solberg + Associates reserve their commonplace copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner what- soever without first obtaining the express written permission and con- sent of Solberg + Associates nor are they to be assigned to any third party without obtaining said written permission and consent. CONSULTANTS CD � V C Q C am 0 0 ED ' Cl 101 c,a A'LW SIONS 2/22/05 PC Submittal. 3/7/05 PC Corrections PROJECT NO, 04117 SHEET TITLE rA/L.6 SHEET NO. DRAWN BY 2X 5fUD5 @ 16" O/C, DBL.TOP PLATE5 16d @ 12" O/C STAGGERED NOTE: PLYWOOD EDGE 2 -10d TOENAIL5 - PSON FOR BALANCE OF NAILING SEE UBC TABLE 23-11-8-1 NAILING PER SGELD. OR SHEET D-1 OR DETAILS 2X STUDS 0 16" O/C iL 4X (STUD WIDTH) HEADER 16d 0 12" DIG STAGGERED 2 - 16d MIN, ADD j OVER OPENING UNLESS 2 - 16d FOR EA. 2" NOTED OTHE"15E ADDITIONAL DEPTH I 2 - CRIPPLES, WHERE LINTEL DOUBLE STUDS OR 2X STUDS @ 16" O/C P05T5 AT HOLDDOWNS I 15 LARGER THAN 4X8 (SEE PLANS) I 16d 18" 01C f 2-2X THRU-5TUO5 4 2X WINDOW SILL PLYWOOD EDGE 1-5TUO @ NON- j 2-14d TOENAILS EA. END NAILING PER 5CHED. BEARING PARTITION 2-2x SILLS @ OPENINGS � PLYWOOD - WHERE FIREBLOGKiNG OVER 4'-0'" WIDE .i,�/ OCCURS S'-0" MAX _.._ 16d g 12" o.c. 5150N AG 0 OPENINGS 2X STUDS X O R 4'-0" 1 JOE @ 16" o,G. t 1 bd 0 12" O/C 5TA66ERED F05T a HOLD 16d @ 12" 0/0 DOWN - WHERE OCCURS SILL PLATE SIMPSON A35 OR W. @ TOP PLYWOOD EDGE SILL BOLT d BOTT. OF ALL DBL. JAMB NAILING PER SGELD. (SEE PLANS) 5TUD5 $ MULLIONS - USE 21&d TOENAILS MPR'S. NAILS THRU ALL W NOTE: PROVIDE POST HERE GALLED FOR ON PLAN AND / OR SHEAR W- ALL 5CHED. HOLES EA. 5TUD HEADER 50HEDULE 5PAN HEADER CRIPPLE TO 3'-&" MAX. 4 X 8 2 X 4 3'-"r'TO V-2" 4 X 10 2 X 4 6'-3" TO 101-0" 4 X 12 3 X 4 10'-V TO 12-0" 4 X 14 4 X 4 7-1"TO14`-0" 4X1& 4X4 TO W-0" MAX. 4 X 4 2 X 4 OL 5'-1" TO V-0" 4 X& 2 X 4 m 9 O 8'-r TO 10'-0" 4 X 8 2 X 4 10'-1" TO 14'-O" 4 X 12 3 X 4 14'4'TO16-0" 4X14 3X4 16'-11' TO 181-0" 4 X 1& 2-2 X 4 NOTE: 1. SCHEDULE 15 FOR 2 X 4 STUD WALLS. @ 2 X b WALLS USE &X MEMBERS. 2. SIZES ABOVE APPLY UNLESS NOTED OTHERWISE ON PLANS OR DETAILS, 3. ALL HEADERS DF #2 OR BETTER. CRIPPLES - STUD GRADE OR BETTER. 4d (4" MIN.) B,N. - REFER TO FRAMING PLAN PLYWD. ROOF SHEATHING O/ 2X ROOF RAFTER(5) - REFER "SIMPSON LSTA 0 48" o/G —, FURTHER INFORMATION FR AMING - MiNG PLAN FOR c�v U r D = DIAMETER OF BEND (MINIMUM) d = BAR DIAMETER D = 6d FOR #2 TO #6 INCL.U511VE D = Sd FOR #9, 10 411 D = 10d FOR #14 d #15 HOOK5 AND 5 rNI'?5 z 40d FOR CONCRETE 404 FOR MASONRY Q :- 2'-0" LAP MIN. �- 5PLIC 5 NAIL ALL DOUBLE STUDS W/ 166 @ 12 O/C STAGGERED TYPICAL STUD HALL INTERSECTIONS TYFP. FRAMING 5TUP �NALL OFENIN6 ANO H!A4VIR SGHIPULE Tyro 1-•111 3/4" = 1'-01" x-Oro-studinteraections2Agn N.T.5. (1/2" = 1'-0") x-06-frmgatudopng.dgn N.T.S. CONT. PANEL -- PLYWOOD P.S. -1-83 NOTES: EDGE JOINTS STRUCT 11 5/6 " GYP, BOARt7-" 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS TYPICAL INTERIOR FIN. 2X BLOCKING NOTE; (PERPENDICULAR TO) RAFTERS. (2'-0" x W-0" MIN. PANEL SIZE) RAFTERS OR J015T5 FRAMING SHALL BE 3X OR 2. STAGGER END JOINT5 2-0" MIN. A5 5HOWN. BOUNDARY NAILING WIDER d NAILS STAGG. R-13 BATr— PERIMETER �� WHERE NAILS ARE SPACED S. NAILING: SEE ROOF PLAN (USE NAILING BELOW UNLESS NOTED OTHERWISE) INSULATION BOUNDARY \ 2", 2 1/2 "OR 3" O.G. PLYWOOD SHEATHING - - NAILING BOUNDARY ON.): 104 0 6" o.c. @ ROOF BOUNDARY, PLATE LINES, FIELD RAFTER OR J 2X BLOCKING 3-16d PER BL 0 SHEAR WAL G-1, H-1, 8 L-1 ALL OTHER51 AS 5HOWN 01, DETAIL 2-2X PLATES 5H1 N.T.S. LAP SPLICE „ft� mom - PLYWOOD SHE RAFTER OR JG 51MPWN H 1 0 CHORO5, TIM, AND AS GALLED FOR IN ORAININ65. (INTERMEDIATE BEARING) EDGE (E.N.): 10d 0 6" O.G. ALL BEARING ENDS AND ED6E5 OF EACH PLYW000 SHEET FIELD (F.N.), 10d @ 12" oz.. ROOF - 10" oz. FLOOR, ALL INT. BEARING. r rr r s w r r 4. NAILS SHALL. HAVE A MIN, 3/8" EDGE DISTANCE. 5. WHERE RAFTER LAP SPLICE OCCURS AND PLYWOOD END JOINTS ARE v OFFSET, SEE DETAIL "B" BELOW, r 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A W-a' MODULE TO COINCIDE WITH PLYWOOD PATTERN. EDGE OF PLYWOOD SHEETS- EDGE NAILING EDGE NAILING EDGE NAILINGMX -' '- • 2X4 BLOCK 2X4 FLAT BLOCKING 2'-0" 2X4 FLAT BLOCKING @ EDGE 16d 0 6" o.c. MIN. WIDTH JOINTS OF PLYWOOD SHT"G. 2-10d TOENAILS RAFTER BEYOND ft (AT BLOCKED DIAPHRAGM ONLY) - OR 7' CLIP5 EA. END SEE DETAIL BELOW RAFTER SPLICE DETAIL A DETAIL 8 14 PL"OOV ROOT" 4 FLOOR PITAILS x-06-9hearblkg.dgn 1/5 " = 1"-0" U.N.O. x-0&-rooi`fIrdisp.dgn " 1 &d -ADD 1-16d FOR EA. "MIN, MIN. TYP. �OITIONAL 4" OF DEPTH 1&d /ER 8" TOP PLATE SPLICE SOLID BLOCKING /ER SUPPORT 2" MIN. 5" MIN. 6 - 16d 12 - 16d & - 16d X SOLID BLOCKING >VER SUPPORT X SCAB SAME 51M NOTCH 1/5 OR 2" MAX. 1/4 9 5 JOIST OR FAFTER I l_ W-O" MIN. LAP I_ I I MIN" NO HOLE OR NOTCH SHALL OCCUR WITHIN A DISTANCE OF 3 TIMES THE DEPTH (d) OF J015T 1/2 9 1/4 9 NOTCH MUST NOT OCCUR IN &" MIDDLE 1/2 OF SPAN (9) I TOP d iBOiiGI PL A SPLICE JOIST 5PAN BETWEEN SUPPORTS (9) -16d - ADD 1-164 FOR EA, DDITIONAL 4" OF DEPTH VER s" NOTE: NAILING SHOWN ABOVE 15 THE �i A MINIMUM ALLOWABLE. ADDITIONAL NAILING, IF REQUIRED, WILL Be SPECIFICALLY NOTED. 5PLICE PLATE SPLICES - FV. TYP. JOIST NOTCHING LIMITS x-dti tgp j9t or rftr 9plic.eAgn 1 1/2" = 1'-Q" X-06-plt9plc.dgn 5/41" = 1'-011 x-06 j9tnotchAgn G.ri�li �iJ�ft/J 0.25 IN r MAX, cv 0.40 W 518" MAX, MIN, EXTERIOR AND z ELEVATION 2 - 2X TOP PLATE HOLE OR NOTCH PROVIDE 1" X 18 GA. METAL STRAP EA. PLATE IN/4-16d EA, SIDE OF HOLE UNLESS DETAILED OTTHERWI5E 13EAKIN A'LiS NOTE: WHERE # DIM. 15 MORE HOLES IN STUD0.5 SHALL BE THAN 1/5 IN, PROVIDE AVOIDED WHENEVER. POSSIBLE STRAPS ON BOTH SIDES. PLAN OTHERWISE STRAP ON SIDE OF NOTCH OR HOLE ONLY RAFTER TO A�ALL CONNECTION HOLES OR NOTCHES IN STUNS HOLE OR NOTCH �T TOP PLATE STRONG N.T.5. x-06-b1kgatoverhang.dgn 1 1/2 " =1'-0" x-06-9tdnotrh,dgn 1 1/2 it = 1'-Off x-dti hale or notch top plateAgn N.T.5. (1/2" = 1'-0" RIDGE BEAM - REFER TO ---� ROOF FRAMING PLAN "SIMPSON JOIST HANGERS - CONTRAGTOR TO VERIFY EXACT TYPE. INSTALLATION PER "SIMPSON" CURRENT REQUIREMENTS J STANDARDS CEILING FINISH @ VAULTED CEILING tJ"'�R i/TJ"'�r�VV i�ti�i�rT':1�i i N6 x-03-rebardtlAgn 1" = 1'-0" x-o6-roofridgeAgn 2 X 4 0 16" O/C PLYWD. ROOF SHEATHING 0/ 2x ROOF EXTERIOR STUD WALL RAFTER(S) - REFER TO FRAMING PLAN POP, FURTHER INFORMATION .A CEILING JOISTS, - . (WHERE OCCURS) BOUNDRY NAILING TO SHEATHING - REFER TO FRAMING PLAN EXTERIOR CEMENT PLASTER "SIMPSON A-35 PER E T GH, 25 R aMT5SHEAR IN 24" 0/G (AT EACH BLK.) STARTER BOARD AT P.T. OF SILL TABLE T-25-I FOR SHEAR W{ L LS ( - U.N.O.) EXP05FD EAVE PLATE 1 BASE BOARDS WHERE REQUIRED ,a * NAIL / STAPLE 0 6" O/C TYP. 3 -1&d AT LAP OF _ ` - _ _ i I B. N. PLASTER WEEP SCREED CEILING JOIST CAULK AT----_.._..__ SILL PLATE AND TERMITE SHIELD"SIMPSON H3 ° Q ° EACH RAFTER `'`� I ° ° - w 'tJ8" MIN. TYP. z P 4 ° II 0 ° 4 ii ° i o 1 CONCRETE FOUNDATION ` I I ° FINISH GRADE -1q H =III lii 1 --- - I$ STUCCO R11; Bit it -011 x-01-weep.dgn NEW SLAB d FOOTING r O r 4 r O ♦� s Or sV, T, V7 s � V. rlikil MATCH DEPTH OF EXIST. FOOTINGS 24" LAP MIN. 2x STUDS ® 16" a/c D AI 1 / A-8 FACE SHEAR WALL ASf;MOV.- REFER TO FOUNDATION / FLOOR 0 FRAMING PLAN AND SHEAR WALL SCHEDULE HALL AT ROOF 1" =1'-a" x-ob-wallroof.dgn EN, SHEATHING - REFER TO FRAMING PLAN OMIT SHEAR WALL PLYWD. ROOF SHEATHING 0/ 2x ROOF 5HEATHIN6 WHERE RAFTER(5) - REFER TO FRAMING PLAN F� JOISTS ARE PARALLEL. FURTHER INFORMATION EA. SIDE OF I TALL EXIST. FTC. d FOUND. WALL, CONFIGURATION VARIES - REFER TO FOUND. PLAN 3-16d EA. END OF BLOCKING 2 x BLOCKING 0 48" o% "SIMPSON A-35 0 24" O/G (TYP. - U.N.O 2x STUDS 0 16" o%-----'`� DRILL 5/6" x 6" DEEP HOLI W/ SIMPSON SET ADHESIVE SHEAR WALL AS REQ'D. - PER I.G.B.O. M-52719 REFER TO FOUNDATION / FLOOR FRAMING PLAN AND SHEAR WALL SCHEDULE GOLD JOINT #4 "-&" DOWEL TYPE (U.N.0.) NlYi PTO rXIST. FOUN17,ATION 5/4" 1i 011 X-05-neftg2.dgn HALL - SINGLE PORTAL ) x-06-9trongwall.dgn ` � t t I�I I fill � 1I I E,N. EA. FACE WHERE O=RZ5 (REFER TO IF iI t 55LOCKN4 AT HALL 1" = 1"-Q'" x-06-blkg.dgn B.N. - nFER TO FRAMING PLAN FLOOR SHEATHING REFER TO PLAN FLOOR BEAM - REFER TO —/ FOUNDATION/FLOoR FRAMING PLAN "SIMPSON U TYPE JOIST HANGERS - - CONTRACTOR TO VERIFY EXACT TYPE. INSTALLATION PER "SIMPSON" CURRENT REQUIREMENTS / STANDARDS 2x FLOOR JOISTS - REFER TO FRAMING PLAN FOR FURTHER INFORMATION ---� x-06-firbmAgn 1n Z7 SOLBFRG + ASSOCIATES 201 East Center Street Anaheim, CA 92805 Tel: +1 714 817 7331 Fax: +1 714 844 9436 www.salbergplus-c©m Solberg + Associates reserve their commonplace copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner what- soever without first obtaining the express written permission and con- sent of Solberg + Associates nor are they to be assigned to any third party without obtaining said written permission and consent. CONSULTANTS r.. !N 0 < LO N ICU Q C 4.0 CIO r{U O E .., r ,..... {.10ElVSF11 rr--4 0CP0 �n REVISIONS 2/22/05 PC Submittal 3/7/05 PC Corrections PROJECT NO. 04117 SHEET TITLE FOUNVA"TION T7'i'lG.4L. i=9A 1/NG .UE7�4/,L5 SHEET NO. DRAWN BY