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HomeMy WebLinkAboutAdministrative Permit APX2005004 - PlansI. GENERAL NOTES I. THE GENERAL CONTRAC70i SHAH VERIFY ALL DIMENSIONS. ELEVATIONS AND SITE CONDITIONS BEFORE STARTING NORM A NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. E. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WOMI ING DRAWING NID/Oi SPECIFICATIONS SMALL BE BROUGHT TO TIE ATTENTION W TIE ARCHITECT BEFORE PROCEEOIND WITH THE WORK SO INVOLVED. 3. THE CONTRACTOR SMALL DETERMINE THE LOCATION W UTILITY SERVICES IN THE AREA 70 BE EXCAVATED PRIOR TO EXCAVATION 4. NO PIPES . DUCTS. SLEEVES. CHASES. ETC. SHALL RE PLACED IN SLABSBEAMS. M WALLS U LESS SPECIFICALLY SHOWN OR NOTED. CONTRACTOR SMALL OBTAIN PR IM APPROVAL FOR INSTALLATION O ANY ADDITIONAL PIPES. DUCTS. ETC. S. ALL ARTERIAL AND WORKMANSHIP SHALL CONFORM TD THE REWIAEIENTSW THE LATEST EDITION OF MAC. (2001) 6. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL CRAVINGS UNLESS NOTED OTHERWISE. 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITHARCKITECTURALI MECHANICAL & ELECTRICAL ORALNGS. I. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS O CONSTRUCTION.MERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OSIMILAR CHARACTER TO DETAILS MOM. SIMILAR DEIAIS OCONSTRUCTION SMALL BE USED SUBJECT TO RE VIEW BY THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER. S. THE CONTRACT DRAWINGS AMC SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN. THERM DO NOT INDICATE THEMETHOD W COISTRCTION . THE CDRRACTOII SMALL SUPERVISE AHO DIRECT THE ARK HAD HE MALL BE SOLELY RESPONSIBLE FM ALL CONSTRUCTION WEARS. METHODS, TEDNIOES,SEOFNCES AND PROCEDUES.OBSERVATION VISITS TO THE SITE IV FIELD REPRESENTATIVES W THE ARCHITECT OR ENGINEER W NOT INCLUDE INSPECTIONS W THE PROTECTIVE MEASURES W THE PROCEDURES FOR SUCH METHODS W CONSTRUCTION. ANY SUPPORT SERVICES PEREOIED BY THE ARCHITECT DURING CODTRUCIION SMALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTIONSERVICES MICR ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES MICA ARE FURNISHED BY THE ARCHITECT MD/M ENGINEER METIER W MATERIAL OR WON. AND WHETHER PERFORMED PRIOR TO. WRING OR AFTERCOMPLETION W CONSTRUCTION. ARE PERFORMED SOLELY FOR THE PURPOSE W ASSISTING IN DUALITY CONTROL NO IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS . BUT THEY DO NOT GUARANTEECONTRACTORS PERFORMANCE AND SNAIL NOT BE CONSTRUED AS SUPERVISIONW CONSTRUCTION. IS. ALL ERECTION PROCEDURES SMALL CONFORM TO OSHA STANDARDS. ANYDEVIATION MUST BE APPROVED BY OSHA PRIM TO ERECTION. IT. MOTES AND DETAILS ON DRAWINGS SMALL TAKE PRECEDENCE OVER THESEGEFERAL NOTES. 12.DESIGN. MATERIALS. [WINEN7 MO PRODUCTS OTHER THAN THOSEDESCRIBED BELOW OR INDICATED ON THE DRAWINGS WAY BE CONSIDERED FOR USE. PROVIDED PRIOR APPROVAL IS OBTAIPOO FROM THE OWNER. STRUCTURAL ENGINEER. AND THE APPLICABLE WYEMAING CODE AUTHORITY. AND THE APPLICABLE GOVEMAING CODE AUTHORITY. 13. ALL CONDITIONS SHOWN M NOTED AS EXISTING ME BASED ON INFORMATION CURRENTLY AVAILABLE AT THE TILE O PREPARATION W THESE DRAWINGS.NO WAAAARTV 15 IMPLIED AS TO THE ACCURACY W SALE. CONTRACTO IS TO FIELD VERIFY ALL CONDITIONS. SHOLD CODITIOS BC DIFFERENT IS INDICATED IN THESE DRAWINGS. THE CONTRACTOR SMALL INFORM THE ARCHITECT W ANY DISCREPANCIES PRIOR TO CONTINUING CONSTRUCTION. 11. THE CONTRACTOR SHALL DE SO.ELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING. SNORING AND PROTECTION W ANY ADJACENT PROPERTY. STRUCTURES. STREETS MD UTILITIES IN ACCORDANCE BUSH ALL NATIMALL, STATE AND LOCAL SAFETY ORDINANCES. IS. THERMAL INSULATION SHALL LEER THE YIN. REWIAEIENIOF THE TITLE 21. CAL. ADMIN. CODE-ENERGY CONSERVATION CEILINGI 8501 WALLSS RMS. 11. ROARING MATERIAL, ASPHALT COMPOSITION SHINGLES OVER WATER PROWM:MIRME. COLOR TO MATCH EXISTING ROW. CLASS B MIN. IT. ALL ROOF FASTENERS SHALL BE INSTALLED PER W/EFACTUER INSTRUCTIONS AND SHALL RESISTUINO LOADS W 10 WH. 11. STRUCTURAL OBSERVATIONS PER SECTIONS 1702 OFTHE CRC SHALL BE SC1RECORD O !HENMIENN SUCHIOBSERVATION SNS IS SPECICFICAALLLYNSREQUIREDBY THE BUILDING OFFICIAL.11. ALL NEW DOORS AD WINDOWS MIST COMPLY WITH BUILDING SECURITYSTANDARD. ORDINANCE N Tat. SEDE DOOR NOTESIBHTA41. 20. ALL pgE2pMl8C ,000.CMC.CPCAW HL1NRNOrCNBEAQE FOUNDATION NOTES I. FINISHED EXCAVATIONS FOR FOUNDATION SHALL BE NEAT AND TRIM WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION. 2. FOUNDATION SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 3. ALL EXISTING FULL SOIL AND DISTLRBEO NATURAL SOIL ARE TO BE EXCAVATEDHAD REPLACED WITH PROPERLY CONFACTEC FILL. ALL FILLING. BACIFILLINC. RECUPACTION. ETC. IS TO BE PLACED PER MAC REWIRENENTS.PLACED PER USC REWIAENENONS1S. 4. ALL EXCAVATI ARE 10 BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE PLACEMENT O ANY FILL M REINFGCIIO STEEL.M REINFORCING STEEL. S. fW11WS ARE TO BE CANDIED INTO FIRM. UNDISTURBED NATURAL SOIL ON APPROVED COPACTED FILL A MINIMUM W IF' BELOW ADJACENT GRADEM FIN ISH FLOOR. WHICHEVER IS LOWER. /. DESIGN BEARING PRESSURE IS IDOGDAV WITH A 33% INCREASE 7. ,OR SEISMIC M WIND FOOTINGS. ILIBC WIN. I. DESIGN LATERAL BEAMING PRESSURE IS ISOPAY ILBC "IN-1.1. DESIGN COEFFICIENT OF FRICTION IS .25 IUBC BIN. I. REINFORCING STEEL NOTES 1. PEINFOICINO STEEL MALL CONFORM TO ASTON A-415. GRACE 40 FOR .3 AND SMALLER. MACE NO FOR M AND LARGER. 2. REIHDRC ING FABIICISMAILfC TO ASIA A-165 AND SHALL LAP I I/O S. REINFdICINO DETAILING . 6DGINE AND PLACING SHALL CONFORM TO ACI 315. 1. WELDING W REINFORCING SHALL CONFORM TO ANS 01.1. S. LAPS AT SAM SPLICES MALL BE 36 BAR CIA. OR 12' MINIMUM FOR CONCRETE 611 BM CIA. ON 11' FOR MASONRY IU.N.0. 1. 1. VERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER W THE NALL. UNLESS NOTED OTHERWISE , A TIED AT THE TOP A BOTTOM &Al' INTERVALS NOT TO EXCEED 192 BAR DIA. 1. ALL REINFORCING STEEL. REINFORCING DOWELS. ANCHOR BOLTS. INSERTS. ETC..SMALL WE SECURED IN PLACE PRIOR TO PLACING MY CONCRETE OR GROUT FURNISH $3 TIES AT APPROXIYAIELY 36' O.C. IN ALL BEAMS & FOOTINGS TO SECURE IKE PRINCIPLE REINFOREWEM. ULESS "am UTHEAV M IEE.WHENREINFORCING IS TO BE WELDED. THE STEEL MALL CONVOY WITHASTON A-106. SHE USE OF STEEL COMPLYING WITH A5TH A-AID. REINFORCING STEEL NOTES (cow..) 8. MAY RE SUBSTITUTED. PROVIDING THIS STEEL MEETS THE CHEMICAL EWIVALENTREODIRIENTS 6 CHEMISTRY LIMITS CF ASTH A-705. S. VERTICAL REINFORCING SHALL HAVE NO SPLICES EXCEPT AT THE FOUNDATION.UNLESS NOTED OTHERWISE. TO. MINIMUM CLEAR DISTANCE BETWEEN REINFORCING STEEL. INCLUDING SPLICEDAREA. SHALL BE I' DR III BAR DIAMETER WHICHEVER IS GREATER. MIN ANN CLEAR DISTANCE AT COLUMNS SMALL BE 1 112'DR 1 I/O BAR DIAMETERS MICH EVER IS GREATER. It. MINIMA CONCRETE COVER ACES THE MINIMM CLEAR DISTANCES BETWEEN REIKOUCING STEEL AND FACE OF CONCRETE SMALL BE MAINTAINED OIESS NOTED OTHERWISE, SLABS ON EARTH ...............................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED .................2' CONCRETE BELOW GRADE, UNFORMED POURED AGAINST EARTH ......................... I- 12. DOWELS FOR WALLS AND COLONS MALL MATCH NNE SIZE & SPACING OF UM REINFORCING A SHALL LAP WITH THE WALL REINFORCINGWALL M COL STFCL PER NOTES . UNLESS NOTED OTHERWISE.StEELC15. NU HEATING O THE REINFORCING BARS SHALL BE DONE PRIOR TO BENDING. REINFORCED CONCRETE NOTES I.CENENT SHALL CONFORM 70 A.S.T.M. C-ISO TYPE V WITH A WATER/CEMENTRATIO • 0.15. 2. AGGREGATES MALL CONFORM TO A.S.T.V. C-33 FOR NORMAL WEIGHT CONCRETEL A.S.T.M. C-335 FOR LIGHTWEIGHT CONCRETE WITH PROVEN SHRINKAGECHARACTERISTICS W LESS THAN 0.057. !.READY MIX CONCRETE SMALL BE MIXED AND DELIVERED IN ACCORDANCE SIT,A.S.T.M. C-SI, 4. ADMIXTURES WY BE USED WITH THE APPROVAL O THE STRUCTURAL ENGINEER. ADMIXTURESUSED TO INCREASE THE WMKAIILIIT W THE CONCRETE MALLCE THE CEWENT CONTENT.NOT BE CONSIDERED TO RES. REFER TO ARCHITECTURALPLANS FOR MOLDS, GROOVES. CLIPS. ORNAMENTS OR TEXTURES REWIRED TO BE CAST INTO THE CONCRETE ANC) FOR THE LOCATION W DEPRESSIONS, CURBS ACED MAWS. ETC. 1. CONCRETE TOW TOLERANCES MALL DE WITHIN THE STANDARDS W THE A.C.I. 7. ALL REIIFODING STEEL. ANCHOR BOLTS. TOWELS AID OTHER INSERTS SHALLBE SECURED IN POSITION AND INSPECTED BP THE LOCAL BUILDING OFFICIALPRIOR TO THE RACING OF CONCRETE. 1. LOCATION OF ALL CONSTRUCTIONJOINTS SPECIFICALLY INDICATED IN THEPLANS, SMALL BE REVIEWED BY THE ARCHITECT AM/OR ENGINEER PRIOR10 RACING AND ORDERING OF AMYCONCRETE. JOINTS MALL BE LOCATED TO MINIMIZE EFFECTS W SHRINKAGE AND STRESS. S. CONC. FLOOR SLAB VARIATION FROM LEVEL TO 1/1' IN 10 FEET. HAS. 10. FLASH IS NM ACCEPTABLE. It. ALL EXPOSED CONCRETE SHALL BE SPRAYED MIEN A CURING COMPOUND AT THE RECOMMENDED RATE W THE MANUFACTURER IMEDIAIFIY AFTER FIMI MIND. THE CURING COMPWNO SHALL COMPLY WITH A.S.T.M. C-SOS. THE CURING PROCEDURE SMALL REMAIN IN EFFECT FOR IFI DAYS MINIMUM. OTHER METHODSOF CURING MAY BE USED PER A.C.I. 306. 12. PLACEMENT CF CONCRETE SMALL CONFORM TO A.C.I. 301. 13. MAXIMUM SLUMP SHALL NOT EMCEED I' IN FLATWORK. 14. ND PIPES M DUCTS ARE TO BE PLACED ICE CONCRETE SLAB OR WALLS UNLESS SPECIFICALLY DETAILED. I!. MINIMUM COIEESSIVE STRENGTH O CONCRETE SMALL BE AS FOLLOWS? • PAD FOOTINGS ................. 150 PCF f'R IS00 PHI W 26 DAYS • SLAB ON CRATE ................ ISO PCF M'CNSOS PAI A 26 DAYS 002000 psl USED IN DESIGN THUS GOVT. INSPECTION IS NOT AEG WOOD FRAMING NOTES 1. TOP PLATE W ALL SOD WALLS SMALL BE 2 PIECES THE SALE SIZE AS STUDS. SPLICES 10 LAP 1'-0' MINIMUM AND BE NAILED SIKH 12 - TEA MINI MM EACHSIDE W JOINT. 2. BOLTHOLESIN WOW MALL SE 1/72' TO 1/16' LARGER THAN THE NOMINALSOLI DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEADAND MT UNLESS NOTED OTHERWISE. 3. PROVIDE 2A SOL ID MUOCM ING BETWEEN JOISTS AND RATERS AT ALL SUPPORTS.BLOCKING SMALLRE OE PIECE AND THE FILL DEPTH O THE JOIST M RAFTER. 1. PROVIDE I N 1 DIAGONAL LET IN BRACING I AT APPROX. 45 CEOEESI EVERY 251-0'MAXIMUM IM ALL STUD WALLS NOT FLYWD9 SHEATHED. BRACING SHALLRUN CONTINUOUS FROM SILL PLATE TO TOP PLATE. S. PROVIDE FIRE STNS AT ALL INTERSECTIONS W STUD WALLS AT FLEA . CEILINGCEILING AND ROOF . FIRE STOPS SMALL RE TKE FILL WIDTH W THE ENCLOSEDSPACE. PL ACE FIAE STOPS AT A MAXIMUM W 1'-0' D/C IN THE SPACES. VERTICALLY ANO HORIZONTALLY. AND AT A MAXIMUM SPACING O B'-0' INEACH DIRECTION AND AT THE SLUE LINES AS FIRE STOPS IN ADJACENT WALLS. 6. ALL BOLTS SMALL BE IETIMTENED PRIOR TO THE APPLICATION W SHEATHING. PLASTER, ETC. 7. ALL OOD BEARING ON CONCRETE M MASONRY SHALL BE PRESSURE TREATEDDOUGLAS FIR. 8. WOW STARS MAY BE NOTCHED 10 A DEPTH W 255 OF WIDTH MAXIMUM. EXCEPTINTERIO NONBEARING STUDS MICA MAY BE NOTCHED TO 405 CF WIDTH MAXIMUM.STUDS MAY BE BLED TO 105 O WIDTH MAXIMUM EXCEPT INTERIOR NONBEARING STUDS AND OIAUL[ BEARING STUDS (PROVIDED NO MORE MAN TWO SUCCESSIVEDOUBLED STUDS ARE BORED) WHICH MAY BE BONED TO 605 W WIDTH MAXIMUM.BOIEDI WHICH MAY BE BORED TO 605 OF WIDTH MAXIMA. BORED HOLES SH ALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR A NOTCH. IN NO CASE SHALL THE EDGE W A BOLD ROLE BE HEARER THAN 5/6' TOTHE EDGE Of A STUD. S. ALL NAILS SHALL BE COMMON. NAILING SMALL BE PER CHAPTER 23 W THE UN FORM BUILDING COO. 10. ALL NOWNEMERS MALL BE DOUGLAS FIR M LARCH AS GRACE MARKED Of THE R.C.L.A. IT. PLYWOOD SHEATHING SMALL BE DOUGLAS-FIR CONFORMING TO COMMERCIALPRGIC'S STANOARO PS-I AND SHALL BE GRADE MARKED IN ACC MICE WITH H.P .A. ALL PL YWOW SHALL BE CLASSIFIED AS EXPOSURE I. 12. CUTTING, NOTCHING. OR DRILLING W STRUCTURAL WEIeERS, TO BE PERMITTED ONLY AS DETAILED M APPROVED BY THE STRUCTURAL ENGINEER. 13. ALL SILL BOLTS SHALL BE PLACED 9 INCHES FROM THE END W A BOARD ORFROM A NO7CH AND SPLICED AT INTERVALS NOTED ON THE PLANS. 14. ALL FRAMING ANCHORS. POST CARS. COIF, BASES. HOLWMS . STRAPS, FRAMING CLIPS. ETC. SHALL BE AS MANUFACTURED BY *SIMPSON COMPANY IS. PROVIDE BLOCKING AND BRIDGING PER U.B.C. 16. PIE DRILL FOR NAILING WHEN MAIL SPACING RESULTS IN THE WOOS SPLITTING. IT. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH W THE FOLLOWINGGRADES. CONFORMING TO STANDARD GRADING RILES FOR WEST COAST LUMBER. NO. 16 UNLESS NOTED MHERVISEI RAFTERS. AND JOISTS ... .................NO. 1. BEAMS. HEADERS AND STRINGERS ...................NO. 1. POSTS AND TIMERS ............................. N0. 1. 2 A 1 JOISTS AND RAF7[PS .......................NO. 1. ..................STUDS. BLOONING AND STRIPPING NO. 2. STRUCTURE DESIGN DATA ACCESSORS PARCEL NO.: CONSTRUCTION TYPE: V-N OCCUPANCY GROUP: R3N1 EXISTING STRUCTURE FIRST FLOOR: 1018 sq.R SECOND FLOOR TUNNEL' 46 sq.1t GARAGEAREA: 459 Bq,1t PROPOSED ADDITION: 59 TOTAL: 1582 eq.R Lot size: 2875 M 55%IDtcoverape LEGEND Walls: New Construction: Roof line: ------ Property Lines: --------- Sidewalk/Curb: Walkways: SHEET INDEX A'1 TITLE SHEETAND SITE A•2 FLOOR PLAN A.3 FOUNDATIOWELEVAiION PLAN A-4 SECTIONS/FRAMING PLAN A-5 UTIUTY/SCHEDULE PLAN A-6 TITLE 24 ALLEY IABr _Wamr Y P A T_F L] IC NO ND S i TIP. T T IE ISLAB-l' RD(- r •. L J I \\ I r 1 1'i' S L J TIP. 5555 MG(- MAST LOOM 0 0 WE"AIY SIDEWALK PARKWAY CURB NINTH STREET SITE PLAN,...e REV. LEVEL DE11CRPI ON INITIAL RELEASE INITIAL • • • • •• • 1 1 •• • •••• •• • IS • • • • IS • • ••• •IS • ••• • •• • • • • • • • • • • • AS • •• • •N • •• PROPERTY OWNER 9'9' Ken Bitting 228 9th Street Huntington Beach, CA 92646 (714) 960-7056 ARCHITECTOR ENGINEER CERTIFICATION: SITE LEGAL DESCRIPTION: Tract: XXX Block: XXX Lot: XXX SCAT I/e' I'-0° DO NOT SCALE DRAWING Nd Wok AiSR Rend r-tbedu used A RMMAOAWTIDMI [OF mNISRDBBIgn Z ag 0 SHEETM26aER Al CLOSET BATH za LOFT I.1 BTACK CLOSET 0 GARAGE Lot size: 2875 ft2 a -------------- THIRD FLOOR HALL DN SECOND FLT TUNNEL --------------- L------- ®D z0 OFFICE 0 CLOSET C A5 BEDROOM SECOND FLOOR L-------- KITCHEN FAMILY ROOM FIRST FLOOR I \kV It 3 CLOSET CLOSET MASTER BEDROOM F.ALIT FLORA THESE CJ AE TO BE SISTERED WITH (E) CJ ROOM 4 2011 PJ -1 D.F. •16 C. FLOOR PLAN ,,._,a REV.LEVEL DESCRIPTION IINTTUL INITIAL RELEASE LEGEND: EXISTING NEW CONSTRUCTION CEMO WALLS PROPERTY OWNER BY Ken Bitting 228 9th Street Huntington Beach, CA 92646 (714)960-7056 ARCHITECT OR ENGINEER CERTIFICATION: LEGAL DESIMIPTION: Tract: XXXX Lot: XXX SCALE: IAC"= I' -LI" DO NOT SCALE DRAWING AI BEd NT IIM110BDIIBI herein cgrotllule IS illrdhBdsrodolMSA eeMAley Od Deed ad nNgld.9tlerl MSR CJ •HEETRU6e3ER A-3 r El JJJJ)JJJJJ FASCIA MATCH (E) JJJJJ JJJJ) ASPHALT COWOSITION SHINGLESR0A6S NAI L TB ATCN TEIC ROOF AS N NO MAIILS.OVEII 7O. FELT (N) m JJJ JJ STUCCO BEANS MATCHIOOtlT (E JJ VAIA TEO CE Il ING1 J I JJ J I JJ NORTH ELEVATION JJJ JJJJJ JJJJ JJ JJ JJ FRAM' SOLID TO MATCH ADJACENT0 1 UPSON TASTC71 STRAPS 1 BWE N ESISTNG AND ADDITION JJJ JJJIJ JJJJ JJ JJ IJ JJJJ)-t I JJJJ JJJ JJJQ JJJJJJJJJ JJJJJJJJ LN ELEVATION PLAN M..e DMM INITIAL RELEASE INITIAL • • • • • • • • • • ••• • • • ••• • • • • • • PROPERTY OWNER BY. Ken Bitting 228 9th Street Huntington Beach, CA 92646 (714) 960-7056 ARCHITECT OR ENGINEER CERTIFICATION: LEGAL DESCRIP'nOW Tract: XXXX Lot: XXX SCALE: hI4 1' -0N 00 NOT SCALE DRAWING Al DDee11ppppTTlIOaMnId mm•ry rawtlwlrmroenfhomMSR' Iced z0 CoWO -t, •IEETNUSEER A-4