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HomeMy WebLinkAbout10147982.pdfABBREVIATION LEGEND SYMBOL LEGEND ADJ. ADJACENT HT. HEIGHT A.B. ANCHOR BOLT HORIZ. HORIZONTAL 1 DETAIL NUMBER APPR APPROVED JST. JOIST SHT. NUMBER BLK'G BLOCKING MAX. MAXIMUM BLD'G BUILDING MIN. MINIMUM C.J. CEILING JOIST N.G. NATURAL GRADE COL, COLUMN (N) NEW i DETAIL NUMBER CONC. CONCRETE O.C. ON CENTER A-1 SHT. NUMBER DIM. DIMENSION OPN'G OPENING < DBL. DOUBLE PLT PLATE EA. EACH PLWD PLYWOOD ELEV. ELEVATION REQ'D REQUIRED 10 DOOR TYPE (SEE DOOR SCHEDULE) EQ. EQUAL R.R. ROOF RAFTER (E) EXISTING SHTG SHEATHING EXT. EXTERIOR so. SQUARE WINDOW TYPE (SEE WINDOW SCHEDULE) F.F. FINISH FLOOR THK. THICK F.G. FINISH GRADE T&B TOP & BOTTOM 7 EXISTING WALL TO REMAIN F.J. FLOOR JOIST T.P. TOP PLATE ITEMS TO BE REMOVED FTG. FOOTING TYP. TYPICAL G.I. GALVANIZED IRON VERT. VERTICAL ------- NEW 2x4 STUDS @� 16" O.C. (SHADED) GA. GAUGE W.H. WATER HEATER NEW 2x6 STUDS @ 16" O.C. (SHADED) WINDOW ABBR. DOOR ABBR. VACINITY MAP Surmv -1110 P H.S. HORIZONTAL SLIDER S.C. SOLID CORE wryAlva rl mA0, .1 lllme Ge scc e FIX. FIXED WINDOW H.C. HOLLOW CORE m/w Oakfidd Avo vj 110 Q. m V S.H. SINGLE HUNG FR. FRENCH DOOR Olt i4l;,vaid Ave D.H. DOUBLE HUNG SL. SLIDING DOOR F00 Ave, tJ CS CASEMENT WINDOW POCK. POCKET DOOR G.W. GARDEN WINDOW B.F. BI-FOLDING DOOR 01 'V'd 5rh St T.G. TEMPERED GLASS GAR. GARAGE DOOR 7— z N 01 st z '!3 3fd St4. ff7 WC 155" R. ct) M- ------ - L ;f Al mendefsaf) PIK 5 2005 NA1,F E(). W BrArfladul pi GENERAL INFORMATION SHEET INDEX 1. ZONE: R-1 2. LEGAL DESCRIPTION: TRACT: 3669 LOT: 55 MAP BOOK:. 828-H3 ASSESSOR P.N.: 100-581-36 3. CODE USED: 2001 CALIFORNIA BUILDING CODE 4, OCCUPANCY GROUP: R-3 - LIVING-, U-1 GARAGE AREA 5. TYPE OF CONSTRUCTION: V-N 6. EXISTING LIVING SQUARE FOOTAGE: 1375.00S.F. EXISTING GARAGE SQUARE FOOTAGE.- 442.00S S. F * NEW SQUARE FOOTAGE: 215.48 S.F. TOTAL: 2032.48 S.F. 6b. LOT SIZE: 6000.00 S.F. LOT COVERAGE: 33% 7. SCOPE OF WORK: A. ENLARGE EXISTING BEDROOM SITE PLAN "GENERAL INFORMATION A-1 DEMOLITION FLOOR PLAN 0 PROPOSED A-2 FLOOR PLAN EXTERIOR ELEVATIONS 0 SECTION A A-3 TITLE 24 CE-1 SCHEMATIC ELECTRICAL PLAN c' E-1 ROOF PLAN FOUNDATION PLAN 0 CEILING FRAMIN S-1 & ROOF FRAMING PLAN DETAILS D-1 NOTES N-1 -4uo I � pm ii 03, -,af -3 f S WL-47-09 (VID '3X01-ld NO3 Ig ;ON ip -IVNI& 0h141,JV'ld rg Al —p r N0112A140- 0MID-11KIVIld f AshyF-TIV" SITE PLAN NOTES: 1. ALL SURFACE WATER SHALL DRAIN AWAY FROM STRUCTURES, AWAY FROM NEIGHBORING PROPERTIES AND LEAD TO THE STREET OR OTHER APPROVED TERMINUS: MINIMUM SLOPE 2 %. cy? Lu z _j CC Uj 0- 1 0 CC CL CD 0 0 38'-3" 1 60.00'PROPERTY LINE -wm� lawz.= . GAS lwml� mmmx� SIDEWALK zuv�fflj OPENABLE SPACE 1555.00 S.F. PROPOSED ADDITION 215.48 S.F. (SHADED AREA) 3G._µ " SU-3" ELECT. EXISTING 1 -STORY RESIDENCE 1396.75 S.F N EXISTING 2-CAR GARAGE 442.00 S.F. 20'-3" EXISTING DRIVEWAY, LINE lo,_#'rSr &-0, --nivina A pproval 11ment Piannh-Ig Deparl F4 DrIpartrilent Po I ice D o o a r tria n PUblic. Works Agenay f-I C��rzx; ng Perm Ll 144-� iz ELEC:r PLBG PERMIT i Y' NIECH. GW-01NG z U4 _j y E �s It cr w CL 0 cr -TRIUclup-AL 0 SO�IDkF!&'OPRLAC_S oicwticpu-� PLO be h8�0 -b Soto, pianS2.nd specifitatl Ong mu�t 0 On 11 hangslo$ u t , Vnd from ft, eptanceOf PI, .CcpagiaLn n oleooA any 'np'te feld t, pelmit noCit, ,, SinU'Aw. anc Ap y 0 BY — j�,T AAHA 4 %vied .�.�... f? as _.-.. Y--... S.t. ..... .s1, .�.1Y.0 l ..G .... �.. ....::;....... __..:_... ......_. _.._:. . ._:, .., .. ... _.-._.,. '.. ,, ... ..-...... _.._::. .... .. _... zt ., .6Assl.` ..... s.m . 4� - .YI` H`... . w.v .. sr 13�.=xit - 9a ... ..- •. } v3 0 0 co LIVING ROOM DINING ROOM x KITCHEN L2668�S.C. 12'-1 so FLOOR PLAN NOTES: 1. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS MAX. PER FLUSH. (402.3 CPC) I I 2. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF # i THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. (420.0) r _ 3. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED r EQUAL TO 70 11 ABOVE DRAIN INLET AT SHOWERS OR TUB WITH 00 o t - SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO cm 01 AT c� . Lo BE MOISTURE RESISTANT. i -- - 4. NEW OR EXISTING F.A.U. MUST HEAT 700, ABOVE 3' FL.R. LEVEL. b I co # 2 5'-611 1'-9" 1 -6°' 2'--7" ' .�_ � o A � r p� tcli _ co v-tea. BEDROOM �---- 068 3030 H.S. 8068 SL. 2068 H.C. BA'TH FO BEDROOM- Y � BEDROOM - BATH 2068 KC. w JJ u � 71 HALL 2668 H.C. - __ 2668 H.C. KITCHEN ui /0 C6 PROPOSED FLOOR PLAN SCALE: 1 /4" = V-©° o � � REVISIONS BY �X X / X X lB\x X Ax X OOD "t r- �rn N cr) C] W o1_�oo C6 4 c; � M z W W c) U CL W U- 0 0 IL r� VJ Q W O W J h c� z cr W z z :.� W a Cif W J F-- (J am w U ir_ < z 51 z CL ._..i cr CL Ocr. OJ a U- ! z LL. 00 W Od- 2 O W cr o n 0 0 L„ IN uj W O CL cn0z Z .."I W c') d N LU < I -- 0) x } �go 0 o{fl .� Q O Q u'7 O G a: g R 0 cr _j o z t r DATE 02-14-05 PLOT DATE 02-1 4-05 DRAWN ED C. JOB 0511 SHEET AIM2 OF SHEETS c ASPHALTH SHINGLE 2x8 RIDGE W/ FELT # 30 --1 4x4 HDR. 4040 WINDOW (SEE PLAN) 2x4 STUD W/ R-13 INSUL & 1/2" DRYWALL F.F. 2x6 R. R. W/ 1/2" CDX PLYWOOD 2x6 CJ W1 R-30 INSUL & 1/2" DRYWALL 5068 SL. (T.G.) (SEE PLAN) F SLAB FOUNDAriON NOTE: 1. BUILDING FELT PAPER AT ALL EXTERIOR WEATHER EXPOSED SURFACES. 2. EXTERIOR OPNG'S EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 3. PROVIDE WEEP SCREED FOR STUCCO AT OR BELOW THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE GRADE AND 2" MINIMUM ABOVE FINISHED HARDSCAPE, (SEE DETAIL) SECTION A SCALE: 3/8" =: 11'-0:1 J1 .1:1LCL.11!1J,_1j1,__1LL-i,_ X. EXISTING F12 li.tl U -!-I i I!] - I 4- ........... . . . . . .......... STUCCO (EXTERIOR FINISH) 2-LAYERS OF GRADE I'D" PAPER 0 co 4 NEW NORTH ELEVATION (BACK VIEW) SCALE: 1/4" = V-0" ASPHALT SHINGLE CLASS A: FEU # 30 J tl FIRE RATED I ;I T1 T i STUCCO EXTERIOR FINISH) 2-LAYERS OF GRADE. "D"PAPER EAST ELEVATION (SIDE VIEW) SCALE: 1/4" = V-011 ASPHALT SHINGLE CLASS A: FELT # 30 jj J14 �_J FIRE RATED STUCCO 2-LAYERS OF D-1 (EXTERIOR tZr1lUf1 N11410M) GRADE'D" PAPER m EXISTING %2ow WEST ELEVATION (SIDE VIEW) SCALE: 1/4"= V-0" REVISIONS BY QX X X X X X X ZC X CQ rl- co co lzr 1�_ Li co co 0 m Oj co I I I w 0 r- 00 00 1- CD 6 11 It cy') c\I T_ co z w cy) r- U) uj ww () 0 cr_ a- 1z EL U- LL xQ 00 U) U) cr c\I w _j 0 0 z cr_ w w z Q) z ui 0 z W _j cc w 0 cc < z 0 w �f w < OZ cr. 0 W F- 0 w w U) z N W ui 0 a- n z u— z 0 I —A w ce) Lu < cq 0) X U) 0 w < > U CD cr < Lo o < <Z 0 cuo) cc c\j 0 cc _j < C) Z w <f -,Y- C7) :: DATE 02-14-05 PLOT DATE 02-14-05 DRAWN ED C. JOB 0511 SHEET OF L__. SHEETS ..........� .....-.: _.� ... c. .. ".._...v.....n-'SL. a .. ,' .... n REVISIONS BY �X X A X X X CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page l of 3) CF-I R CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3 CF-I R_ CERTIFICATE F COMPLIANCE: RESIDENTIALP CF-IR `�' X ( g } _ S ( �, ) O CO CE (age 3 of 3) 1-STORY ADDITION _ 10-12-04 1-STORY ADDITION 10-12-04 1-STORY ADDITION 10-12-04 1 X Project Title 1501 E. THACKERY ST. WEST COViNA CA, Pro ect Address END CRUZ 323-980-9382 Documentation Author Telephone PACKAGE nDn 8 _ Compliance ivlethod (Package or Computer) Climate `Lone Project Title Date Project Title T -- _ Date HVAC SVSTEMS N t- 00 CD o c Note: Input hydronic or combined hydronic data under Water I leating Systems, except Design Cleating load. COMPLIANCE STATEMENT m ,N Distribution O h 00 00 Heating Equipment Minimum Type and Duct or Heat Pump h N F- Z Type (furnace. heat Efficiency Location Piping Thermostat Configuration This certificate of compliance lists the building features and performance specifications needed to comply with CV) 'It UJ pump: ctc_) (Agri-: or 11SPr) (ducts, attic, etc_) R-Value Type (split or package) Title 24, Parts I and G of the Califomia Code of Regulations, and the administrative regulations to implement co 1 co 0 _ FURNACE 0.85 AFUE N them. 'this certificate has been signed by the individual with overall design responsibility. When this certificate �, N 0 _ _ of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that LLl W GENERAL INFORMATION Cooling Equipment Minimum Duct Heat Pump is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using U U tL 6a 215.48 Type ;air conditioner, Efficiency Location Duet Thermostat Configuration duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS LL U_ �( u- Q Total Conditioned Floor Area [t Average Ceiling Height: it Conditioned Slab Floor Area 215.48 ft heat putirp, evap. cooling') (SEER R) (attic, etc.) R-Value "hype (split or package) rater. O 0 U_ LPL. Building Type: X Single Family X Addition (check one or more) Multi -Family Existing -Pius -Addition _ 0 Designer or Owner (per Business and Professions Code) Documentation Author Front Orientation: 180 North Sout /Feast / West / All Orientations SEALED DUCTS and TXVs or Alternative 1 (input front orientation in degrees from True North and circle one) .Measures) EDUARDO CRUZ EDUARDO CRUZ Name: Nance: Number of Stories Number of Dwelling Units: 1 C Sealed Ducts (,,it climate zones) E.C. PRECISE DESIGN o d' Floor Construction Type: Slab aised Floor (circle one or both) (Installer testing end certification and I IL•RS rater field verification required) Title/Firm: Title/Finn: N 310 N. ALMA AVE W RADIANT` BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal X yes e no ❑ TXVs, , readily accessible (climate zones 2 and 11-15 only ) (installer testingand certification and HERS Rater or licit verification re tired) q Address: Address: LOS ANGELES, CA. 90063 } . 1-- D ILDI VELOPE LNSIT AT O -C -� O Refrigerant Char e, A it Flow climate .ones _ands- t 5 only) g g ' ( 323A00-93 Telephone* Telephone: s (Installer testing and certification and l-fERS Rater or field verification required) e' p p -� Component Frame Type Cavity Sheathing Total R- Assembly Location/Comments Type wd = wood Insulation insulation Value' U-Factor` (attic, garage, typical, etc.) stl =- steel R-Value R-Value Wall -1 0 11.96 0.0 Wall Roof WOOD R-30 0 32.26 0.0 ATTIC Roof Floor LAB Floor Slab Edge J cc Lic. It: Lic. # �a✓ y 4r' i W UJ 0 R Z (signature) �• (date) (signature) (date) N Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) . ,k "ti Z ' u.l o. Climate Lone Window SifGC Window U-Factor SEER Heating Enforcement Agency CD 8 .35 .40 11. MIN. _- Name: For prescriptive compliance:, Total R-Value and Assembly U-Factor are not required for a wood -framed wall that meets cavity R-value J cc Lic. It: Lic. # �a✓ y 4r' i W UJ 0 R Z (signature) �• (date) (signature) (date) N Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) . ,k "ti Z ' u.l o. Climate Lone Window SifGC Window U-Factor SEER Heating Enforcement Agency CD 8 .35 .40 11. MIN. _- Name: For prescriptive compliance:, Total R-Value and Assembly U-Factor are not required for a wood -framed wall that meets cavity R-value Title: insulation requirements for the Prescriptive Package• WATER HEATING ING SYSTEMS - Energy' External Agency: FENESTRATION bated' Tank factor or Tank Water Heater Distribution Number Input (kw Capacity Shading Devices T T S tor the lit Recovery Standby' Insulation Telephone: H Fenestration Orien- Area Fenestration Fenestration Exterior Overhangs/ #/T e/Pos. tation fti U-Factor SHGC: ShadingAtt. Fins Front Front Lett WEST 22.0 0.35 .40 BUGSCRN NONE Lett _ Rear Rear Right EAST 33.35 0.35 .40 BUGSCRN NONE Right Skylight Skylight Compliance Forms August 2001 i ype ype to Y. cm (gallons) tt,tenty os ;aI a STANDARD GAS STANDARD 50 .053 I . I -or small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large -gas storage water heaters (rated input of greater than 75,000 fita/hr), list Rated Input. Recovery Efficiency and Standby Loss For instantaneous gas water heaters, list rated input and recovery elliciencies. SPECIAL, FEATURES (add extra sheets if necessaf-y). Package C and D: 'FXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 ofthe 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). RADIANT BARRIER Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page l of 2) MF-1 R Note: Lowrise residential buildings subject to the. Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (-*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, die features noted shall be considered by all parties as minimum component perlbrinance specifications for the mandatory measures whether they are shown elsewhere; fit the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Compliance Forms August 2001 i ype ype to Y. cm (gallons) tt,tenty os ;aI a STANDARD GAS STANDARD 50 .053 I . I -or small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large -gas storage water heaters (rated input of greater than 75,000 fita/hr), list Rated Input. Recovery Efficiency and Standby Loss For instantaneous gas water heaters, list rated input and recovery elliciencies. SPECIAL, FEATURES (add extra sheets if necessaf-y). Package C and D: 'FXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 ofthe 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). RADIANT BARRIER Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page l of 2) MF-1 R Note: Lowrise residential buildings subject to the. Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (-*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, die features noted shall be considered by all parties as minimum component perlbrinance specifications for the mandatory measures whether they are shown elsewhere; fit the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: § 150(a): Minimum R-19 ceiling insulation. R-30 § 150(b): Loose fill insulation manufacturers labeled Tt-Value. X $ § t 50(c)' Miniumum P-13 wall insulation in wood trained walls or equivalent U-Factor in metal frame walls X (does not apply to exterior mass walls. _ * § 150(d): Minimum R-13 raised floor insulation in framed floors. § 1500) - Slab edge insulation - water absorption rate no greater than 0 3%, water vapor transmission rate no neater than 2.0 x:mv'inch. § 1 18: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 1 16-17: Fenestration Products, Exterior Doors, and lnfiltration/Extiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except licid-fabricated) have label with certified t1-Factor. certified Solar i leat X Gain (:oetiicient (SHCYC), and infiltration certification. 3 lixterior doors and windows weatherstrippecl; all joints and penetrations caulked and sealed § t 50(g): Vapor barriers mandatory in Climate '?.ones 14 and 16 only. -- -- _ § 150(f): Special infiltration barrio installed to comply with § 151 meets Commission quality standards. § 150(c). Installation of Fimplaces, Decorative Gas Appliances and (ias togs. I Masonry and factory -built fireplaces have: H. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights aflowcxi�� Space Conditioning; Water Heating and Plumbing System Measures: § i t 0- 1 13- 1 IV.-'C equipment, water heaters, showerlicads and faucets certified by the Commission. ----- § 150('h). I Icating, and or cooling loads calculated in accordance with Asl'1RAE, SMACNA OR ACCA. --- § I 50(i) Setback thermostat on all applicable beating and/or cooling systems. § 150(j ): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of'R-12 or greater, 2. Firs 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3 flack -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-Ifs combined intcrnalfextema) insulation 4 All buried or exposed piping Insulated in recirculating sections of hot water systems 5. Cooling system piping below 55°F insulated. 6. Piping insulated between heating source: and indirect hot water tank.. (signature; stamp) (date) Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Pale 2 of 2) MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on tie Certificate of Compliance, When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • 4150(m): Ducts and Fans 1. All ducts and plenums installed; sealed and insulated to meetthe requirement of the 1998 CIVIC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shalt be sealed with mastic, tape, aerosol sealant, or other duct-clos re system that meets the applicable requires tients of tit, 181. Ul, 181A or Ul, f 81'8. if mastic or tape is used to seal openings greater than 1A inch, the combination of mastic and either mesh or tape shall be. used. Building cavities shalt not be used for conveying conditioned air, Joints and scants of duct si steins and their components shall not be sealed with cloth back rubber adhesiveduct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet nictal, duct board or flexible duct shall not he used for conveying conditioned air. Building cavities and support plalforrns may contain ducts. Ducts installed in cavities and supurt platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their compaents shall'not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. F-0aust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned sluice have either automatic or readily accessible, manually operated dampers. 6, Protection of Insulation. insulation shall be. protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular Foam insulation shall be protectedas above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the: material. § 114: Pool and Spa I leating Systems and Nuipment 1, System is certified with 78%thermal efficiency, ors-ofTswitch, weatherprool'operating instructions, no electric resistance heating and no pilot light. 2 System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spats. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Ciias fired central furnaces, pool heaters, spa heaters or household cooki ng appliances have no continuously burning pilot light. (Exception. Non -electrical cooking a phanees with pilot<150 fittilltr) § 118 (f) Cool Roof material meet specified criteria Lighting Measures: § 150 i k)l.. Luminaires for general lighting in kitchens shalt have lamps with an efficacy of 40 luttaensiwatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. T § 150 (k )2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 himens/watt or greater switched at the entrance to the room or one cif the alternatives to this requirement allowed in § 150(k)2.: and incandescent recessed ceiling fixtures rue IC (insulation cover) approved. Compliance Forms August 2001 Compliance Forms Z O 1'- U J ' w Z LU o. 0 CL :5 0 W �a > 04, I.iJ �. W I WErQ)< } LLI _ ' s < a a Cr Q N 0/�� -� L0 Z DATE 02-01-05 PLOT DATE 02-01-05g� DRAWN ED C. JOB 0511 SHEET OF SHEETS' WINK SLAB IN GRADE FOUNDATION NOTES: 1. CONCRETE SLAB TO BE 3 1/2" OR 4" (SEE PLAN) CONCRETE SLAB WITH 6" x 6" x # 10 / # 10 E.W.W.M. OVER SAND & 6" MIL. VISQUINE MEMBRANE. CONTRACTOR TO PROVIDE EXPANSION JOINTS. 2. ANCHOR BOLTS TO BE 5/8" DIA. x 13" BOLTS, EMBEDDED 7" MIN. INTO FOOTING WALL AND SPACED AT 4'-0" O.C. STARTING WITHIN 12" OF SILL ENDS, WITH 1/4" x 2 1/2" x 2 1/2" WASHER PLATES (UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE). 3. ALL HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION (UBC 1628.7) 4. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRED APPROVED PLATE WASHERS: AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING OF THE WALL FRAMING (UBC 2314.5.6). 5. FOUNDATION ANCHOR BOLTS IN WALLS WITH LATERAL LOADS GREATER THAN 300 POUNDS PER FOOT SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT; AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING (UBC 2314.5.7). 6. ALL. BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED (INSPECTOR TO VERIFY). mail= 2x6 STUD @ ALL PLUMBIl' I g 'JIM 1. WHERE 1 IS NOTED AT AN OPENING, PROVIDE HORIZONTAL "ST22" AT EACH CORNER OF WINDOW OR DOOR OPENING (TIE HEADER AND SILL TO WALL). 2. HEADER SPAN LEGEND: SPAN SIZE OF HEADER SPAN SIZE OF HEADER 3'-6" 4 x 4 5'-6" 4 x 6 T-6' 4 x 8 9'-611 4 x 10 3. EXTERIOR WALL HT. 10-FEET: USE 2 x 6 STUDS Co� 16" O.C. EXTERIOR WALL HT. 16-FEET. USE 2 x 8 STUDS @ 16" O.C. INTERIOR WALL HT. 14-FEET: USE 2 x 6 STUDS @ 16" O.C. 4, ROOF DIAPHRAGM: 1/2" PLYWOOD, PANEL INDEX 24 / 0, NAILD 8d @ 6", 12" (USE COMMON NAILS) C) SHEAR WALL SYMBOL (SEE N-1 FOR SHEAR -WALL SCHEDULE) 5. EXTERIOR WALL R-1 3 INSUL. CEILING AREA R-30 INSUL, 6. NEW OVERHANG TO MATCH EXISTING. 7. FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON SHEAR WALLS AND DIAPHARAM SHALL BE COMMON NAILS WITH FULL HEADS UNLESS OTHERWISE APPROVAL. CEILING FRAMING & ROOF FRAMING PLAN VENTILATION REQUIRED 215.48 S.F. 215.48 /150 --- 1.44 S.F' VENTILATION PROVIDED: 14 x 18 GABLE VENTS (0) x 1.15 = 0.00 S.F. 3" x 14" EAVE SCREEN VENTS (6) x.26 = 1.56 S.F. TOTAL: 1.56 S.F. NOTES: 1. INSTALL VENTS SO AS TO PROVIDE PROPER CROSS VENTILATION. lo1 1 q s rs; SCALE: 1/4" = 1'-0" REVISIONS BY zkx x � x x x x x x il- co Irlt r__ d cl) cf) 0 0) N cf) uj 6 f� cb 00 1- co 0) fl- N 10. z C cm t- cf) cq co uj ui ui uj ou (r CL U__ U-E: U- 00 IL U) w 0 0 z man Lu ui z 0 z W U) z W Ck w Lli 0 Cc LL 0 0 cr z cz o z CL2 Z_ z < 'I 0 rr a - I__ LL Q < 0 0 Z K z 5� < 0 LLI Cr UL () LL 0 0 z N LIJ Lu 0 0 z 0 Lu C) < UJ F- < Q) CJ 1.- 0) w w 0 CC > (o UJ (D rj) tn T- I < n z L6 (D 0 :E Cc ;� c\j 0 cr- _j < U) (=) Z wo (<A I DATE 02-01-05 PLOT DATE 02-01-05 DRAWN ED C. JOB 0511 SHEET S.1 OF SHEETS A-35 16" O/C A REVISIONS BY DRILL 1" 0 HOLES DRILL 1 0 HOLES kX X @ 32" O/C INSERT #4 @32" O/C INSERT #4 z� X X DOWEL, FILL WITH DOWEL, FILL WITH X NON -SHRINK GROUT OR NON -SHRINK GROUT OR X COARSE GRAVEL COARSE GRAVEL X zcX N co It 1�_ I,- co J* 81, Ll cl) cr) 0 0) c\I cf) I I UJI .0 Jo DBIL JOIST FLUSH FLUSH A co r- W 0) 1,- 01 z OPG, >< c;) 4 C6 w crl- cl) 4 Lli FRAMED OPNG DETAIL 15# FELT 1 x6 T&G BD RAKE DETAIL 2x4 OUTLOOKER (FLAT) @ 24" O.C. 1/2" PLYWOOD 2-16d 2x... R.R. ? 16" O.C. <,G 15 #FELT 1/2" CDX PLYWD �BN. - 1 x6 T&G BD C.J. r- 2x BLKG 5-16d MIN + + (SEE PLAN) +_ p -- G.I. DRIP 77 SCREED W/ A­35 Cq) 16" O/C HEM ,,�p BLKG 2x FASSCIA BD OR MATCH EXISTING L CUT R.R. END 1 1/2" ABOVE (SEE PLAN) FASCIA BD NOTE: 1 OMIT BLOCKING AT EAVE VENT LOCATIONS. 2 PROVIDE APPROVED INSULATION BAFFLES AT EAVE VENT LOCATIONS. (10) EAVE DETAl SIMPSON CC WD POST SIMPSON ECC POST CAP (SEE PLAN) WD POST 3 1/2" CONC. SLAB W/ E.W.W.M. OVER 2" SAND OVER 6 MIL VISQUINE EXISTING NEW NEW FOOTING EXISTING FOOTING DETAIL 2x STUDS SHEAR PANEL (SEE PLAN) 5/8"0 A.B. 2x4 SILL PLATE Z • CALIFORNIA FRAMING ATTACH TO EXISTING ROOF FRAMING W/ 2x CLEAT W/ 2-16d TO EACH EXISTING R.R. A35 Z r% N.G. 7mr, U) U) cy Go 13/4" MIN. EDGE DISTANCE EXISTING ROOF FRAMING NOTE: REMOVE ALL ROOFING AND UNDERLAYMENT MATERIAL UNDER THE AREA OF CALIFORNIA FRAMING. 06 CALIFORNIA FRAMING DETAIL "SIMPSON" ST22 48" O.C. —(2) 16d TOE NAILS EACH SIDE 2x R.R.— PLYWD FISHTG 2x RIDGE, HIP, OR VALLEY BD "SIMPSON" ST22 @0 48" O.C. 2x R.R. A35 EACH SIDE _PLYWD SHTG 4 EXISTING I NEW POST OR DBL. STUD W/B.N. HOLD-DOWN SIMPSON (SEE PLAN) SSTB 16 SSTB 20 SSTB 28 1 3/4` EDGE DISTANCE ' FOR HD2A WITH 5/8" DIA STUD BOLT, REQUIRES A 1/4"x 2 1/2" x 2 1/2" PLATE WASHER - FOR HD6A WITH 3/4" DIA STUD BOLT, REQUIRES A 5/16'x 2 3/4" x 2 3/4" PLATE WASHER ' FOR HD8A WITH 7/8' DIA STUD BOLT, REQUIRES A 3/8" x 3" x 3'PLATE WASHER 2x STUDS PROVIDE 5/8"0 ANCHOR BOLT WITH "SIMPSON STRONG TIE" SHEAR PANEL SET 1.7 ADHESIVE PER ICBO (SEE PLAN) ER-5279 IF EXISTING ANCHOR BOLTS DO NOT EXIST 0 N.G. 0 a_ w 0 0 0 SEE PLAN PAD C@ EXISTING FTG. DETAIL Nr 2x D.F.P.T. PLT. NON-CORRiSIVE WEEP SCREED EDGE OF zo =5 w w z N 0 UJ CL w 5 0 Z W co Fn Z _j > < Lu < �—j c\j cr) cn Lu < w r-% > W C.0 (o Lo = C/) < < o 0 Z < Lo 0 a: 0 Lo 0 z cr rr CC < w DATE 02-01-05 PLOT 02-01-05 DATE DRAWN ED C. FOOTING 2x RIDGE,--' JOB 0511 HIP, OR VALLEY BD ALTERNATE DETAL W/ METAL CONNECTORS SHEET (7) RIDGE DETAIL WEEP SCREED DETAIL OF SHEETS A �� �-7�B��- � 1.ALL GLUED LAMINATED MEMBERS SHALL BECOMBINATION 24F'V4 CANTILEVERED ORCONTINUOUS MEMBERS SHALL BE24F'V8. 2.ALL GLUED LAM|NTEDMEMBERS SHALL BE MANUFACTURED BY A FABRICATOR LICENSED BYTHE CITY OFLO8ANGELE8[]RTHE LOCAL GOVERNING AGENCY, 3.ALL FABRICATION AND WORKMANSHIP SHALL BE|N CONFORMANCE WITH THE CURRENT EDITION (]FTHE 8TANDADSPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLASFIR (COAST REGION) LUMBER BYTHE LUW1BERKHAN'GASSOCIATION, AND THE CURRENT EDITION OF TIMBER CONSTRUCTION. 4,FINISH OFTHE MEMBERS SHALL BEINDUSTRIAL APPERANCEGRADE )N CONFORMACEWITH THE STANDARD APPEARANCE GRADES (}FTHE &|IC. UNLESS NOTED OTHERWISE. G.MEMBERS SHOWN ARE FOR DRY USE. REINFORCING STEEL: 1.ALL REINFORCING STEEL, DOWELS AND TIES SHALL CONFRO[NTO ASTK1 AG15iGRADE t0'UNLESS NOTED OTHERWISE. #3BARS SHALL BEASTM A815.GRADE 40. 2.ALL REINFORCING STEEL SHALL BELAPPED AGINDICATED ONTHE DRAWINGS. WHERE LAPS AND /ORSPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, VERIFY WITH THE ENGINEER IFASPLICE CAN 8EPROVIDED. ALL REINFORCING STEEL SHALL BELAPPED WITH ACLASS "C" LAP UNLESS NOTED OTHERWISE. ALL SPLICE LOCATIONS SHALL BE SHOWN ONSHOP DRAWINGS AND APPROVED PRIOR TOFABRICATION. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82 AND A 185. 1.ALL STRUCTURAL LUMBER SHALL BEOOUGLASFIR OFTHE FOLLOWING GRADES, CONFORMING TOSTANDARD GRADING RULES FOR WEST COAST LUMBER, NO18.UNLESS NO -FED (}THEVV|SE: RAFTERS, JOISTS, PLATES, ........ -............. .................. NO2 2xAND 4xBEAMS, STRINGERS, AND HEADERS ............ NO2 6nAND 8xBEAMS, STRINGERS, AND HEADERS ............ NO1 POSTS AND T}MBEA8-...... .................. ...................... NO 1 STUDS ................ ___ ...... -...... ............. ........ CC8NST,GRADE BLOCKING, AND STRIPPING .............................. STUD GRADE 2.PLYWOOD FOR ROOF SHEATHING SHALL BEC0(UNLESS NOTED OTHEW|SE. USE EXTERIOR TYPE, MINIMUM C-CGRADE WHERE PLYVVO(JD|SEXPOSED TO WEATHER. PLYWOOD FOR FLOOR 8EATH|N8SHALL BECUX.UNLESS NOTED (}THBW|SE.ALL PLYWOOD SHALL CONFORM TOU.S.PRODUCT STANDARD PS 1-8G.EACH SHEET (]FPLYWOOD SHALL BEIDENTIFIED BYAREGISTERED STAMP {JHBRAND OFTHE DOUGLASFIR PLYWOOD ASSOCIATION. 3, ALL WOOD BEARING ONCONCRETE SHALL BEPRESSURE TREATED DOUGLASFIR 4.STUDS OVER 1OFEET |NHEIGHT OFSUPPORTING TWO FLOORSANDAROOF MUST BE2x8AT1O"C).C.UNLESS NOTED OTHERWISE. FOR STUDS GREATER THAN 1G FEET, SEE PLAN. STUDS )NCRIPPLE WALLS LESS THAN 4FEET|WHEIGHT MAY MATCH THE STUDS ABOVE. 5.PROVIDE 2xSOLID BLOCKING BETWEEN JOISTS AND RAFTERS ATALL SUPPORTS. BLOCKING SHALL BEONE PIECE AND BETHE FULL DEPTH 0FTHE JOIST ORRAFTER. 6.CROSS BRIDGING SHALL BEPRVIDEDAT8�0 DNCENTER MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN @^DEEP. 7. PROVIDE DOUBLEJOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. 8. PROVIDE SOLID, FULL BLOCKIG UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. 1ALL EPDXY ANCHORS SPECIFIED ONTHE PLANS SHALL BE BY ONE OF THE FOLLOWING MANUFACTURES AND SHOULD BEINSTALLED PER THE MANUFACTURES RECOMMENDATIONS: A'H/Ol"HIT (-10(Y'EPDXY ADHESIVE ANCHOR LARR#2491S.|CBOES#441g B-RAYNSETEPC(}yJSYSTEM CERAMIC 8"EPDXY ANCHOR LARR@24975.{CBOBS#4285 C-S{k8P8(}NSTRONG-TIE "EPDXY TIE" ADHESIVE ANCHOR LARR#2G185.}CBDES#4Q4G LARR#2527A.!CBOE8#527Q D-CONVERT OPERATIONS "C(A'C|A"EPDXYSYSTEM LARH#26113.|CBOEG#484G 2. CONTINUOUS SPECIAL INSPECTION BYACITY OFLOS ANGEBBREGISTED DEPUTY INSPECTOR |SREQUIRED FOR ALL EPDXY ANCHOR INSTALLATIONS. 1.THE FOLLOWING DESIGN |SBASED ONTHE RECOMMENDATIONS GIVEN |N THE FOLLOWING REPORT UNLESS OTHERWISE INDICATED. FOUNDATION WORK SHALL BEPERFORMED |NACCORDANCE WITH THIS REPORT. THE REPORT |6PART (}FTHE PLANS AND SHOULD BEKEPT 0NTHE JOB SITE AT ALL T|MES. REPORTBY: REPORT NO: REPORT DATE: 2.FOUNDATION EXCAVATIONS SHALL BEEXAM|NADEAND VER|FEDBYTHE SOILS ENGINEER ORHIS REPRESENTATIVES PRIOR TOTHE PLACEMENT OF ANY REINFORCING STEEL {)RCONCRETE. � THE CRITERIA: 4.ALL RBNFDRC|N(lSTEEL |NK8ASONHYSHALL BELAPPED 4OBAR DiAYNETERS � BREAKING �-PSFORTVOi2\FEETk|K|NUK,UNLES8NOTED]THERV{8E. S.TOP PLATE OFALL STUD WALLS SHALL BETOW PIECES THE SAME SIZE A8THE STUDS. SPLICES ARE TOLAP 4'~O"MINIMUM AND BENAILED WITH 12,1SdNAILS MINIMUM EACH SKIN �'PSF PASSIVE PCF S0EOFJ(}|NT� -----� 10. ALL NAILS SHALL BE COMMOM, BOX OR SINKER, NAILING SHALL BE PER CHAPTER 23 OFTHE UNIFORM BUILDING CODE. 11.BOLT HOLES \NWOOD SHALL BE1/32" TO1/18"LAHGERTHAN THE NOMINAL BOLT DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 12.ALL BOLTS SHALL BERE-TIGHTENED PRIOR TOTHE APPLICANT OFSHEATHING, 13,STURCTURAL MEMBERS SHALL NOT BECUT FOR PIPES, ETC..UNLESS SPECIFICALLY 14�WOOD STUDS MAY BENOTCHED TOAOEEPTHOF2S%(}FTHE WIDTH MAXIMUM, EXCEPT INTERIOR NOBEAR|NGSTUDS WHICH MAY BENOTCHED TO40 96OFTHE WIDTH MAXIMUM. STUDS MAY BEBORED TO 40 960FTHE WIDTH MAXIMUM. EXCEPT INTERIOR NOMBEAR>NGSTUD AND DOUBLE BEARING STUDS (PROVIDED NOMORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WHICH MAY BEBORED TO S0%OFTHE WIDTH MAXIMUM. BORED HOLES SHALL NOT BELOCATED ATTHE SAME SECTION OFASTUD ASACUT C}RNOTCH.;|NMOCASE SHALL THE EDGE OF ABORED HOLE BENEARER THAN 5/8"TOTHE EDGE OFTHE STUD. 15.PROVIDE FIRE STOPS ATALL INTERSECTIONS OFSTUD WALL ATFLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE2xNOMINAL THICKNESS {}FWOOD AND SHALL 8ETHE FULL WIDTH OFTHE ENCLOSED SPACE. PLACE FIRE STOPS ATAMAXIMUM SPACING {)F8'4"|NEACH DIRECTION AND ATTHE SAME LINES ASTHE FIRE STOPS /NADJACENT WALLS. JOIST T]SILL (}RGIRDER, TOE NAIL BRIDGING TQJOIST, TOENAIL EACH END SOLE PLATE TOJOIST ORBLOCKING, TYPICAL FACE NAIL SOLE PLATE TOJOIST ORBLOCKING, ATBRACED WALL PANELS TOP PLATE T[)STUD, END NAIL STUD TOSOLE PLATE DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATES, TYPICAL FACE NAIL DOUBLE TOP PLATES, LAP SPLICE BLOCKING BETWEEN JOIST OTRAFTERS TOTOP PLATE.TOENA|L RIM JOIST TORUN PLATE, TOENAIL TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL CEILING JOIST TOPLATE, TOENAIL CONT|NOUSHEADER TOSTUD, TOENAIL CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL CEILING JOIST TOPARALLEL RAFTERS, FACE NAIL RAFTER TOPLATE, FACE NAIL BUILT-UP CORNER STUDS 2"PLANKS 3-8d 18d16"oo 3-1Gper 16" 2'18d 4-8d.TOENA|L.{lR2'16d. END NAIL 18d@24"oo 1Gd@1O''Oc B'1Gd 3-8d 8d@8"0c 2-16d 3'8d 4'8d 3-1Gd 3'1Gd 18d(D24"oo 2-16d @ EACH BEARING 4.VERTICAL. EXCAVATIONS |NSOIL SHALL BELIMITED TO5FEET VERTICAL CUTS |NEXCESS OF5FEET SHALL BECUT BACK AT1:1^THE A,B-C SLOT CUT PROCEDURES ARE T0BEUSED. 5. ALL COMPACT SHALLCONFROMT0 METHODS DESCRIBED |WTHE SOILS REPORT. 6.MINIMUM SLAB ONGRADE CONSTRUCTION UNLESS NOTED OTHERWISE QN THE PLANS BE4-|NCHCONCRETE REINFORCED WITH 6x6-W2.QxW2.0 WELDED WIRE MESH OVER 2-|NCHESOVER G-(N|L\/}SOUEENMOISTURE BARRIER OVER 2-|NCHESOFSAND. THE BUILDING FLOOR SLAB SHALL BE SUPPORTED ONCOMPACTED GRADE, BEDROCK ORAPPROVED SOIL. 7.|FTRENCHES OREXCAVATION OF5FEET {JBMORE |NWHICH APERSON MUST DESCEND, ARE REQUIRED. APERMIT MUST BEOBTAINED FROM THE CALIFORNIA DIVISION OFINDUSTRIAL SAFETY PRIOR TOTHE ISSUANCE {}FA BUILDING PERMIT. SHEAR-WALLSCHEDULE � U�������� �� ���� � �~'� 1 ALL CONCRETE, UNLESS OTHERWISE. SHALL 8EREGULAR WEIGHT, HARD ROCK TYPE (15OPSH.AGGREGATES SHALL CONFORM TOAGTMC33WITH PROVEN SHRINKAGE CHARACTERISTICS OFLESS THAN U.O5�� 2.ULTIMATE COMPRESSIVE STRENGTHS AJ28DAYS SHALL BE: SLAB ONGRADE -'450OPSI CONTINUOUS F{J(JT|NG8--45OOPSI PAD F{}C[[NG........ 4508PSI RETAINING WALLS .......... ..... 45OOPSI GRADE BEAMS ......... 450DPSI CAGSK]WS/PILES .................. 450OPSI ( VV/ L = 0.45 MAX. TYPj 3. CEMENT SHALL CONFORM TO ASTM Cl 50, TYPE V 4-PLACEMENT OFCONCRETE SHALL. CONFORM WITH THE REQUIREMENTS OF 5,CONCRETE SHALL BEMAINTAINED |NA MOIST CONDITION FOR AMINIMUM OFFIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. S. KEYED CONSTRUCTION JOINTS SHALL BEUSED |NALL CASES. ALL UATINATE SHALL BEREMOVED. ALL VERT|CALJ0NTSSHALL BETHROUGHTLYWETTED AND SLUSHED WITH ACOAT OFNEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 7.ALL CONCRETE WITH ADESIGNATED STRENGTH GREATER THAN 25O8PSI SHALL REQUIRE CONTINUOUS INSPECTION BYANINSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ARCHITECT. 8.MINIMUM CONCRETE COVERAGE 0FREINFORCING STEEL SHALL BEAS FOLL{]VV& 'C0NCRETECAST AGAINST AND PERMANENTLY EXPOSED TOSOIL_ -'-J' CONCRETE EXPOSED TOSOIL OHWEATHER: #SBARS, VV31[)RD31WIRES, AND SMALLER ... -............................... 11/2" #GBARS, AND LARGER ..................................................................................... 2" CONCRETE NOT EXPOSED TOSOIL ORWEATHER DR|NCONTACT WITH SOIL: #11BARS, AND SMALLER .................................................... ........................ 3/4" #14BARS AND LARGER ............... ........ ..................................................... 11/2" BEAMS AND COLUMNS .............. ....... ...................................................... 11/2" 9.PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BEEMBEDDED {N STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 10.BEFORE NEW CONCRETE (SDEPOSITED ONORAGAINST CONCRETE WHICH }SSET, THE SURFACE {}FTHE SET CONCRETE SHALL BEROUGHENED SUFFICIENTLY TUEXPOSE THE AGGREGATE APPROXIMATELY 1/4"AND CLEANED. USE EPDXY WHERE REQUIRED, 11. EXPANSION BOLTS SHALL BE HILT! "KVV K" BOLTSS: LARR # 23272 !CBOES # 4027 i,QSBORWAFER BOARD (iC.BD.NER-1O8) MAY BESUBST[QUTEDFOR STUACTURALUPLYVVOOOD. 2. ALI- NAILING SHALL UTILIZE COMMON NAILS FOR ALL HORIZONTAL- DIAPHRAGMS. 3. ALL NAILING SHALL UTILIZE COMMON NAILS. 4. ALL SHEAR WALLS SHALL BE FUL.L. LENGTH OF WALL IN NEW CONSTRUCTION, OR LENGTH AS NOTED ON ADDITIONS. 5.ALL STRUCTURAL WOOD SHEAR WALLS SHALL BECOVERED, WITH AMIN. OF2'LAYERS{}F15#FELT UNDERLAY<NENTPRIOR T]PLACING FINISH MATERIAL. G.ALL SHEAR WALL PANELS TOBEATTACHED TOROOF FRAMING. 7 USE APPROVED PLATE WASHERS FOR ANCHOR BOLTS AND HOLD DOWN BOLTS. BOLTS|ZE PLATE SIZE BOLT SIZE PLATES|ZE BOLT S PLATE SIZE 5/8" D|A. 2''x2"x3/16" 3/4"D|k 2.75"x276'x5/18" 1''[)|A. 3.5'x3.5"x3/8" 5/8" 0A. 2.5"x2.5"z1/4" 7/8"0A. 3'x3"x3/8` 8. EXISTING 1/2" DIA. ANCHOR BOLTS AT EXISTING FOOTINGS ARE ACCEPTABLE. NEW ANCHOR BOLTWS AT EXISTING FOOOTINGS SHALL BE THREADED AND EMBEDDED 4" INTO CONCRETE FOOTING WITH EPDXY ULC�B.{). 4945. LA.R.R. 25185OR EQ.) WITH 1 75 MiN!K8UK0 EDGE DISTANCE. (SPECIAL INSPECTION REO'Dj Q.PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWNS. 1O.ALL HOLD DOWN ANCHOR NUTS SHALL BET|GHTENEDJUST PRIOR TOCOVERING. 11 ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. (INSPECTOR TO VERIFY' 12.PROVIDE 1/2"EDGE DISTANCE FOR PLYWOOD EDGE NAILING. 13. PROVIDE 3x NOMINAL OR WIDER SILL PLATES THAT REST ON CONCRETE OR MASONRY ARE REQUIRED FOR SHEAR WALL 11-12'13. 14.PROVIDE 3xSTUDS BETWEEN ADJACENT PANELS [JN SHEAR WALLS 11-12'13. 15. NAILS SHALL BE STAGGERED, WHERE NAILS ARE SPACE-D AT 2 3/4" O.G. OR LESS FOR SHEAR WALLS 11-12'13. 16.STUCCO SHEAR WALLS SHALL UTILIZE SELF FURRING NAILS (M|N.11'8A.11/2"LOMG,7/1R'O|A,HEAD, GALVANIZED FURRED A MIN. OF 1/4') TO ATTACH THE LATH TO THE STUDS. STAPLE SHALL NOT BE USEDL 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TOTHE DRAWING AND SPECIFICATIONS. 2.DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OFTHE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS |NACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY PROVISIONS. ANY DEVIATION MUST BEAPPROVED PRIOR TOERECTION. 3.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OFCONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE C)F SIMILAR CHARACTER TODETAILS SHOWN, SIMILAR DETAILS OFCONSTRUCTION SHALL BEUSED SUBJECT TQREVIEW BYTHE ARCHITECT. 4�ALL DETIL8DESIGNATED AS STANDARD ORTYPICAL SHALL OCCUR |NADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 5.ALL INFORMATION SHOWN ONTHE DRAWINGS RELATIVE TO EXISTING CONDITIONS ISGIVEN ASTHE BEST PRESENT KNOWLEDGE. BUT WITHOUT GUARANTEE OF ACCURANCY.WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BEREPORTED TOTHE ARCHITECT SOTHAT THE PROPER REVISIONS MAY BEMADE. MODIFICATION OFDETAILS [}FCONSTRUCTION SHALL NOT BEMADE WITHOUT WRITTEN APPROVAL OFTHE ARCHITECT. 1. CONCRETE BLOCK UNITS SHALL CONFORM TOASTMCQO-7S.GRADE N'1 WITH A MINIMUM COMPRESSIVE STRENGHT OF 1500 PSI. 2. MORTAR SHALL CONFORM TO ASTM C270-80.��S.W�AM|�MUM CON|PRES��IVESTRENGTH OF180OPSI AT28DAYS.MIX: 1PART PORTLAND CEMENT, 1/2PART LIME PUTTY, 41/2PARTS SAND (BY VOLU/NB,|FPLASTIC TYPE CEMENT |SUSED, OMIT LIME PUTTY. 3. GROUT SHALL CONFORM TOASTMC478-8O.WITH AMINIMUM COMPRESSIVE STRENGTH OF2UU0PSI AT28DAYS. MIX: 1PART CEMENT, 3PARTS SAND, 2PARTS PEA GRAVEL. SUFFICIENT WATER TJBRING THE MIXTURE T]AFLUID CONSISTENCY. 4.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE. 5. PROVIDE TESTS AS MAY BEREQUIRED BYTHE BUILDING OFFICIAL. 6,THE THICKNESS DFTHE GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL NOT BELESS THAN 1/2".BETWEEN PARALLEL REINFORCING BARS, NOLESS THAN 3/4" 7. |FWORK |SSTOPPED ONE (1)HOUR ORLONGER, PROVIDE HORIZONTAL CONSTRUCTION JOINTS BYSTOPPING THE GROUT 11/2"BELOW THE TOP {}FTHE BLOCK. 8. SEE REINFORCING STEEL NOTES AND STANDARD DETAILS FOR REINFORCING REQUIREMENTS. REINFORCING STEEL |NMASONRY SHALL BELAPPED 4OBAR DIAMETERS MINIMUM. 9.SPECIAL INSPECTION BYANINSPECTOR APPROVED BYTHE ARCHITECT AND THE BUILDING DEPARTMENT |SNOT REQUIRED UNLESS NOTED OTHERWISE. TYPE SHEAR WALL SYSTEM CAPACITY FOUNDATION SILL NAILING SHEAR TRANSFER ANCHOR BOLTS 16d SPACING A 35 SPACING c4'-0" O.C. HEAD GALVANIZED NAILS P 6" O.C. AT TOP & BOTTOM PLATES AND ALL PANEL EDGES AND FIELD. 08 8d 31'3", 12" 4'-0" O.0 C�)' ALL PANELEDGES & 8" O.C. AT ALL PANEL EDGES & 8" O.C. AT FIELD. 12 ALL PANEL EDGES & 8" O.C. AT FIELD 1/4" DIA. x 5" LAG REVISIONS BY ZAx \x x x za� x ui Ill ir Lu cc IMII Lu Ar oil < uj uj ZO DATE 02-01-05 PLOT DATE 02-01-05 DRAWN JOB 0511 SHEET N-1 `OF SHEETS ^ ' -