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Home My WebLink About10138173.pdf�y 7 Sol •, � C ? Jf t ��nn.. rry.e,� � 7 . �g � :'. } S �`xI ��y .. � 3� .''7 "" ''. �, ..:. { I £ a.Ssi L .i.a SL . <* Sys ry . 7t. Y. } v L a { 9. ,3i Y+''�a iiY'xHc �y'f y 94Tyf K �s'k� v I t � 4'-11" 189-0n ')-8" a EX1S77NG V STORY BUILDING EXISTING O)VE STORY GARAGE ��y USED FOR STORAGE COVEREDBREE/� TS Y 17-Q"�ts' Q" L i 20'-0 % W T 0 � �-_ 61J6 SF 106 SF 272 SF "_�- EVS77NG CONC WALK EXIS77NO LA EXIS77NG LAO F EXIS77NO COACREX B i' WALK to L4J 1~ ZE,VS77NG CONCRETE PA 06 EXISTING MAC, WA EXISTING RESIDENCE 1717 SF FIRST FLOOR \ 804 SF SECOVD FLOOR / \ 2521 SF TOTAL \ / \ / \ / L I LO MIDGE AREA OF ARK AT SEC FLOOR 851 SF EXIS77NG PORCH w 0 ===rb ExIS77NG STEPS j'� j %�:11-�77A(G C NC. WALK 4$-1on 324-2it 4'-10" 8'-2" C> EXIShW EXIS77NG COAC EMS77NG LAO //" LAWN EVS77NG EXISTW WALL S7EPS EVSnNG I EXISTING SIDEWALK L0 `O EXIS77NG PARKWAY L I EXIS77NG CURB AND GUTTER EXIS77NG STREET 6'-11" .SITE !�I4N SCALE: 1 /8" = 1'-0" S H E E T SHT. DESCRIPTION • COVER SHEET /SITE PLAN 2 - FIRST & SECOND FLOOR PLAN 3 FLOOR FRAMING PLANS q. BUILDING SECTIONS 5 - T-24 6 GENERAL NOTES 7 N D E Saunders +Wiant W W Architects JOB ADDRESS. 1717 N. Bush St. Santa Aria, Ca. Ms. L*sa SchWartz 17 N. Bush St. Schwartz Santa Ana, Ca. 92706 71 —— 17 g ARCHITECT: Saunders cant Architects 162 250 ort Center ri rgve # 204 NeWport each, Ca. 92660 PH: 49-- 7 1®-- 7 Game X'00m A*P*N* 1 1 —.29 ° Al er tl . 0 C C U F") AN C %y" TYPE, V—N CEPF %� ley �� s8�`v'� W� .,".� C:t 1.. {.-. 4.. it?'�.✓ �.-'' i r Ya " a; i. 4s St. LIVID �e�- s P �, .ear �� & a ys ',`'Purrs°>u' `.,_"' " ,ter r,5sas` AREA TABULATIONSRESIDENCE: Ya Rx a >� ��>:s � �9 a; �, �, c..*r °3 "".� +� P '1 f's;s ,� 1t FLOOR LIVI% 171 % FTu* t h, Un U, .�s on •virilt, 11 P�m . ,T RXIS .2n FL L 1 . T�4 � � Ana. 9 �� TOTAL RE LIVING: 2this,h��': any a. of ° "id �Y.c ti �v k'd9 "a ^P be art C ��,-'.� SF� # °am Date of i. 131 AR fit mom AwSpled i KENNETH J. WIA ♦ LOT COVERAGE-. Z 0/03 mom f / r 1 S• FT•� �'�'oF.�° LOT 7198 S. FT. OPEN SPACE 7 • T• SITE PLAN r- V 1-57 N(� 6- C-CONP f L_L020_1Z T _& __D Q AT 10 N 0 f CEI >1 -ED (�AMF- IZOOM A[2 - 1___U [A. CLO 6 �: T Z A-60 2/52 6f pz B>E�U fZF-11,11 Ill, (1 11111 1111 ,ill( 1. DO NO T SCALE FROV THESE DRA WNGS, VERIFY ALL DIVENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO THE ARCH17ECT 2. ALL DIRENSIONS ARE TO FACE OF S77JD UNLESS N07ED GENERAL NOTES-: THER WSE 3. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND THE 2001 AND PROJECT D 1 i i 0 REVISIONS: 00000 OF6 SHEETS .AR I LX16TIH� 6T4P, U16TIH(�qbl F- EIS VALL -4- 2'X3'cA6F- MLNT VINPOV6 24 6f 4- 2.5'x 5VE LUX IZOOf VI HPOV6 50 bf TOTAL,- 74 bf PPO\/IPC-P 15LCONP f:I,00ZAL9LPATI0H PLM (599 60 FT X 1096 = 59.9 50 fT /2 = 29.9560 17T) F1110Z PLAN NOTE-: 1. PO NOT 6CALL fROM PL-ab. VLPIfy.4LL PIMF- VN6 ON SITE. DIME N610N6 7. NO (a4lq-6 TO WAJN4q- - 6flOvN ARE To fACL Of 67UL-) UHLF--66 NoTo 0TflLPvI6C-. 2. PROVIPE DLOa/,IH� DUANP �YP. DRATALL CADINLTZY MP POOZ 6TOP LOCATIA6. 4. PpyVaL To E5E 5/8" �yp6tjM DoApp V1 1/8" 641M W-4T \)//LJPIT TROVLLUD fIN16fl. MOWER=_=, Invagm W- M 9. ALL NEV V024 64-k-L C0Hf0ZM TO TflL C-5C (2001 EDA TITLI- -24 F- HQZ�Y ,5TMPAP,P6, CPC UMC (L4TL5T IDA 2001 CLC MP ALL OTflr: IZ LOCAL COM6 MP ORDINMCT-:t% 116 01 =0- 0 Saunders +Wiant Architects Architecture Interiors 250 Newport Center Drive Suite 204, Newport Beach California 92660 Tel: 949 . 721 0730 Game Room Alderation 1717N. Busb St. Santa Ana, .. Ca. 92706 PROJECT NO. 01-12-Sli :;z Of 7,5�v- U i5 1 6CALF— e M p 0 /q9f r 6Cf" LE: tD r i /qff � 5/„x I ~2. L Nijfl MP Loc. 6LE PLm E6C5 1144 CC 5 114-4 NEV 5/V x r 4" 2. F - S i L_ I 1, P J�: �: PLm ECC 5 11 4 @ �: iP of PARA-LAM NLvJ ,&6 p06T ,511E PLAN ►,,�L 0 N � 511E FLAN `U16T1N� fOUNPAT1aN 0 pN NOT �: V✓�IE�E NEv✓ PAP iNTERFE2E� WiT�I a.ai�En 4x[1PosTiN VALL ABOVE FLOOR PIER, REMOVE PIER 8 SUPPORT FLDOR C,IRDER ON NEu/ PAD, iN,5TaLL cE506 46 2EQUIRED. fou N P AT ION 45 P Z6T f LOO IZ f Q-41A A; PAN 6cALF-: i IQ" _ i.-0., 5OTfl 61PL A> `DILL. PI 4T[- 1 N(� FLoo z Nc; 6x b LOCV-I N(; x 4 PO.5T f r r 0X A O TM SIMT r 40 '.. j MIN mu'A M T, mummmm ■ 4x6 P06T IN VALL 13 ■ 4x6 P06T IN V LL ■ HE V HEADER. 3 1 /2" x 9 1 /2" 2.0E ®F PAR.ALLAM P61- Ax6 ICI NC P06T ■ _70— &4 POST IN VALL All dx6 ICI' P06T Nr- V IlEADER. 3 1 /2" x 9 1 /2" 2.0r- DF PAULLAM PbL AXA P06T IN VALL ■ NEV .X VI=R 3 1 /2" x 9 1 /2" 2.0E OF PASALLAM P61- 4x6 KING P06T ■ G--■— 4x4 P06T IN VALL i r y ii » l A: OF MR 11101. All Architecture Interiors 250 Newport Center Drive Suite 204, Newport Beach California 92660 Tel: 949 . 721 0730 REVISIONS KENNETH J. WANT i C` ' o/o3 PROJECT NO. 01-12-7,, F. DATE: 03-03-03 REVISIONS: G,f0 a!%T4 R 1V Out 11s> P ly 0 h Win t 2X 12 F.J. @ 16" o1c 2x4 C.J. @ i 6" o1C (2) 1 6L) @ 12" 01C i NI=v12X4 6TUP \VALL b I 1 152 1oD@6„o1c 2x 12 F.J. @ 16" o/ C 2x 12 CONT. bL4'(' 2x4 C.J. @ 16" 01c (2) 1 6P @ 12" 01C TdAC 2 18 .NAN(�AIZ 6C41_C ; I" = I ems„ U16T. 1Z00F I. ,I- @ " 32o1C H 2x( )(I 0) @ 32" 01C - APPON O1. 16UL� ION F T 6PACL (2) 1 D @ 1 2" 171 C ,SCALE, I " = IV" U16T. IZOOF H 2X( 10) @ 32" 01C U16T. 2x4 @ 32" 01C A33 @ 32" 01c .SCALE; I" = IV" r 19 1 I I 1 rdro-NIMINN's 1 6PACEP I X 6.NLAT.NlN� i kV 2X8 IzAfTC Z � LX16T. 2X4 ZqT L IZ6 1 kv FLoolz ,f _ AT.NIN G � NE-V 2x 12 FLOO12 JOI6T6 1 I 1 HL\V E?LOCI,IN(; I LX16T, CL(;. J0I6T6 �r 6CALF : I l2» = I %0" .. CALF: 114- _ IV" F11Ci1 ilk r1;_11 ..� �_11111 11 Ira E 0 IZ-30 IN6LII-4TION (5) I n LAcd .5IPE 2x6 TEE @ 32 EXIS'j, CRIPPLE u/AlL o/C - 45 you/ 2- 13 iN5uL4TIaN A.S P055115LE 4XQ LIDR. {N} FLooz r /_�D Joi5T5 ON 6cALL; 11" _ I -o- CAM 6C LPULL kV f LOOP. 511AM 5 11 " x 1409 2.0 1. aF PAZALL 4M CA L ( TOTAL LL �T.N 44 APiZOX.) 52 k\V FLOP. 511AM 5 114" x I & 2. Pf P ZL L (TOTAL- LAN 45'.APIZOX.) Architecturei,_ Newport250 Suite 14 Newport Beach California 92660 4 0 Schwaftz Residence Game Room Alderation Busb St. Santa Ana,, Ca. 92706 A RR -stilt, KENNETH J. WIA --C-1 , 13 03 till CM PROJECT 0. 01-12- ,ATE: 03--03 ,l to akc, mritt "PG I Saunders +Wian-t Architects Architecture Interiors 250 Newport Center Drive Suite 204, Newport Beach California 92660 Tel: 949 . 721 0730 REVISIONS Schwaftz Residence Game Room Alderation 1717N. Bush St. Santa Ana, Ca. 92706 �KENNETH J. /30/03 Mve - .i T-24 PROJECT NO. 01-12-S DATE: 03-03-03 BEE REVISIONS: L! A bo, kep on t 'I a n;- ro :floes I ie Vic Law. SHEET NO. ERAL A107ES I . VERIFY THE CONDITIONS AT THE 51TE , COMPARE THESE WITH THE DRAWINGS, AND ANY DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION . ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND / OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK 50 INVOLVED. SUBMISSION OF THE BID PROPOSAL IMPLIES THAT AN INVESTIGATION OF THE SITE CONDITIONS HAS BEEN MADE AND THE METHODS OF CONSTRUCTION ARE UNDERSTOOD. THE CONTRACTOR 15 RESPONSIBLE FOR ANY AND ALL INFORMATION ON THE DRAWINGS, AND IT 15 H15 RESPONSIBILITY TO INFORM HIS SUBCONTRACTORS OF THIS AND TO VERIFY ALL INFORMATION ON ALL SHEETS ON THE DRAWINGS AND 5PECIFICAT€ON5. 2. ALL WORK SHALL BE COMPLETED AND INSTALLED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE LATEST EDITION , AND LOCAL CODES. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THE DRAWINGS. 3. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE WORK CONTRACTED AS DRAWN OR SPECIFIED . IF DRAWINGS OR SPECIFICATIONS ARE AT VARIANCES THEREWITH , CHANGES SHALL BE MADE TO COMPLY WITH ALL REQUIREMENTS. LOCAL CODES AND REGULATIONS BECOME A PART OF THE CONTRACT AS THEY APPLY, AND ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE THEREWITH . 4. CONTRACTOR SHALL GIVE EFFICIENT 5UPERV15ION TO THE WORK U51NG H15 BE5T 5KILL AND ATTENTION AND TO COORDINATE WORK AMONG ALL TRADES. HE SHALL KEEP ON THE WORK, DURING ITS PROGRESS, A COMPETENT SUPERINTENDENT AND ANY NECESSARY A5515TANT5 TO PR05ECUTE THE WORK WITH DISPATCH . 5. NEITHER ANY PROGRESS PAYMENT NOR THE FINAL PAYMENT, NOR ANY PART OF THE RETAINED PERCENTAGE , SHALL BECOME DUE UNTIL THE CONTRACTOR DEL€VER5 TO THE OWNER A COMPLETE RELEASE OF ALL LIENS ARISING OUT OF THE CONTRACT. PRIOR TO 5TART€NG WORK , AN AGREEMENT SHALL BE MADE BETWEEN OWNER AND CONTRACTOR AS TO PAYMENT SCHEDULE FOR WORK COMPLETED . G. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL H15 WORK FROM DAMAGE AND PROTECT OWNER'S PROPERTY AND ADJACENT PROPERTY FROM INJURY OR L055 ARISING IN CONNECTION WITH THI5 CONTRACT . CONTRACTOR SHALL MAKE GOOD ANY INJURIES OR LOSSES. THIS INCLUDES DAMAGE FROM INCLEMENT WEATHER. 7. CONTRACTOR SHALL MAINTAIN PUBLIC LIABILITY AND WORKMEN'S COMPENSATION INSURANCE AS REQUIRED BY LAW. OWNER SHALL BE RESPONSIBLE FOR, AND AT HIS OPTION , MAINTAIN SUCH INSURANCE A5 WILL PROTECT HIM FROM CONTINGENT LIABILITY DAMAGES. OWNER SHALL MAINTAIN FIRE INSURANCE FOR H15 PROTECTION AND THAT OF CONTRACTOR AS THEIR RESPECTIVE INTERESTS MAY APPEAR. 8. OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER CHANGES OR EXTRA WORK BY ADDITIONS, DEDUCTIONS, OR ALTERATIONS. THESE CHANGES WILL BE ALLOWED ONLY WHEN THEY ARE APPROVED IN WRITING BY BOTH THE OWNER AND THE CONTRACTOR, AND WITH AN AGREED UPON PRICE . 9. SHOULD CONTRACTOR WI5H TO SUGGEST ANY SUBSTITUTE WHICH HF FEELS 15 EQUAL TO THE ONE SPECIFIED, HE SHALL SUBMIT INFORMATION OF THE SUBSTITUTE TO OWNER FOR APPROVAL. NO SUBSTITUTES WILL BE ACCEPTED WITHOUT OWNER`S APPROVAL. 10. CONTRACTOR 5HALL GUARANTEE IN WRITING THAT HE WILL MAKE GOOD AT His OWN EXPENSE ANY DEFECTS, DAMAGES OR INJURY TO THE WORK AR151NG FROM DEFECTIVE OR IMPROPER WORKMANSHIP OR MATERIAL.5 WHICH MAY APPEAR W17-HIN ONE (1) YEAR FROM FILING NOTICE OF COMPLETION. 1 1 . CONTRACTOR SHALL KEEP THE BUILDING AND PREM15ES CLEAN DURING THE PROCESS OF WORK AND LEAVE THE BUILDING BROOM CLEAN AT COMPLETION OF WORK, WITH ALL SURFACES FREE PAINT, ROUGH SURFACES, WINDOWS AND FRAMES FREE FROM DIRT AND STUCCO. 12, BUILDING PERMITS AND FEES SHALL BE PAID FOR BY OWNER. 13. OWNER 5HALL PAY FOR WATER AND ELECTRICITY REQUIRED DURING CONSTRUCTION . 14. OWNER SHALL FURNISH TO THE CONTRACTOR, FREE OF CHARGE , FIVE (5) COP1F5 OF THE PLAN5 AND SPECIFICATIONS. ADDITIONAL COPIES MAY BE OBTAINED AT THE CONTRACTOR'S COST. 15. PRIOR TO AWARD OF CONTRACT, A REASONABLE LENGTH OF TIME FOR COMPLETION OF WORK 5HALL BE AGREED UPON BETWEEN OWNER AND THE CONTRACTOR. THE CONTRACTOR SHALL STATE IN HIS 131D THE AMOUNT OF TIME HE PROPOSES FOR COMPLETION OF WORK IN CALENDAR DAYS. I G. CONTRACTORS ARE INVITED TO SUBMIT C05T-5AVING PROPOSALS AT TIME OF BID WITH THE UNDER- STANDING THAT THE END RESULT WILL BE AS SHOWN ON THE DRAWINGS. 17. THE DE51GN , ADEQUACY AND SAFETY OF ERECTION , BRACING , SHORING , TEMPORARY SUPPORTS, ETC.. 15 THE 50LE RE5PON5151LITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. THE CONTRACTOR 15 RESPONSIBLE FOR. THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALL5, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIAL. OBSERVATION V151TS TO THE SITE BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE -MENTIONED TEMPORARY SUPPORTING ELEMENT5 . I . ALL GRADING , ROUGH AND FINISH , SHALL BE IN ACCORDANCE WITH GOOD PRACTICE TO PROVIDE PROPER DRAINAGE AWAY FROM THE; BUILDING IN ALL AREAS OF WORK. ALL WORK SHALL COMPLY TO THE GRADING AND EXCAVATION REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. VERIFY ALL GRADES BEFORE STARTING WORK, AND NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. ALL COMPACTED FILL OVER 12" IN DEPTH SHALL BE INSPECTED BY A SOILS ENGINEER, AND A PROPERTY SOILS REPORT 5HALL BE: SUBMITTED TO THE BUILDING DEPARTMENT , ARCHITECT AND OWNER. 3. EXCAVATION SHALL BE TO THE NET 5iZE , LEAVING SUFFICIENT ROOM FOR THE PROPER INSTALLATION AND REMOVAL OF FORM WORK. CARRY ALL FOOTINGS DOWN TO ADEQUATE BEARING CONDITIONS. EXCAVATION SHALL BE CLEANED Of ALL L005E MATERIALS AND WATER. 4. BACK FILL SHALL BE SELECTED MATERIAL, FREE FROM DEBRIS, ROCKS AND OTHER FOREIGN MATTER. IT 5HALL BE PLACED , DAMPENED AND COMPACTED BY SUITABLE MEANS TO A RELATIVE DENSITY OF 90 %. 5. EXCAVATION DEEPER THAN DIMENSIONS SHALL BE FILLED WITH CONCRETE . G. TRENCHING AND BACK FILLING FOR UTILITIES SHALL CONFORM TO THESE SPECIFICATIONS. 7. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION . 8. ALL BRUSH , OLD PAVEMENT , DEMOLISHED BUILDING MATERIALS, AND ANY EXCESSIVE EARTH SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. FOUINDA 77 S I . FOUNDATIONS SHALL BE THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL 501L5 ARE TO BE EXCAVATED AND REPLACED WITH COMPACTED FILL. ALL FILLING, BACK FILLING, COMPACTION ETC., 15 TO BE ACCOMPL15HFD ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 3. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOIL ENGINEER PRIOR TO THE TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. 4. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12" INTO FIRM UND15TURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 5. DE5€GN BEARING PRESSURE €5 1500 P5F WITH A 33 % INCREASE FOR SP15MIC OR WIND LOADING, G. DESIGN LATERAL BEARING PRESSURE 15 300 P5F/FT WITH A 33 % INCREASE FOR 5E15MIC OR WIND LOADING AND A 200 % INCREASE FOR 150LATED POLE TYPE FOOTINGS. 7. DESIGN COEFFICIENT OF FRICTION 15 0.40 WITH A 33 % INCREASE FOR SEISMIC OR WIND LOADING. 8. PLEASE REFER TO 501L REPORT PREPARED BY: COMET AIVD REINFORaAIG I . ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 P.5.1. AT 28 DAYS MAXIMUM WATER PER SACK OF CEMENT SHALL NOT EXCEED 7 GALLONS. 2. WELDED WIRE REINFORCING MESH 5HALL CONFORM TO A5TM A-185 , WITH TIE WIRES MINIMUM OF # 18 GAUGE. 3. REINFORCING BARS SHALL CONFORM TO A5TM AG 15, GRADE 40 FOR # AND SMALLER, GRADE GO FOR # 5 AND LARGER. LAP ALL REINFORCING 3G (24" minimum) BAR DIAMETERS MINIMUM . 4. CHECK WITH OTHER TRADES . BE SURE ALL UNDERSURFACE WORK I5 COMPLETE. PROPERLY LOCATE ALL INSERTS, HANGERS, TIES, ANCHORS, BOLTS, DOWELS, CHASES, BLOCKING, GROUNDS, VENTS , ETC . BEFORE CONCRETE 15 POURED . PROPERLY WET DOWN ALL FORMIPUDDLE AND TAMP FILL. SET SCREEN BOARD FOR ACCURATE GRADE SUPPORT. ALL VERTICAL STEEL AND BOLTS IN PLACE WITH RIGID SPACER FORMS. 5. PLACE AND VIBRATE ALL CONCRETE AS REQUIRED TO ELIMINATE ALL VOIDS, POCKETS, ETC. AROUND FORMS, REINFORCING, OR FASTENING DEVICES. FILL EXCESS CUTS AND ROUGH PLACES. REMOVE ALL LOOSE CONCRETE , AND FILL HONEYCOMBED SURFACES. STONE POCKETS AND OTHER IRREGULARITIES WITH CEMENT MORTAR . FLATWORK SHALL. BE FREE OF PUDDLES. PROTECT ADJACENT SURFACES . G. STEPPED FOOTINGS SHALL BE A MINIMUM OF 2' IN HORIZONTAL DIRECTION AND SHALL NOT EXCEED 1/2 THE HORIZONTAL D15TANCE IN VERTICAL DIRECTION. 7. INTERIOR FLOOR SLABS SHALL HAVE A HARD STEEL TROWELED SMOOTH FINISH . 8. EXTERIOR CONCRETE PAVING SHALL SLOPE AWAY FROM THE BUILDINGS AND HAVE A FLOAT FIN15H OR AS CALLED FOR ON THE DRAWINGS. 9. WELDING OF REINFORCING STEEL SHALL CONFORM TO AW5 D 1 2- € U51NG PROPER LOW HYDROGEN ELECTRODES. 10. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE 5LAF5E5 UNLE55 SPECIFICALLY DETAILED. 1 1 . AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO A5TM C33. 12. SPLICES OF HORIZONTAL REINFORCING BARS IN WALLS AND FOOTINGS SHALL BE STAGGERED. 13. DOWELS FOR WALLS SHALL BE THE SAME 51ZE AND SPACING AS THE WALL REINFORCMENT AND SHALL LAP WITH THE WALL REBAR5 AS NOTED ABOVE UNLESS OTHERWISE NOTED. 14. CEMENT TO BE PORTLAND CEMENT CONFORMING TO A5TM C-1 50 TYPE I OR 11, LOW ALKALI. BIAS RY I . ALL CONCRETE BLOCK SHALL CONFORM TO A5TM C-90, GRADE N (MEDIUM WEIGHT). 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETERS (2'-G" MIN.) AT ALL SPLICES UNLE55 OTHERWISE NOTED. 3. ALL MASONRY SHALL BE REINFORCED GROUTED MA50NRY. GROUT SOLID ALL CELL5(ADD 'GROUT -AID' ADMIXTURE, TYPICAL). 4. SPLICES OF HORIZONTAL REINFORCING BARS IN WALLS SHALL BE STAGGERED. 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL OR COLUMN REINFORCMENT AND SHALL LAP WITH WALL OR COLUMN REBARS AS NOTED ABOVE. G. ALL REINFORCEMENT, BOLTS, ETC., SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 7. MORTAR SHALL BE TYPE'5' AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 P51 AND MIXED IN THE FOLLOWING PROPORTIONS: I PART PORTLAND CEMENT 1 /4 TO 1/2 PART LIME PUTTY 2-1/4 TO 3 PARTS THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS SAND 8. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI AND MIXED IN THE FOLLOWING PROPORTIONS: I PART PORTLAND CEMENT I / 10 PART LIME PUTTY 2 TO 3 PARTS SAND 2 PARTS GRAVEL (MAXIMUM). 9. REFER TO SOIL REPORT FOR BACKFILLING RECOMMENDATIONS BEHIND RETAINING WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACFILL. OPERATION. BEFORE THE BACKFILL OPERATION BEGIN THE CONCRETE SLAB SHALL BE POURED AND THE SECOND FLOOR FRAMING INSTALLED, (WHERE APPLICABLE). 10. ALL BRICK SHALL CONFORM TO A5TM C-G2, GRADE MW. 1 1 . CEMENT, REINFORCING BARS, ECT., SHALL BE PER CONCRETE SECTION OF THESE GENERAL NOTES OTHERWISE NOTED. 12. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO A5TM C-144 AND C-404. S7RUC7URAL S7ER It I . ALL STRUCTURAL STEEL SHALL CONFORM TO A5TM A3G 2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDTION OF' AI5C SPECIFICATIONS FOR THE DESIGN , FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING' . 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER,. 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO A5TM A307, 5. ALL WELDING SHALL BE DONE BY THE ELECTRJC ARC PROCE55 USING APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDER5. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR. WELDING MAY BE PERFORMED U51NG THE SUBMERGED ARC PROCESS WITH AUTO WELDING (SAW-1). LOW HYDROGEN ELECTRODE5 SHALL BE USED IN WELDING OF REINFORCING BARS. G. ALL PIPE SHALL CONFORM TO A5TM A53 GRADE 'B'. (3GK51) 7. ALL TUBE SHALL CONFORM TO ASTM A500. (4G K51) 8. LIGHT GAUGE COLD FORMED STEEL MEMBERS SHALL CONFORM TO A5TM A441 , UNLE55 OTHERWISE NOTED. 9. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. MffT 4iETAL I . SHEET METAL FLASHING SHALL BE AS CALLED FOR ON THE DRAWINGS OR AS REQUIRED TO MAKE A COMPLETE WATERPROOF CONDITION THROUGHOUT THE PROJECT. 2. ALL WORK SHALL BE NEAT AND UNIFORM WITH MITERED JOINTS AT CORNERS AND ANGLES . BROKEN MEMBERS SHALL FINISH WITH TRUE, STRAIGHT AND SHARP LINES, AND SHALL BE ACCURATELY COPED AT INTERSECTIONS. 3. SECURE FLASHING WITH CLEATS OR OTHER CONCEALED FASTENER5 WITHOUT NAILING THROUGHOUT NAILING THROUGH METAL WHENEVER P0551BLE . SPACE NAILS , RIVETS, ETC. AT 8 " O . C . MAXIMUM. RaIGH CARPENINY 1. LUMBER SHALL BE CLEARLY GRADE MARKED . 2. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. STUDS, PLATES, BLOCKING, SILLS SHALL BE DOUGLAS F-IR NO. 2 GRADE OR BETTER. 5TUD5 8' - 0'" OR 1 E55 MAY BE DOUGLAS FIR #2 , P05T TO BE DOUGLAS FIR NO. I . 4. ALL HORIZONTAL FRAMING LUMBER, JOIST, RAFTERS, BEAMS , GIRDERS, ETC. SHALL BE DOUGLAS FIR NO. I UNLF55 OTHERWISE NOTED ON THE DRAWINGS. 5. PLYWOOD : A. ALL PLYWOOD SHEAR PANELS SHALL BE CDX (24/0) THICKNE55 AND NAILING AS CALLED FOR ON THE DRAWNING5 . B. ROOF DIAPHRAGM PLYWOOD SHEAR PANELS SHALL BE 112" THICK CDX (32/ 1 G) WITH 8d NAILING AT G " 0. C. EDGE NAILING , UNLE55 NOTED OTHERWISE. G. METAL CONNECTORS SHALL BE THIN GAUGE CLIPS BY 51MP5ON5 , ART-COR , TRIP-L-GRIP OR TECO , AND 5HALL BE GALVANIZED. ALL HOLES 5HALL BE FILLED WITH NAILS OR BOLTS . 7. MEMBERS SHALL BE CUT SQUARE AND TO ACCURATE I ENG7,TH AND NEATLY ASSEMBLED . THE FRAMING 5HALL BE IN5TALED PLUMB , LEVEL, 5TRAIGHT AND TRUE .. 8. INSTALL ALL NAILING BLOCKS AND BACKING NECESSARY FOR ATTACHMENT OF GROUNDS, TRIM AND FIXTURES. VERIFY WITH OWNER AND OR ARCHITECT ANY'37ECIAL ATTACHMENT REQUIREMENTS. DO ALL REQUIRED CUTTING, FURRING AND BACKING FOR OTHER TRADES . 9. ALL BOLT HEADS AND NUTS THAT BEAR ON WOOD SHALL BF: PROVIDED WITH METAL WASHERS. 10. NAILING SHALL BE AS REQUIRED BY LOCAL CODE AND THE UNIFORM BUILDING CODE, TABLE NO. 23-1-Q, NAILING SCHEDULE . 1 € . EVERY EXTERIOR STUD WALL AND MAIN CROSS PARTITION 5HALL BE BRACED AT EACH END AT LEAST EVERY 25 FEET OF LENGTH WITH I X G DIAGONAL_ LET -IN BRACE OR PLYWOOD AS CALLED FOR. 1 2. BLOCKING: A. AT ENDS AND AT SUPPORTS OF FLOOR J015T AND FOR RAFTERS AT EXTERIOR WALLS . B. AT ENDS AND SUPPORTS FOR RAFTERS OVER,5 INCHES IN DEPTH . C. AT RIDGE LINE AND AT EXTERJOR WALL5 ON TRUSSED ROOFS. 13. PROVIDE FIRE STOPS BETWEEN STORIES, BETWEEN TOP AND ROOF SPACE AT CEILINGS AND FLOOR LEVELS IN INTERIOR AND EXTERIOR WALL5, IN MANSARD ROOF OR EYEBROW 50 NO CON5EALED OR FURRED SPACE 15 GREATER THAN 10 FEET HORIZONTALLY OR VERTICALLY, BETWEEN STAIR 5TRINGER5 AT TOP AND BOTTOM , AND STUD WALLS AND PARTITIONS, AT PERIMETER OF SLIDING DOOR POCKETS, BETWEEN CHIMNEY AND WOOD FRAME U51NG METAL OR INCOMBUSTIBLE FOR THE FIRE STOP AND AT OTHER PLACES THAT COULD AFFORD PASSAGE OF FLAME . 14. PROVIDE DOUBLE J015T UNDER BEARING PARTITIONS RUNNING PARALLEL WITH J015T5 . 15. RAFTER PERLIN BRACES TO BE NOT LESS THAN 45 DEGREES TO THE HORIZONTAL. I G. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER WHERE RAFTERS AND CEILING JOISTS ARE NOT PARALLEL. 17. PROVIDE 1/2 " MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR NON13EAPIING PARTITIONS AND BOTTOM CHORD OF TRUSSES, RAFTERS OR J015T-5. 18. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48 " LAP SPLICE . 19. EXTERIOR SLIDING SHALL BE INSTALLED WITH THE NUMBER OF JOINTS KEPT TO A MINIMUM , FASTENED WITH DOUBLE -DIPPED GALVANIZED Gd AT I G" O . C . BLIND NAILED . ALL TRIM WORK SHALL BE STRAIGHT AND TRUE WITH EVEN LAPS AND NO SPLINTERED EDGES . 20. PROVIDE FIRE BLOCKING FOR ALL PARTITIONS OVER 10'- 0" IN HEIGHT . R*/ CA RPONY I . SOLID STOCK SHALL BE AS PER W . I . C . STANDARDS. MOISTURE CONTENT 10 % DRY WEIGHT FOR I "STOCK AND I G % FOR THICKER. MATERIAL. 2. DOOR FRAME AND TRIM SHALL BE AS CALLED FOR ON THE DRAWINGS . 3. WOOD BASE AND CA51NG MATERIAL SHALL BE A5 CALLED FOR ON THE DRAWINGS. 4. INSTALL ALL WORK PLUMB , LEVEL, IN ALIGNMENT AND IN ACCORDANCE WITH INTENT OF DRAWINGS. SECURE ALL WORK FIRMLY IN PLACE U51NG CASING OR FINISHING NAILS, SET SCREWS, COUNTERSUNK WITH NO HAMMER MARKS OR 5CAR5 . SCRIBE AND SHIM MEMBERS A5 REQUIRED FOR NEAT TIGHT FIT. NO HAMMER MARKS, SPLINTERED , CHIPPED OR SCARRED SURFACES SHALL BE ALLOWED . ANY SUCH DEFECTS SHALL BE CORRECTED BY SANDING OR REPLACEMENT . 5. JOINTS SHALL BE TRUE AND TIGHT, MITTERED AT CORNERS AND BEVELED ON RUNNING LENGHT5 , AND SHALL OCCUR OVER A STUD . G. DOOR JAMB SHALL BE BLOCKED 50LID AGAINST ROUGH OPENINGS AT LOCATIONS OF HINGES, STRIKES AND NAILING . DOOR SHALL HAVE CLEARANCE: OF I / 10" MAXIMUM AT LOCK STILE . VERIFY FLOOR CLEARANCE WITH OWNER / ARCHITECT FOR CARPETED AREA5 . ALL EXTERIOR DOORS SHALL BE WEATHER5TRIPPED PER CODE. 7. DOOR FINISHES SHALL BE CALLED FOR ON THE DRAWINGS. )WILL• I . CABINET5 SHALL BE PROVIDED AND INSTALLED BY OWNERS. R i 1 . ROOFING MATERIAL SHALL BE AS CALLED FOR ON THE DRAWINGS. 2. SET ALL FLA5HING5 AS CALLED FOR. AND AS DETAILED , AND AS REQUIRED FOR A WATERTIGHT INSTALLATION . BUILDING INSULA 77ON I . PROVIDE AND INSTALL FIBERGLASS INSULATION IN ALL EXTERIOR WALLS AND ALL ATTIC SPACES, U.O.N.. 2. ALL EXTERIOR WALLS AND GARAGE / RESIDENCE WALLS SHALL BE INSULATED WITH 3 1/2 " THICK R - € 3 INSULATION, U. 0. N. . 3. ALL ATTIC AND RAFTER SPACE INSULATION SHALL BE COMPLETED AND SIGNED BY THE INSULATION APPLICATOR AND BY THE GENERAL CONTRACTOR AS PER CODE REQUIREMENTS. #09D0#S , FRL OY D S GLASS AAV 6LAANG 1. WINDOWS ARE EXISTING CARPE77YVG I . PROVIDED BY OWNER ROTC FL S 1. PROVIDE ALL MATERIALS AND INSTALLTION OF CERAMIC FLOOR TILES . FLOOR TILES SHALL BE AS SELECTED BY OWNER. GYPSUM #1AUBOARD I . GYPSUM WALL BOARD SHALL BE 5/5" THICK, BY U.S. GYPSUM OR EQUAL , WITH ALL JOINTS TAPED AND DOUBLE NAILED WITH STANDARD DRYWALL NAILS . USE 5/8 " TYPE " X " FOR ONE -HOUR PROTECTION AT WALLS AND CEILING AS CALLED FOR ON THE DRAWINGS. FINISH SHALL MATCH EXISTING PLASTER FINISH. 2. METAL TRIM TO BE M(LCOR AND INSTALLED ON ALL OUT5IDF CORNERS AND AS DETAILED ON THE DRAWINGS. ALL EXTERIOR CORNERS TO BE BULLN05ED . TABLE 2uT - /-0 INSCHEDULE rnA1AIFrT1r)A1 AIA/1 /A/l-' 1. J015T TO 51LL OR GIRDER, TOENAIL 3 - 8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2 - 8d 3. 1 " XG"(25mm x 152mm) 5UBFLOOK OR LE55 TO EACH J015T, FACE NAIL 2 - 8d 4. WIDER THAN I " X G"(25mm x 152mm) 5UBFLOORTO EACH J015T, FACE NAIL 3 - 8d 5. 2" (51 mm) 5UBFLOOK TO J015T OR GIRDER ,13LIND AND FACE NAIL 2- I Gd G. SOLE PLATE TO J015T OR BLOCKING, TYPICAL FACE NAIL I Gd AT I G" 40Gmm 0. C. 501 F PLATE TO J015T OR BLOCKING, AT BRACED WAIL PANELS 3 - I Gd PER I G" (40G mm) 7. TOP PLATE TO STUD , END NAIL 2- I Gd 8. STUD TO SOLE PLATE 4 - 8d TOENAIL OR 2 - I Gd, END NAIL 9. DOUBLE STUD , FACE NAIL I Gd AT 24" (G I Omm) 0. C. 10. DOUBLE TOP PLATE , TYPICAL FACE NAIL I Gci AT I G" 0. C. DOUBLE TOP PLATE , LAP SPLICE 8 - I Gd 11, BLOCKING BETWEEN J015T5 OR RAFTER5 TO TOP PLATE, TOENAIL 3 - 8d 12. RIM J015T TO TOP PLATE, TOENAIL 8d AT G" (€ 52mm) 0. C. 13. TOP PLATE, LAP5 AND INTERE5TION5 , FACE NAIL 2- I Gd 14. CONTINUOU5 HEADER, TWO PIECES I Gd AT I G" (4OGmm) 0. C. ALONG EACH EDGE 15. CEILING J015T5 TO PLATE, TOENAIL 3 - 8d I G. CONTINUOUS HEADER TO 5TUD , FACE NAIL 4 - 8d 17. CEILING JOISTS, LAP5 OVER PARTITION5 , FACE NAIL 3- I Gd 18, CEILING J015T TO PARALLEL RAFTER5 , FACE NAIL 3- I Gd 19. RAFTER TO PLATE, TOENAIL 3 - 8d 20. I " (25mm) BRACE TO EACH 5TUD AND PLATE, FACE NAIL 2 - 8d 21. I "X8" (25mm X 203mm) SHEATHING OR LE55 TO EACH BEARING , FACE NAIL 2 - 8d 22. WIDER THAN I N6 (25mm X 203mm) SHEATHING TO EACH BEARING , FACE NAIL 3 - 8d 23. BUILT - UP CORNER 5TUD5 1 Gd AT 24" (G I Omm) O.C. 24. BUILT - UP GIRDER AND BEAMS 206 AT 32" (813mm) 0. C. AT TOP AND 130TTOM STAGGERED 2 - 20d AT ENDS A qD AT EACH 5PL.ICE 25, 2" PLANKS 2 - I Gd AT EACH BEARING 2G. WOOD STRUCTURAL PANEL.5 AND PARTICLEBOARD: 2 50FLOOR , ROOF AND WALL SHEATHING (TO FRAMING):(I inch = 25.4mm) 112" AND LE55 Gd 2 19/32" TO 3/4" 8d FOR Gd 5 7/8" TO 1 " 8d 3 1 118" TO 1 114" 1 Od4OR 8d 5 COMBINATION 5U13FLOOR-UNDERLAYMENT (TO FRAMING).,(1 inch = 25.4mm) 3/4" AND LE55 Gd 5 7/811 TO € "' 8d 5 1 1 /8" TO 1 114" 4 Od4OR 8d 5 27. PANEL 51DING (to framing ) €12" 0 3mm) or IC55 Gd G 5/8"(1 Gmm) 8d G 7 28. FIBERBOARD SHEATHING: 112" ( 13mm) NO. I I GA. , Gd , NO. 1 G GA. 25/32" (20mm) NO. I 1 GAS , &I �, NO. I G GA. � 29. INTERIOR. PANELING I /4" (G.4mm) 4d 10 3/81" (9.5mm) Gd 1 NOTES 1. COMMON OR BOX NAILS MAY 13E U5ED EXCEPT 8. CORK05ION-RE5I5TANT ROOFING NAIL5 WITH 7/ 1 G-(NCH-DIA. (I I mm) HEAD WHERE OTHEKW15E 5TATED. AND 1 1/2" (38mm) LENGTH FOR 1/2" (13mm) SHEATHING AND 1 3/4" (44mm) 2. NAIL5 5PACED AT G" (I 52mm) ON CENTER AT EDGE5, 12" (305mm) LENGTH FOR 25/32" (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS AT INTERMEDIATE 5UPPORT5 EXCEPT G" (L 52mm) AT ALL 5UPPORT5 OF 5ECTION 2325. L WHERE 5PAN5 ARE 48" (1219mm) OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PAKTICAIEBOARD DIAPHRAGMS AND SHEAR WALL5, REFER. TO a. CORR0510N-RE515TANT 5TAPLE5 WITH NORMAL 7/ L 0 0 1 mm) CROWN AND SECTION 2314.3. NAILS FOR WAIL SHEATHING MAY 5E COMMON, L30X OF, CASING. ! 1 f8" (29mm) LENGTHFORI /2" (I 3mm} SHEATHING AND I I12" (38mm} LENGTH FOR FOR 25132" (20mm) 5HEATHING CONFORMING TO THE REQUIREMENTS OF 3. COMMON OR DEFORMED SHANK. SECTION 2325. 1. 4. COMMON. 10. PANEL SUPPORTS AT I G" (406mm) [ 20' (508mm) IF STRENGTH AX15 IN THE 5. DEFORMED SHANK. LONG DIRECTION OF THE PANEL, UNLE55 OTHERWISE MARKED]. CASING G. CORRO51ON-RE515TANT 51DING OR CA51NG NAIL5 CONFORMING TO OR FIN15H NAILS SPACED G' (I 52mm) ON PANEL EDGES, 12' (305mm) AT THE REQUIREMENTS OF SECTION 2325. 1, INTERMEDIATE SUPPORTS. 7. FA5TENER5 SPACED 3" (7Gmm) ON CENTER AT EXTERIOR EDGES AND 11. PANEL SUPPORTS AT 24" (G I Omm). CASING OR FINISH NAILS SPACED G" G" (I 52mm) ON CENTER AT INTERMEDIATE SUPPORTS. (I 52mm) ON PANEL EDGE5, 12" (305mm) AT INTERMEDIATE SUPPORTS. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE, AND EVERY STAIRWAY REQUIRED TO BE MORE THAN 88 INCHES IN WIDTH SHALL BE PROVIDED WITH NOT LE55 THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88 INCHES OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY ACROSS THE ENTIRE WIDTH OF THE STAIR- WAY. 1. 5TAIKWAY5 LE55 THAN 44 INCHE5 IN WIDTH OR 5TAIRWAY5 SERVING ONE INDIVIDUAL DWELLING UNIT IN GROUP R, DIV151ON I OR 3 OCCUPANCIE5 OR A GROUP R, DIV15ION 3 CONGREGATE RE51- DENCE MAY HAVE ONE HANDRAIL. 2. PRIVATE 5TAIRWAYS 30 INCHE5 OR LE55 IN HEIGHT MAY HAVE HANDIRAIL,5 ON ONE 51DE ONLY. 3. 5TAIRWAY5 HAVING LE55 THAN FOUR R15ER5 AND 5ERVING ONE INDIVIDUAL DWELLING UNIT IN GROUP R, DIV151ON I OR 3, OR A GROUP R , DIVISION 3 CONGREGATE RE5IDENCE OR 5ERVING GROUP M OCCUPANCIES NEED NOT HAVE HANDRAILS. THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE PLACED NOT LE55 THAN 34 INCHES OR MORE THAN 38 INCHES ABOVE THE N051NG OF TREADS AND LANDINGS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND, EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTENT IN THE DIRECTION OF THE STAIR RUN NOT LE55 THAN 12 INCHES BEYOND THE TOP RISER OR LE55 THAN 12 INCHES BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST OR SAFETY TERMINALS . THE HANDGRIP POOTION OF HANDRAILS SHALL NOT BE LE55 THAN 1 1/2 INCHES OR MORE THAN 2 INCHES IN CR055-5ECT10NAL DIMEN51ON OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGR€P PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1 112 INCHES BETWEEN THE WALL AND THE HANDRAIL. 9"Nommmm 1 1/4" tc 21" 11/2" 1 1/4" tc 2" 1 1/2" 40 min. mt 1 112" MIN. I ! !4" to 2" 3 112" 1 112" MIN max. 4-TI 1 /4" to 2" "A NDRAIL NOTES i % -r A IL f s r Saunders W W +Wiant S' Architecture Interiors 250 Newport Center Drive Suite 204, Newport Beach California 92660 Tel: 949 . 721 0730 i Schwaftz 0 Residence Game Room Alderation r Santa Ana, Ca. 17 KENNETH J. E l*I