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Home My WebLink About10151545.pdfWo A- Sim A-3 Ns A- ' IIInew 4x14 NF-^ 4 x 12 # 1 e�A-Cvll t I F-A. F- post in wall Simpson met4a T :Simpson m5t4a- strap new top strap new topplates to� 1 # existing plates to N5 X /i 11 # bearing 4 X X 4 13 2x6 #1 2x6 #1 rafters rafters new -4X& hdr. note: new 4x& hdr all rafters and ceiling joists to be Spaced at 24" 0/c, t max. Fs r, � Xe�r J Attic VetitS.: 2" dia. screened attic Vents between each rafter —rya #i total 1 a Vents a S sq in = 54 sq in indicates 4- 5/a" cdx plywd Sheathing Lu/ 5d new 4x6 hdr, nails a &" o/c en 4 12" o/C fr, Roof Framing Plan NOTES: 4 11 I . PRO\/IZiF- RAZ�IANT BARRIE'r% AT ROOF AS REC"gUIREV S t' THE CALIFORNIA ENERGY RESII�ENTIAL MANUAL FOR PER5CRIPTIVE ANZI ALI:)F-RNATF- PACKAGE ZP Faftbrook L W otaoga Rd, A.0060an Ave ........... a z E, A 4; a', a Foundation Plan A 1_0#f fOUNDATION nOTES: 1. 2" X 2' X 5/ 161' PLATE ^A5HEK 16 REOUIREP AT EACH ANCHOR SOLT. 2. 2500 P.S.I. MIN. CONCRETE STRENGTH AT 25 PA*YS S. PROVIDE 2X6 PRESSURE TREATED SILL ^/ 5/a" X 10" ANCHOR BOLTS a 45" 01r, EXCEPT AS NOTED. 4. MAINTAIN a" MIN. BETWEEN FINISH GRADE ANt7 TOP OF FOUNDATION. 5. SRAI:Pa SHALL SLOPE 20/b MIN. A^A!FROM SUIL17ING FOR. A MIN. OF W-0". 6. EXTEND TOP s MOT #4 REBARS 6" INTO EXISTING FOUNZIATION ANP SET ^/ SlIvIPSON 'SET HIGH-STRENC-TH EPDXY*-1*IF-" SYSTEM # 5 2141. 57 I -A -? 7 W151$ 4 A11 CX4,`119 Project Pescription: The additiOn of a ba4-lm aren WI+ -kin 15xisting footprint of the house. The addition of an expaned bedroom and new Closet Site Address: a 14 West Park Santa Ana, G a. 0 2 e- A.P.N.: 002-052-5.3 Legal: 10T#54 TRACT 14-11 Owners: Ms. Perkins S 1 .4 West Park Santa Aria, Ca. 11 2"704> Architects: Saunders + Klant I<en Kant 250 Newport Center Prive # B04 Newport Beach., Oa c! 2 & 60 Q 14 Cl - -12 1 -017 so r-14Q1-172 i 017617 fax Floor Areas: Existing: 1 St. �Ir. isco New Bedroom 1 a"7 sf Total 1 48"7 Sf garage: Soo sf Lot Area: 6517.44 sf. Lot Coverage- 1 '78,7 sf. existing curb cut to ,center of Park Lane MMMGKM1i] existing Sidewalk FX[ RE: Con wall ProPert N 0 R THII Site 1/811 = 11-0#1 ^ork shall Conform to the 200 1 Cer, Occupancy: R-5, U- 1 Type of Construction: \/-N sheet index bescri-ptiori- A-! Site. Plan & Foundation Plan Floor Plan, Roof Plan Exterior Elevations & Sections General A"*& t;aunders + Wlant Architects 250 newport center drive #304 Newport Beach, Ca 92660 Ph. 949-721-0730 fax. 949-721-0767 NZ90M Penny ParkinS 814 W— Park Lancg*.- Santa Ana, Ca. 92706 D ttglq KEN H J 1A C- 7 /3 Site Plan X W job no. 05-22 date 10 - 27-o5 fi provide half round screened s louved roof vents total 1.6 qq f t Roof Plan -011 Uxalau.-" UQUX=iMm I ReoVarle outlets shall be installedrothatnopoUrt gong tlw- floor'lineirianywall space M 1110 - repair to a Group Roccupanq eweeds kk an dw- Valmdoll of 41 addition, altaxation 01, - is 'mory i h an 6, lneasutw horizonval lflom an outlet in tha'T space, includitroarty wall $I(Mand I permit is required, or when one or more sleeping moms are added or created space Tor more in widthand the uall space, OMU*d by fixed panels in extetiorwalls, in exigii (iratip R Oo, detectors strall W installed maccordance with 119 (Anicle 210-52f, I a),, M93 NFQt Sections MO.% 1 31a% 1A and 310,91.5 of the 1994. Uniform Bull ft, I Code (,%cdort 310.91�Z 1994 2 indw0bug units, hollwvys of outlet, (Article 210-52(h), IM, NEC) 16 friamain a, sthokedetectof shall benistalledin, each sleeping room and ata point 3 v det hallbe installed In liidwelfirigins ftsa at least onFC prot ecittLwallweptacle u t rig ceirn-allylocAted lef the torridor or AtInk giving access Weach supocite sleepi area fl*W,h=ma*,ent to eaih baslia, lotatiom (*Ucle 210-Wa31 (1), NEI Q �Seedon 310,9, 4, 1994 UK) 4 V serve C0,101W ALI 125-yok sh*Th;i*,: 15- and 20�amperetvcvont low.Wis r top swfac%� 17 in dwelling units w1fere the ceffing lteight,of a mom e pen to the hallway serving ft- mstalled4fthin,6of i wet barsink gar Uchealunc, -hall haveGMprotect iqu, (Axtick bedrooms excmds dat of the hallway by 24inches or more smoke deteewis shall ke 21 1043 NE) instal ire the, talus ayauiiD to adjacent mom, (3ection31119.14,1994UB0 point 21org-tim" will Uric is more than 24 inelift, meawred'horilomally from a receptacle filet 19 Furnace and Water, Heater enclose must have openings for combustion -air, One in, that spote- (Artirile, 210-52(c), 19955 NFQ "I be locawd,within the uTper 12 inches of the enclosure and ow twmug shall be located within the lower 12 indt", of the enclosure Louvered doors or 6 Receptacie outlets to WrVe island or pwrinsuJar corow. tops shallb"o, insialle4 abo", or vctit�,, I doors typically 1 1994 U1 ypically�Ao, not meet these (Section 70 1$ within 12 ifiche. below the counter to Rocep I lacle out im s I hall be-inst I Red thrat a so, no UMQ 'Point to dinterWoo is mon, thon,24inch0li monaW horiromatly from, a receptacle mi*t in, that space. (Ardr1i21W2t,6)1, 191913NEQ 19 TDocis lot tiomestic kitcheft downdrah, gtill-ratige ventibtiort hisiallod under a concwto slab floor may be of approved Schedule 40 PVC lrrovided,, 7 WAC equipinem-shall haw a positive means ofdisconaect ad" Went to 404:in sight from 41, The rustler -floor crock, io whkb the erect is loWillecl, *halt bo:,wmpletely A 120 vok receptado shall be tocated:u0thift 25 feel, �of the backfilladwith tand orgravel, equipment for service and mainterance "A, 1994,UNIQ h, Nut mot thm J inch of 6" dbmeter PVC tintpling rn�iy protrude above the coixtete floor surface. & AE 125-voltssingle-phase, IS- and �amlrere receptacles lwtalletil in garages shall have c. .PVpipe Joints shall be solvent omemed to provide an air- and gtease-tight protectiou kr pmormel. (ArtWe 2104(40(), 1993INTC 1 du: ct d 17*Axt ihAl vermilmmabov grade outside the building and shall be, eqWpt*d ,wkh.a hackdiaft damper. jSection, SWI, 19% VNIQ 91 Basra one-faraily dwelling and exh,nait ota nxo-lamilt' rerun that is Argradelernel, at Jew 04W recepat the frontnd Wck- 20 Unless others ne permitted or required by the dryer manuiacturer's instaltatioir ofthe dweblg Ml extedor recepprele outlets must be weather-proof and GFC1 Protected. instructions anti oppr*ved ty Ow Wilding official, oonreaic 4". rMoWure exhoost duct (Article 21004(43L 210-52(e) & 410-57(a) &,(bh Shall not esceed a total combined borizantal and vertical length of 14 feet including two "ree elbovs. Two feet shall be &dmted for each 90-dellree itlbow,, in excess of two, 10 All single phase, 15w, and 20-ampere recceptacleg installed in: crawl spaces at or 'Section 5RIZ 1994UM0 belmvgiade level and in, unfinished s iali have ground-rawt, cimult-iraterrupter protection lot peratran6L 'ror purposes, of thu -section, riallm AW . basewrilis are 4eli tied aspdaim,or areasof die basenout not inters as fiabitable'room- and limit W4 to amage Apjxmvd S*ty,Gizzing shall ile installed in allwindows in wails which enclose hot rubs� =a,�, work areas, and the like, Aftipoolsv sawia% Steam roomt, batlitutis and 16mers where the W-Win exposgd edge -of Eyreption #1- A, single receptacle, supplio by a dedicated branch circuilthat is, bya cord -and the g4ring isless,thau 60 inch -ex above 4 standing surfacoarld draiti bilet. (Section as a relkigerator or fremer. 2 4M4.55, 1994 UBQ acepti*n #-*P-. The laitsxdzy tkri iris as required by Sectior4 21it- 52(f�Arid =At)- 22 Approved Safely Glazing, sh'all be installed in all windows, xvith fixed or operable panels Fxception 0, A single receptacle supplying a permanently installed Sump PUMP. 4 which ato adfuent toa door where, the noarest expowd age ofthe eazing is within a 2atria is 21t f3(al( 19SK3 NEC) imh air of efilier vertical edge of the data in ack%,,t4 position, and where the bottom e))�pnsM edge ofthe g4xirig Is lthair Wiptho* 4biAle the walking w4ace, (Sectim At least one -wallswitch-controlled, lighting outlet (fiture) shall be installed in every 2Q6A&1 1994 UK) NOVA*MMM inbathroomet Wiwar, sour"". attached vow, aod'dewhed V1.390 -with electrle Power; at assure roc(Artk1,-2!D-70(a),1993?4FP 23 Approved Wety Glazingshall be installed in all %indopwi in Nvatts enclosing stairway lardiwof Witlan 5 footof dre,botttom and top of stairiwA" where aw Nuorn edge 0, f the 12 Hlair ornassage baftilfs and their asseftiaWeLectrk shall be pmte'aw by a glass aslewthan 60 inches above the voolkingsinface, (Section 2406,4.10,19.94 118C) vround-fauttctr,Lmit--intermpter article 6S0-70,19ZNEQ 13 Pwvklethe required working clearance in from -of the AlUiscomeecting devir*(s� an&or 24 Habitable moms within d%,effi a ng shallbe prov I ided vrfthtatural light by meatis cf electrital ranter breaka pmo(��,N, The works;nioq shall opt W less30, im Ithim, lies avidd o I Frith asi area am legs than one :tewbof the floor area of wch (Article 110-16(a)"19643 roca,m & (Section 1203,20994 UBQ Nrcl, 25 Iblitablemorris within dwelling shall be provided,,withiratural ventilation by means of 0%"cunm dovives thall not be tocated it the via in of easily ignitible material stith ss opmable ederior openings with an area of not lea than one %vixtiedi, of the floor area of in clothes closets. (Article =-24(d)1993 NEQ such r*"ms, fSethem 12 *4 IJF I I I 4040 exist. I Soso exist. 1110WRIZIN, 8 A-3 e" - 6" $6.40 exist. Sl- 4111 111-31, 1 . C11 - 61, 1 1 1 - 11 11 54-40 exist. 2650 4050 2690 1 existing bedroom II I S024P exist. exist. exist. exist. approved smoke detector 510&a exist. exist. EXISTIN67 exist. LIVINCz, LIVING L 7-11 EXIS�7 exist. � �X'Ist. HALLT. L r ®'In 'In exist. bath Glos. 0,--) exist. existing fireplace EXIST. ATTIC, existing aase�! opening AC,�IESS linen 4 2a&a remove existing walls tub shower 0 approved exist., LAUNI;iRY smoke 710 flourescent lighting detector 'toilet BATH dh EXISTINa PINING Jill wall mounted fixture efi protected outlets I i exist. EXIST. AIR SUPPL*i� + I I F� EX1157INS, e--121LL TO REMAIN �-) <\ - aexist .\ exist.\ L exis exist." exist. 7 ONCRETESLAS 7 existing window to be remove 0 removed existing AI wall 5,56,5 french \door w1+--- term ered glaze 4 4X4 POSTS TYPICAL PROVIDE MAX 11", STEP DOWN AT BEPRIM POOR THRIESHOLP.- 7 - I I i I I A-� h., Ali I III > -V NEVI JU 20so III r 61- all ell-011 O-e tile finish a twl:, shower 1 a 3/8f# = 1 I -Off 1-- (A 1 b 3/8#1 1 1-011 c — 3/81f = 1 1-011 wall mounted fixture M". cap. U-3m- 5026 dh I indirect lighting full mirror wall mounted light fixtures elect. outlet Saunders + Wilant A rc h i te CAs 250 newport center drive #304 Newport Beach, Ca 92660 Ph. 949-721-0730 fay. 949-721-0767 Penny Perkins Park Lane Santa Ana, Ca. 92706 KEN H J. WIAN C-1 0 7—/30/ Floor Plan job no. 05-22 date 10-27-05 Sheet 1 NOTES: 1. PROVIPE RADIANT BARRIER AT ROOF AS REOUIRE1a BY THE CALIFORNIA ENERGY RESIDENTIAL MANUAL FOR FERSGRIPTIVE ANP ALPERNATE PACXAGE P \ Simpson Ist 1 S at each rafter A-3 - -_ _ �� — = G ` \, _ Level 2 -{I.=..�..-.v..� -- PROVIDE MAX. 1 " - STEP 17CAN AT POOR THRESHOLD PROVIPE 1 /2" THICK - FELT W/ASPHALT EMULSION SET IN-- - - MASTIC FOR MOISTURE — BARRIER EXISTING CONCRETE SLAB AT PATIO #4 REBAK T/B -- 1 _-- - _ -- - -\ insulation I ( II insulation i PRESSURE i� I TREATED RIM .FOIST PRESSURE PRESSURE (1 TREATED SILL girder TREATED SILL Wta/5" X 1 2" A.B. I W/5/5" X 1 O" A.B. I ( 0 45" O/C 4x4 PTPF post a 45" O/C *I-, w/ ali baseOVI #4 REBAR T/B grade - 5" -- -- ---� 4 - line 17 t_jx o �, ti ii , roof --------�._� sheathing per plan provide 2-2" dia Screened 2x soled blocking en Vents S/4" dia. bolt thru 2 x's `°' N= / t I i ---_ I 16d joists to J rafters dia. thru bolts Callout of Section 3 NEW ROOF FRAMING SIMPSON SC-4 4x4 POST - 2X4 BLOCKING - W/ 4- 1 6d NEW 4X6 HEADER S- 16d EA. END 2 - 1 6d a 1 2" o/c NEW FLOOR FRAMING SIMPSON ASS 24" O/C roof rafters per plan _�--�- - 2x joists ��- SIMPSON U26 / HANGERS r- NEW 4X 1 2 # 1 DOUBLE 2X41S AS REO'P KING STUD TRIMER WALL BEING REMOVED EXISTING FOUNDATION -� - NEW CONSTRUCTION EXISTING CONSTRUCTIONn , I I- , i I Building Section.. 1/211 = 1 -0 ineulation REMOVE EXISTING ROOF SHEATHING TO ALLOW ACCESS FROM EXISTING ATTIC EXISTING ROOF FRAMING Level -, Le_vell Oil AREA BEING ADDED NEW COMPOSITION ROOFING TO MATCH EXISTINGf r� NEW STUCCO FINISH TO MATCH EXISTINCS 7 / /�� ' - EXISTING / STUCCO FINISH / �`-- NEW WINPOWS -- --) MATCHING EXiSTINC7 EXISTING WINDOWS Level \ E34 lit �. r ---- - -\ �--- / - - f i- / - --- - - - -- -- - - - _� -- - - - - - - - - - - - _1z \� V -f ji - 9� i ! --"_ if -! ! , �f_-'— ! ,----_ i -`- — I , _� t __. 1 ! ._—..-._ 1 1 i I (— li I. f ! ! � i i ,! —. i 'I �i � i ! i � i i! I I i f I I ) East 1 AREA BEING ADDED EXISTING COMPOSITION ROOFING EXISTING TRELLIS OVE PATIO - NEW WINDOWS TO MATCH EXISTING L-' _. _ EXISTING i I� \ \ NEWT STUCCO FINISH STUCCO FIN15H { EXISTING \ TO MATCH EXISTING I_ I WINPOWS Level 1 I I _ ,1 ! !�- -.__._, EXISTING PATIO SLAB South r 1 411 1 t-011 EXISTINS STUCCO FINISH COMPOSITION ROOT TO MATCH EXISTING -_-- EXISTING -- - WiNPOWS NEW WINDOW - i FINISH 4 EXISTING EXISTING PATIO \ i GRADE SLAB - _ i t �.- West 8 \ A-3 , S/4" dia. CARRAGE BOLTS 2- 2X6 MEMBERS 4x4 KNEE BRACE I 4X4 POST CO LC844 CO I LUMNUMN SASE \\ CONCRETEX. SLAB �. FINISH GRAPE , i —` 7� Detail 0 -- --- — ._.— u 3/8A9 = 19oAA 2X6 MEMBER dia. CARKAGE BOLTS S/4" dia. CARRAGE BOLTS 4X4 KNEE MRAC= 4X4 POST AREA BEING APPEP Level 2 8# - 1" \STUC(r,O FINISH TO `.MATCH EXISTING\ \\ EXISTING TRELLIS-_- 1 } j \NEW FRENCH DOORS\ I --- - I I I \ Leven �\ \ , � -A (CIA --PROVIDE GFI OUTLETS-.-._.. II _—I f 7- A-3) 2- 2X6 MEMBERS SIMPSON LCE44 COLUMN BASE FINISH GRADE 4" CONCRETE SLAB FT De tail stall 1 - 31$ 1 -0} S/4" dia. CARRA(SM BOLTS a A i-, KENNET C' J. wl C-1 /07 job no. 05-22 date 10-27-05 1. VERIFY THE CONDITIONS AT THE SITE, 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 f OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO 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 IS RESPONSIBLE FOR ANY AND ALL INFORMATION ON THE DRAWINGS, AND IT iS HIS RESPONSIBILITY TO INFORM HIS SUBCONTRACTORS OF THIS AND TO VERIFY ALL INFORMATION ON ALL SHEETS ON THE DRAWINGS AND SPECIFICATIONS. 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 4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC.. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIAL. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE -MENTIONED TEMPORARY SUPPORTING ELEMENTS. 1. 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. EXCAVATION SHALL BE TO THE NET SIZE, LEAVING SUFFICIENT ROOM FOR THE PROPER INSTALLATION AND REMOVAL OF FORM WORK. CARRYALL FOOTINGS DOWN TO ADEQUATE BEARING CONDITIONS. EXCAVATION SHALL BE CLEANED OF ALL LOOSE MATERIALS AND WATER. 3. BACK FILL SHALL BE SELECTED MATERIAL, FREE FROM DEBRIS, ROCKS AND OTHER FOREIGN MATTER. 1T SHALL BE PLACED, DAMPENED AND COMPACTED BY SUITABLE MEANS TO A RELATIVE DENSITY OF 90 %. 4. EXCAVATION DEEPER THAN DIMENSIONS SHALL BE FILLED WITH CONCRETE, 5. TRENCHING AND BACK FILLING FOR UTILITIES SHALL CONFORM TO THESE SPECIFICATIONS. 6. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING EXCAVATION. 7. ALL BRUSH, OLD PAVEMENT, DEMOLISHED BUILDING MATERIALS, AND ANY EXCESSIVE EARTH SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. 1. FOUNDATIONS SHALL BE THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS 2, ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH COMPACTED FILL. ALL FILLING, BACK FILLING, COMPACTION ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER, 3, FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12" INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. 4. DESIGN BEARING PRESSURE IS 1500 PSF WITH A 33 % INCREASE FOR SEISMIC OR WIND LOADING. 5. DESIGN LATERAL BEARING PRESSURE IS 300 PSF/FT WITH A 33 % INCREASE FOR SEISMIC OR WIND LOADING AND A 200 % INCREASE FOR ISOLATED POLE TYPE FOOTINGS. 6. DESIGN COEFFICIENT OF FRICTION IS 0.40 WITH A 33 % INCREASE FOR SEISMIC OR WIND LOADING. CONCRETE AND REINFORCING: 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 P,S.I. AT 28 DAYS MAXIMUM WATER PER SACK OF CEMENT SHALL NOT EXCEED 7 GALLONS. 2. WELDED WIRE REINFORCING MESH SHALL CONFORM TO ASTM A-185 , WITH TIE WIRES MINIMUM OF # 18 GAUGE. 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 40 FOR # AND SMALLER, GRADE 60 FOR # 5 AND LARGER. LAP ALL REINFORCING 36 (24" minimum) BAR DIAMETERS MINIMUM. 4. CHECK WITH OTHER TRADES. BE SURE ALL UNDERSURFACE WORK IS COMPLETE, PROPERLY LOCATE ALL INSERTS, HANGERS, TIES, ANCHORS, BOLTS, DOWELS, CHASES, BLOCKING, GROUNDS, VENTS, ETC. BEFORE CONCRETE IS POURED. PROPERLY WET DOWN ALL FORM/PUDDLE 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. 6. INTERIOR FLOOR SLABS SHALL HAVE A HARD STEEL TROWELED SMOOTH FINISH, 7. EXTERIOR CONCRETE PAVING SHALL SLOPE AWAY FROM THE BUILDINGS AND HAVE A FLOAT FINISH OR AS CALLED FOR ON THE DRAWINGS. 8. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES. 9. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLAKES UNLESS SPECIFICALLY DETAILED. 10. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. 11, SPLICES OF HORIZONTAL REINFORCING BARS IN WALLS AND FOOTINGS SHALL BE STAGGERED. 12. DOWELS FOR WALLS SHALL BE THE SAME SIZE AND SPACING AS THE WALL REINFORCMENT AND SHALL LAP WITH THE WALL REBARS AS NOTED ABOVE UNLESS OTHERWISE NOTED. 13. CEMENT TO BE PORTLAND CEMENT CONFORMING TO ASTM C-150 TYPE I OR 11, LOW ALKALI. MASONRY: 1. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADE N (MEDIUM WEIGHT). 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETERS (2-6" MIN.) AT ALL SPLICES UNLESS OTHERWISE NOTED. 3. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS(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. 6. ALL REINFORCEMENT, BOLTS, ETC., SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 7. MORTAR SHALL BE TYPES' AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE FOLLOWING PROPORTIONS: 1 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 1/10 PART LIME PUTTY 2 TO 3 PARTS SAND 2 PARTS GRAVEL (MAXIMUM). 9. ALL BRICKS SHALL CONFORM TO ASTM C-62, GRADE MW. 10. CEMENT, REINFORCING BARS, ECT., SHALL BE PER CONCRETE SECTION OF THESE GENERAL NOTES OTHERWISE NOTED. 11. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404. STRUCTURAL. STEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 . 2. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307. SHEET METAL: 1. 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 FASTENERS WITHOUT NAILING THROUGHOUT NAILING THROUGH METAL WHENEVER POSSIBLE . SPACE NAILS, RIVETS, ETC. AT 8 " 0 . C. MAXIMUM, ROUGH CARPENTRY: 1. LUMBER SHALL BE CLEARLY GRADE MARKED. 2. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR . 3. STUDS, PLATES, BLOCKING, SiLLS SHALL BE DOUGLAS FIR / LARCH NO. 2 GRADE OR BETTER. STUDS 8' - 0" OR LESS MAY BE DOUGLAS FIR #2 , POST TO BE DOUGLAS FIR NO. 1 . 4. ALL HORIZONTAL FRAMING LUMBER, JOIST, RAFTERS, BEAMS, GIRDERS, ETC. SHALL BE DOUGLAS FIR NO. 1 UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. PLYWOOD: A. ALL PLYWOOD SHEAR PANELS SHALL BE CDX (24/0) THICKNESS AND NAILING AS CALLED FOR ON THE DRAWNINGS . B. ROOF DIAPHRAGM PLYWOOD SHEAR PANELS SHALL BE 1/2" THICK CDX (32116) WITH 8d NAILING AT 6 " 0. C. EDGE NAILING & 12" O/C FIELD , UNLESS NOTED OTHERWISE. C. Floor Sheathing: 3/4" cdx plywood (40/20) w/ 10d a@ 6" o/c at supported edges and 10" o/c at field. use t&g w/ structural rated adhesive between plywood and framing 6. METAL CONNECTORS SHALL BE THIN GAUGE CLIPS BY SIMPSONS , ART-COR , TRIP-L-GRIP OR TECO , AND SHALL BE GALVANIZED. ALL HOLES SHALL BE FILLED WITH NAILS OR BOLTS. 7. MEMBERS SHALL BE CUT SQUARE AND TO ACCURATE LENGTH AND NEATLY ASSEMBLED. THE FRAMING SHALL BE INSTALED PLUMB, LEVEL, STRAIGHT AND TRUE, 8. INSTALL ALL NAILING BLOCKS AND BACKING NECESSARY FOR ATTACHMENT OF GROUNDS, TRIM AND FIXTURES . VERIFY WITH OWNER AND OR ARCHITECT ANY SPECIAL ATTACHMENT REQUIREMENTS . DO ALL REQUIRED CUTTING, FURRING AND BACKING FOR OTHER TRADES. 9. ALL BOLT HEADS AND NUTS THAT BEAR ON WOOD SHALL BE 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. 11, EVERY EXTERIOR STUD WALL AND MAIN CROSS PARTITION SHALL BE BRACED AT EACH END AT LEAST EVERY 25 FEET OF LENGTH WITH 1 X 6 DIAGONAL LET -IN BRACE OR PLYWOOD AS CALLED FOR. 12, BLOCKING: A. AT ENDS AND AT SUPPORTS OF FLOOR JOIST AND FOR RAFTERS AT EXTERIOR WALLS. B. AT ENDS AND SUPPORTS FOR RAFTERS OVER 8 INCHES IN DEPTH. C. AT RIDGE LINE AND AT EXTERIOR WALLS ON TRUSSED ROOFS . 13. PROVIDE FIRE STOPS BETWEEN STORIES, BETWEEN TOP AND ROOF SPACE AT CEILINGS AND FLOOR LEVELS IN INTERIOR AND EXTERIOR WALLS, IN MANSARD ROOF OR EYEBROW SO NO CONSEALED OR FURRED SPACE IS GREATER THAN 10 FEET HORIZONTALLY OR VERTICALLY, BETWEEN STAIR STRINGERS AT TOP AND BOTTOM, AND STUD WALLS AND PARTITIONS, AT PERIMETER OF SLIDING DOOR POCKETS, BETWEEN CHIMNEY AND WOOD FRAME USING METAL OR INCOMBUSTIBLE FOR THE FIRE STOP AND AT OTHER PLACES THAT COULD AFFORD PASSAGE OF FLAME . 14. PROVIDE DOUBLE JOIST UNDER BEARING PARTITIONS RUNNING PARALLEL WITH JOISTS. 15. RAFTER PERLIN BRACES TO BE NOT LESS THAN 45 DEGREES TO THE HORIZONTAL . 16. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER WHERE RAFTERS AND CEILING JOISTS ARE NOT PARALLEL. 17. PROVIDE 112 " MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR NONBEARING PARTITIONS AND BOTTOM CHORD OF TRUSSES, RAFTERS OR JOISTS. 18. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48 " LAP SPLICE. W/ 14 - 16D NAILS EACH SIDE OF SPLICE. 19. EXTERIOR SLDING SHALL BE INSTALLED WITH THE NUMBER OF JOINTS KEPT TO A MINIMUM, FASTENED WITH DOUBLE -DIPPED GALVANIZED 6d AT 16" 0. 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 . ♦ 1 1. SOLID STOCK SHALL BE AS PER W . 1, C. STANDARDS . MOISTURE CONTENT 10 % DRY WEIGHT FOR 1 "STOCK AND 16 % FOR THICKER MATERIAL. 2. DOOR FRAME AND TRIM SHALL BE AS CALLED FOR ON THE DRAWINGS. 3. WOOD BASE AND CASING MATERIAL SHALL BE AS CALLED FOR ON THE DRAWINGS . 4. INSTALL ALL WORK W PLUMB, ALIGNMENT AND IN ACCORDANCE WITH INTENT OF DRAWINGS. LEVEL 1N SECURE ALL WORK FIRMLY IN PLACE USING CASING OR FINISHING NAILS, SET SCREWS, COUNTERSUNK WITH NO HAMMER MARKS OR SCARS. SCRIBE AND SHIM MEMBERS AS 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 LENGHTS , AND SHALL OCCUR OVER A STUD. 6. DOOR JAMB SHALL BE BLOCKED SOLID AGAINST ROUGH OPENINGS AT LOCATIONS OF HINGES, STRIKES AND NAILING . DOOR SHALL HAVE CLEARANCE OF 1/10" MAXIMUM AT LOCK STILE. VERIFY FLOOR CLEARANCE WITH OWNER /ARCHITECT FOR CARPETED AREAS. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED PER CODE . 7. DOOR FINISHES SHALL BE CALLED FOR ON THE DRAWINGS . 1. STRAINED AND PAINTED CABINETRY SHALL BE AS DETAILED ON THE DRAWINGS. REFER TO ROOM FINISH SCHEDULE FOR TYPE WOOD AND LOCATION . 2. VERIFY ALL DIMENSIONS AND DETAILING WITH THE ARCHITECT BEFORE STARTING FABRICATION. 3. CABINETS SHALL BE SOLID MATERIAL FACE FRAMES WITH EXPOSED SIDES OF PLYWOOD. EDGE BAND ALL EXPOSED EDGES, INCLUDING INTERIOR SHELVES, WITH NO STAPLE OR NAIL HOLES SHOWING . 4. USE HINGES WITH DARK BRONZE FINISH AT STAINED CABINETS AND BRIGHT NICKEL PLATE AT PAINTED CABINETS. USE " KV " DRAWER GUIDES AT ALL DRAWERS. SEE DRAWINGS FOR SPECIAL HARDWARE. 5. INSTALL ALL WORK PLUMB AND LEVEL WITH CONCEALED FASTENERS TO WALL AND FLOORS, AND SCRIBBE TO SURFACES. 6. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO OBTAIN FROM OWNER EXACT DIMENSIONS OF ALL BUILT-IN APPLIANCES AND € OR EQUIPMENT. 7. ALL CABINET PULLS SHALL BE SUPPLIED BY OWNER AND INSTALLED BY THE CONTRACTOR . ROOFING: 1. ROOFING MATERIAL SHALL BE AS CALLED FOR ON THE DRAWINGS. 2. SET ALL FLASHINGS AS CALLED FOR AND AS DETAILED, AND AS REQUIRED FOR A WATERTIGHT INSTALLATION. BUILDING INSULATION: 1. 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 3112 " THICK R - 13 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. 1. WINDOWS SHALL BE AS MANUFACTURED BY'MILGARD' OR EQUAL ,DUAL GLAZED, WHITE COLOR. WEATHER STRIPPING SHALL MEET A. N . S . 1. STANDARDS. 2. GLAZING SHALL BE DBL. GLAZED AS CALLED FOR ON THE DRAWINGS. PROVIDE LOW "E" GLASS ON WINDOWS FACING WEST. 3. ALL NEW GLAZING ( FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALVE . CARPETING: 1. PROVIDED BY OWNER CERAMIC FLOOR TILES: 1. PROVIDE ALL MATERIALS AND INSTALLTiON OF CERAMIC FLOOR TILES. FLOOR TILES SHALL BE AS SELECTED BY OWNER. 1. GYPSUM WALL BOARD SHALL BE 5/8" 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. 2. METAL TRIM TO BE MILCOR AND INSTALLED ON ALL OUTSIDE CORNERS AND AS DETAILED ON THE DRAWINGS. ALL EXTERIOR CORNERS TO BE BULLNOSED . CALL THIS ARCHITECT WITH QUESTIONS REGARDING THESE PLANS VERIFY THE CONDITIONS ON THE SITE, 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 SO 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 IS RESPONSIBLE FOR ANY AND ALL INFORMATION ON THE DRAWINGS, AND IT IS HIS RESPONSIBILITY TO INFORM HIS SUBCONTRACTORS OF THIS AND TO VERIFY ALL INFORMATION ON ALL SHEETS ON THE DRAWINGS AND SPECIFICATIONS. STABLE 23 - I-Q / NAILING SCHEDULE --- CONNECTION NAILING 1, JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2 - 8d 3. 1" X6"(25mm x 152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL - 2 - 8d -- 4. WIDER THAN 1" X 6"(25mm x 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL 3 - 8d 5. 2" (51mm) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL "- 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d AT 16" 406mm 0. C. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3 - 16d PER 16" (406 mm) 7. TOP PLATE TO STUD, END NAIL ` -W� 2 - 16d r8S�TUTOISOLE PLATE-^-�-^'---_ - � 4 - 8d TOENAIL OR 2 - 16d, END NAIL 9. DOUBLE STUD, FACE NAIL- - 16d AT 24" (610mm) 0. C. 10. DOUBLE TOP PLATE, TYPICAL FACE NAIL 16d AT 16" 0. C. DOUBLE TOP PLATE, LAP SPLICE 8-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 - 8d 12. RIM JOIST TO TOP PLATE, TOENAIL -- 8d AT 6" (152mm) 0. C. 13, TOP PLATE, LAPS AND INTERESTIONS , FACE NAIL 2 - 16d 14, CONTINUOUS HEADER, TWO PIECES 16d AT 16" (406mm) 0. C. ALONG EACH EDGE 15, CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, FACE NAIL - -�-' 4- 8d - ---�� 17. CEILING JOISTS , LAPS OVER PARTITIONS , FACE NAIL-�--A -3- 16d v 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3- 16d 9. RAFTER TO PLATE, TOENAIL 3 - 8d P2C. I" (25mm) BRACE TO EACH STUD AND PLATE , FACE NAIL 2-8d 21. 1 "X8" (25mm X 203mm) SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d I 22. WIDER THAN V%8" (25mm X 203mm) SHEATHING TO EACH BEARING, FACE NAILI3 - 8d c 23 BUILT -UP CORNER STUDS 16d AT 24" (610mm) O.C, �4_BUILT - UP GIRDER AND BEAMS 20d AT 32" (813mm) O. C. AT TOP AND BOTTOM _7 I STAGGERED 2 - 20d AT ENDS AND AT EACH SPLICE T� 25. 2" PLANKS -` A- 2 - 16d AT EACH BEARING �- ^-- 26, WOOD STRUCTURAL PANELS AND PARTICLEBOARD: '�� SUBFLOOR, ROOF AND WALL. SHEATHING (TO FRAMING):(1 inch = 25.4mm) 1/2" AND LESS 6d 2 19/32" TO 3/4" 8d OR 6d s 7/8" TO 1 " 8d 3 j 1 118" TO 1 114" 10d OR 8d COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING ):(finch = 25.4mm) 3/4" AND LESS 6d 7/8" TO 1'" 8d 1 1 /8" TO 1 1 /4" 10d OR 8d- 27. PANEL SIDING (to framing j 112" (13mm) or less 6d 6 5/8"(16mm) 8d 6 28. FIBERBOARD SHEATHING: 1/2" (13mm) i NO. 11 GA. , 6d , NO. 16 GA. 25/32" (20mm) I NO, 11 GA: , 8d 4NO. 16 GA. 29. INTERIOR PANELING`----� - 114" (6.4mm) 44d 10 3/8" (9.5mm) 6d I NOTES 1. COMMON OR BOX NAILS MAY 13E USED EXCEPT WHERE OTHERWISE STATED. 2. NAILS SPACED AT 6" (152mm) ON CENTER AT EDGES, 12" (305mm) AT INTERMEDIATE SUPPORTS EXCEPT 6" (152mm) AT ALL SUPPORTS WHERE SPANS ARE 48" (1219mm) OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICALEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2314. 3. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. 3. COMMON OR DEFORMED SHANK. 4. COMMON. 5. DEFORMED SHANK. 6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. 7, FASTENERS SPACED 3" (76mm) ON CENTER AT EXTERIOR EDGES AND 6" (152mm) ON CENTER AT INTERMEDIATE SUPPORTS. 8. CORROSION -RESISTANT ROOFING NAILS WITH 7/16-INCH-DIA. (11mm) HEAD AND 1 1/2" (38mm) LENGTH FOR 1/2" (13mm) SHEATHING AND 1 3/4" (44mm) LENGTH FOR 25l32" (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2325. 1. 9. CORROSION -RESISTANT STAPLES WITH NORMAL 7116" (11mm) CROWN AND 1 118" (29mm) LENGTH FOR 1/2" (13mm) SHEATHING AND1 1/2" (38mm) LENGTH FOR FOR 25/32" (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2325 . 1. 10, PANEL SUPPORTS AT 16" (406mm) ( 20" (508mm) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6" (152mm) ON PANEL EDGES. 12" (305mm) AT INTERMEDIATE SUPPORTS. 11. PANEL SUPPORTS AT 24" (610mm). CASING OR FINISH NAILS SPACED 6" (152mm) ON PANEL EDGES, 12" (305mm) AT INTERMEDIATE SUPPORTS. Saunders + Wiant Architects 0 newport center drive !4 Newport Beach, • ••! Ph. 949-721-0730 r, • 1 a Penny Perkins l Santa •J .r 1 i A date 10-27-051