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Home My WebLink About10147885.pdfCodes California Building Code, Latest Edition & all other applicable codes Statistics SQ. FT. Existing Residence 11703 New Addition 226 Total Residence [1,92 Existing Studio 11211 Total Studio 1,211 4--) (30 M 0 r11__ C) CN -,-J- 4-j 0) 1"o CN U) 0 n L0 -� • < �i"' < N .� CN C: 0 L_ n NV) Date: 3/18/05 Scale: PIL W� IS U 04 DIV aFk Beta sail' 0 D Te y. GJ 6CR S q 'Onn"s A, 0i, 4 i tdf�T of any PLANNFN1',1, NO� DL—S G\ AC/<AG s Leger i d/Abbreviation O-� Keynote ,00 Door Number Window Number LL\j Water Heater North Arrow Section Mark Elevation Symbol k, - �10 AFG Above Finished Grade EQ. Equal AFF Above Finished Floor A/c Air Conditioning. W/ With '' FOS Face of Stud O.C. On Center Vicinity Mc:), URI T U) Edgewood n eve P 'R H C"JNTACT M14)667-2-?'cn'0-' Sheet Index T.1 TITLE SHEET 1 TOPOGRAPHIC SURVEY (REFERENCE ONL AS.1 ARCHITECTURAL SITE PLAN A.1 DEMO FLOOR PLAN A.2 FLOOR PLAN . A. 3 EXTERIOR ELEVATIONS — EAST & NORTH A. 4 EXTERIOR ELEVATIONS — WEST & SOUTH A.5 ROOF PLAN A R liTE (n:4:1 PrN I � A. 7 DETAILS AE.1 LI GH TIN GELECTRI CAL/PHONE/DATA FLOOR LAN S 7yp 1 CAL, izmerml L.:!.:> r_CN0t4V>4,%_Vr vcn�t_-A APPROVED 1271-1111', le" S-4 s(fe-OCTO PLANNINGDIVISIO PERW "Ty LLD ELECT PLBG MASTER I.D.-, qTE Lp hMECH GRADING P PI-F 7— ERMIT#_� ACC. DISCR, ACTION TYPE'; CC. GROUI�! CONSTR. TYPE--V, 6,040 K)N AT E. R ANS FLOOD ZONE CERTIF. REO'D YES CN�('i_) DATE, MiCROFILM E, A N"NT INN G EVVI N7 BARPIER '�q' C' -!A; D-kA FEE y N T PHONE (714) 667-2700 SBIP 3CHO-01- DiCiTf:'liCT YES -in0 M 'ELOW; h tM. APR 12 2005 I V )p U City of Santa Ana JUN 0 8 Z005 RE ..,FOUND WELL MONUMENT, @ INTERSECTION, DN, 0.62' Lo CIO 156,64 TC\ 156.18 FL POWER POLE: 156,39 LIP No, 151621E 6 156,80 F&--.'- 15683 FS FOUND 314' PIPE 0417L CL 4' X 4' POST` 0,18' VL Y N 89*28'10" W ca "15ZO5 TC 12' PALM, 1156,68 FL 156.88 LIP 2,7" X 1,85' GAS METERS 156.85 TC 156,92 TC: r156,99 FS 15Z16 FS. N 89#28"10" W .,15 ' V,15Z,03 NG 157I1 FS-.. NG /15725 FS 15729 NG,. ,,156,96 NG + 156,94 NG` +Z--/ 15Z26 FS--- 11-A-11 --.-r ' 5zal N 15Z48 NG- 15738 NG-� 15Z55 NG, x 1,57,52 NG---" Y 15Z50 FS 15Z 73 FS- 15770 FS '115759 NG 15758 NG 15770 NG "'15763 EXISTING FINISH FLOOR < 1 T 157,90 FS---. 157.71 NG---- T_j CL 4' 49 X 4' " EPOS`LT > 0,Y SINGLE STORY < x 71 STRUCTURE 0 F� 15753 NG_` Lo .,.-15767 EXISTING 15Z44 157.46 TC,, 15700 FL vizis LIP 12- PALM-..._. 25756' -------- ----------- POWER POLE No, 151620E FS 1_ trffl� 189.79' 157.17 FLOBCA 15767 FL, _EENCE_ Pf1ST_--" L ------------------------------ 769 NG . / 158.03 NG 158.12 NG..11.,158 ' 76 NG 15798 NG,, 40' PINE ,,15Z77 FS co "15Z8i? NG �o (6 Q) 15785FS 158,16 NG' 11,58�14 NG 158.08 FS' 158,22 158.23 NG 1,5Z 77 FS-., i____ T 158,20 FS 15823 r1c, 151qnl? CL 4' X 4' POST tlfvl,'�m 'Luui< 15Z98 FS,..,% 57, 99 FS SINGLE STORY 1101 1 0,67' E1Y 00 x "15Z61 NG STRUCTURE Lo �:---158.18 NG K 15Z73 FS 158,03 FS1 GRASS "158.07 NG T_ 15Z 70 FS 158,02 NG GRASS x 157,97 FS: x 157.78 FS%. 158,17 NG 15760 CORCONC 15Z78 FS---"' ALLUM• 158,02 FS 15745 NG% x CP 15788 COVER x GRASS CL 4' X' 4' POST 158, 7 NG. 0,98' E`LY 15798 FS11-C 158,07 FS Li /15Z65 FS 15778 FS-, MISS== 15Z 91 FS ZZ91.FS 15Z 73 FS :158, 00 N6 - - - - - - - - - - - - - - - - - - 15z_z7_ 1�5, .115754 NG 157,72 FS-1 '15Z GARAGE CORNER-`... D97- 15780 NG,"4158.30 15794 �F FS 15798 FS 415792 NG 15Z69 FSi 158.26 FS NW COR SHED-"" N 89*5421" W 158,39 FS,"1-58.30 FS' 158,20 FS 158,06 FS 152.50' 157 0,41' VL Y TWO STORY CP POWER POLE" r _7 STRU CTURE 158,25 FS,,,/158,19 FS 158.08 FS 15780 FS-.,,.. 15Z63 FS--... 158,17 TG,,. EXIST! N G 158.33 FF .... 158.31 FS' 159,34 1f8'11 FS,`11 15Z 94 FS1 '% 15Z68 FS 157, 15Z88 FS; GAR AGE 158.07 h 18' TRE SW CDR SHED- CL TWO 12' TREES, 15732 NG 15783 FS% 15Z 76 NG, 15Z 73 NG -1. GRASS 0,41' VL Y Q) 1.� 158,24 FS 158,33 FS %15Z84 FS 158.62 FF--,,, .-15Z77 FS SINGLE S] ORY 157,88 15746 NG',• Lo ....... .. 158.40 NG 157,76 FS, `15730 FS STRUCTURE 15785 FS 15784 FS 15Z37 NG-.._..'. 15Z13 NG ... 15Z76 FS .'115Z16 3TG ......... 78 F 15Z81 FS Lo GRASS /15781 FS 15Z 7.25 NGI", %' 1 NG '�15Z23 NG 15728 FS 15Z31 FS-,11_.LJ1 15780 ---- 15Z57 NG i 1 C) 1,58,29 FS 15769 NG/ Lo o 157.12 NG-` 1,57,11 FS" FS %115Z65 NG NG 157,20 FS11"', 15714 TG 115759 115Z69 NG GRASS 15728 FS,.., CP GRASS 15Z32 FS, L 15766 NG Lo Q) 15726 FS-, % 0 "15Z31 FS /15Z34 FS ,15Z80 NG, 1/0' �3 Z 15Z28 FS SO. PILASTER 15Z1 7 NG,. E'L Y FACE 'V"LY - - - - - - - '156.82 NG 1517# *`15Z27 NG TG 4 15Z55 FS ON LINE -,.-15Z68 NG 0,38 G, .,15Z17 15726 NG: 15Z31 Nu �32F NG. Z 15Z65 FS., / 15776 FS11 . ............. 15Z64 NG,,,, Ll F ML. 7 15Z26 NG' 157.30 NG' '15752 FS % 157,80 NG" 157,59 NG, 15777 NG 1,16' SO, PILASTER 15Z 91 FS 15' TREE 15' TREE `15759 NG N 89 *54'21 W 157.15 NG (TYP) ON LINE CONC MOW STRIP 188.89' 10' TREE 0,11' NL Y 157.66 FS1 FOUND L & T 'CSA' 15762 BLDGCOR." FLUSH 15Z63 FS-, 15766 FS, ..,FOUND WELL MONUMENT INTERSECTION, DN. 0,85' 5Z57 TC 5Zl? FL ;15Z37 LIP 115726 FL@CLRAMP JI 15Z29 FL 5 7 1 6 5Z86 )FS" 15,60 TC 15,21 F/ 15742 LIP COMMUNITY WATCH SIGN -----3(). 00' -1 1571 NG NO PARKING SIGN cry rn 57.74 NG, 8' TREE 157,56 TC 1 776 FS , llX16WMTR 15724 LIP 76 L&T 'CSA' 15705 FL 15747 TC 53 FS CL 8' DIW 't -15701 FL 59 FSI", , 5Z44 TC 15Z40 NG WATER SERVICE NG 18' TREE - -16.98' uj .00' 15Z52 NG 4.1 X 1,9 GAS METER LO 157.44 TC 156,93 FL 15711 LIP CL QA NTA CLARA ----------------------- - I 0 LEGEND.- DIW DRIVEWAY FS FINISH SURFACE NG NATURAL GROUND TC TOP OF CURB FL FLOW LINE TG TOP OF GRA TE LIP LIP OF GUTTER WM TR WATER METER SQ SQUARE COR CORNER, CONC CONCRETE CL CENTER LINE L&T LEAD AND TAG DN. DOWN 111 i� Q) C) N c) CN 0) Lli O CL CL CN CL bi ry CL ct: (j r CL LL C) L0 Z cc) C) CL if DATE: 05116100 SCALE: 1" = 10' DR WN: CHS CHK'D: JWD APPRV'D: DCH SHEET OF SHEET (;:\L)CHL\(;Zb4\10t-U-bUKVFY.UW(; U5/16/UU •II N 8028'! " 257.56' - - - - - - w C7 °� i SITE PLAN 3/32 1) __ I I - 0); mar NOTES � EXISTING EDISON METER TO BE z RELOCATED � to LOCATION OF NEW EDISON METER � W O TEMPORARY CONSTRUCTION FENCE. U � 2 LEAVE UNTIL THE CONSTRUCTION IS COMPLETE. 3O REMOVE FENCE &GATE AT COMPLETION OF CONSTRUCTION O PROTECT ALL AREAS OF SLAB & WALLS OF ORIGINAL HOUSE THAT ARE NOT PART OF THIS SCOPE. Q5 LINE OF NEW CONSTRUCTION Q6 NOT USED DEMOLISH PORTION SEE STRUCTURAL STRUCTURE DRAWINGS NGS — O EXISTING PO POINSETTIA WATER SERVICE FOR 2422 N 9 EXISTING GAS METER FOR 2422 N. 0 POINSETTIA SHRUBBY EXISTING TREE, PLANTER & � zLJ— O � O W u Q CL u LEGEND CnQO o NOT A PART OF PROJECT 4� 0-) 4-J CL _0 Ln DEMO CONCRETE SLAB j FLATWORK IN PREPARATION FOR < �- :::::':;;:::::� NEW CONSTRUCTION , CL N -- — PROPERTY LINE Dates 3/18/05 Scale. 3 /3 2» ` 1 F — V ss Drawn: AH K s DEMO NOTES DEMOLISH WALLS DESIGNATED BY 0 DASHED LINE REMOVE EXISTING WINDOWS &RETURN 0 TO OWNER ..,._.,.,,,,,.......................,...,,.,,.....,,..,..,.........n..,,...,..,,�..,.,...�..,...,.. �3 REMOVE PLUMBING FIXTURES t,,,,,.,..,..�.........................N,..,.,,,,,,,.......,,,.�,.....,..,,,..N,.,..�..,..r�..» �4 SLAB ON GRADE r 4 REMOVE PORTION OF EXTERIOR STEPS EXISTING ATTIC ACCESS HATCH, TO 5 BE REMOVED FLOOR 1 f499 1 9o99 PLAN m WALL TYPES: DEMOLISH EXISTING WALLS REMOVE FLOOR • WAL TILE I REMOVE EXISTING DOOR i SAVE FOR • RE -INSTALLATION EXISTING ELECTRICAL PANEL PROTECT CONCRETE DRIVEWAY REMOVEDOOR S OWNER 12 DEMOLISH PORTION OF WALLS AROUND BASEMENT STAIRS -SEE DETAIL e 13 SEE DETAIL e SEE AEA FOR EXHAUST FANNOTES RETAIN PLASTER ON HAAND '' OUT • WALL INTO BATHROOM N OTE: VERIFY DEMO AND PROCESS SCOPE WITH OWNER • 4--JQ0 to c� o N U) Q N .. C: I • ® 0 •< I Q N11- N� r— CL Date: 3/18/05 Scale: 1/4)$=i'_0� raven: AHK M N ---------- ! r I I I I 1 ! I I I ! I L---_...------------,-..._.---J FLOOR PLAINI 1/4 1'_0" TAG DESCRIPTION SIZE HARDWARE NOTES F-1] REMOVE AND RETURN TO OWNER (D SEE 4/A.7 TYP. F-2] REUSE DOOR BEDROOM FOR NEW MASTER (D SEE 4/A.7 TYP. F-3] NEW SOLID CORE DOOR 3'-0" x 61 --8" 0 SEE 4/A.7 TYP. [4] NEW SINGLE PANEL DOOR 3'-0" x 6'-8" 0 SEE 4/A.7 TYP. F-5] NEW SOLID CORE 4 LITE DOOR CATEGORY II GLASS 3'--0" x 6'-8" 0 WITH SEE CAT DOOR 4/A.7 TYP F-6] REUSE DOOR FOR NEW LAUNDRY ROOM Q SEE 4/A.7 TYP. F-7]NEW SINGLE PANEL DOOR 2'-6" x 6'-8" SEE 4/A.7 TYP. TAG DESCRIPTION SIZE NOTES �A NEW RENAISSANCE CUSTOM WINDOWS 30" x 53"H MATCH EXISTING SILL HT. OF@) NEW INSULATED DOUBLE HUNG, DIAMOND 1 @ 30 X 42 SET @ +41 " A.F.F. TOP LITE,PLAIN GLASS LOWER LITE RENAISSANCE CUSTOM 3 NEW CASEMENT WINDOWS, ALL DIAMOND 2 @ 24" x 36"H SET L6" A.F.F. NOTES: TO MATCH THE HISTORIC LOOK OF THE EXISTING STRUCTURE THE WINDOWS WILL BE AS FOLLOWS: A, & B WINDOWS TO BE RENAISSANCE CUSTOM CASEMENT WINDOWS W/ LAMINATED GLASS DIAMOND LITES ON TOP AND DUAL PANE INSULATED GLASS ON BOTTOM. ALL WINDOWS TO BE WOOD W/ DIAMOND MUNTINS IN UPPER HALF. SEE WINDOW SCHEDULE. SUBMIT CUT SHEETS. C WINDOWS TO BE WOOD W/ DIAMOND MUNTINS. SEE WINDOW SCHEDULE. SUBMIT CUT SHEETS. INSULATE1. ATTIC WITH • • BATT •, 2. PROTECT ALL PORTIONS OF • NOT •• OF •• INSULATE3. ADDITION FLOOR SPACE R-13 BATT INSULATION WALL LEGEND WALL TYPES: A 2x4 WOOD STUDS W/ 5/8" TYPE "X" DRYWALL BOTH SIDES & R-11 INSULATION N ALL WALLS. 2x6 STUD/PLUMBING WALL, PER 2x4 NOTES ABOVE. EXISTING TO REMAIN ALL NEW • • TO • 1. R-13 'NSULATION.• • TO LOCATIONS. STUD/PLUMBING PER EXTERIOR WALL NOTE ABOVE. NOTES Oi FLOOR DRAIN O CUSTOM CASEWORK COORDINATE WITH OWNER O TILED BUILT-UP BENCH - ELEVATION TO COORDINATE WITH TUB DEPTH OTUB SINK & FAUCETS PER OWNER SELECTION, DROP -INTO BENCH O5 PANTRY ADJUSTABLE SHELVING, COORDINATE WITH OWNER O6 WALL VENT AT FLOOR COORDINATE DOOR HARDWARE WITH OWNER OGLASS WALLS AT SHOWERS TO BE CLEAR 1/2" TEMPERED CATEGORY II BUTT GLASS. MASTER BATH SHOWER DOOR TO BE KOHLER K-9724-B GLASSWORKS (TM) PIVOT SHOWER STEAM DOOR. ALL WALLS & CEILING TO BE O DRYWALL FINISH W/ TEXTURED TO MATCH KITCHEN CEILING, FLAT PAINT. COLOR BY OWNER ALL WALLS TO RECEIVE MAHOGANY 10 WOOD CROWN MOULDING TO MATCH LIVING ROOM U.N.O. 10A - PAINT GRADE MOULDING 11 ALL WALLS EXCEPT BATHROOM WALLS TO RECEIVE WOOD MOULDED BASE TO BE CAULKED W/ SMALL CAULKING JOINTS TO THE FLOOR. SEE DETAIL 7/A.7 12 FLOOR TO MATCH KITCHEN CERAMIC TILES SET IN THINSET GROUT - COLOR & PATTERN BY OWNER RESTROOM WALLS TO BE 4" X 4" t3 GLAZED CERAMIC TILES FROM COVED BASE PIECE @ FLOOR TO CEILING AND/OR 7'-6" @ SHOWER/TUB. TILE @ TUB & SHOWER WALLS TO HAVE BULLNOSE OR TRIM PIECE ON EDGES. SHOWER FLOOR & CURBS TO BE FULLY TILED. ALL OTHER WALLS & CEILING Q MASTER BATH TO BE WONDERBOARD, TAPED & PAINTED, COLOR PER OWNER. �q USE R-30 ALL ROOF AREAS AND R-15 ALL EXTERIOR WALLS 15 NOT USED 16 LAUNDRY ROOM FLOOR TO BE UNGLAZED CERAMIC TILE W/ COVED & CORNER PIECES &SHALL EXTEND UP THE WALLS 6" W/ A COVED CAP @ THE TOP. FLOOR TO BE MORTAR SET WITH FLOOR DRAIN -LOWER FLOOR LEVEL TO ACCOMODATE FOR MORTAR BASE AND TILE. 17 EDGE OF ROOF HARDWOOD FLOORS TO MATCH �$ EXISTING IN LIVING ROOM SEE 7/A.7 19 TOP OF WALL TO BE +42" HIGH WITH FRAMELESS GLASS FROM +42" TO CEILING 20 BEAM CLAD TO MATCH DOOR HEADER TRIM 21 NEW CONCRETE PATIO & STEPS WITH USED BRICK TRIM TO MATCH EXISTING (NIC) 22 PROVIDE SEPARATELY SWITCHED EXHAUST FAN 23 NEW ELECTRICAL PANEL 24 LAUNDRY SINK 25 NOT USED 26 FURR OUT FOR BUILT IN PER OWNER 27 STEAM UNIT ON PATIO 28 CLEAN OUT FOR PLUMBING 29 CASED OPENING, SEE DETAIL 4/AJ 30 INFILL (E) ATTIC ACCESS & BUILD NEW CODE COMPLIANT ACCESS HATCH 24"x30" Z CD __D W u 0 u W W a--Z 01,10� U) W u W � Q � Q u �o � N � U N � CO Q z Q d- °J N C- a N Cf) Date: 2/25/05 Scale: 1/4 — Drawn: AH K Floor Plan A*2 NOTES (D ANY NEW VENT COVERS TO MATCH EXISTING MATCH EXISTING SIDING IN STYLE & l�l QUALITY 3 WINDOW TRIM - MATCH EXISTING IN STYLE & QUALITY ELECTRICAL PANEL NOT USED \-2J NOT USED FOR FOUNDATION VENTS SEE STRUCTURAL EAST ELEVATION NORTH ELEVATION Cn CD W CD � CN Cn<CN o n o Ln 0 • .� l _0 , - 0 `c o -J-, ►��. cN C- o N Date: 2/25/05 Scale: 1/4 -i ,_0�, Drawn: AHK Exterior Elevations azC TYP.<2}-, <7 WEST ELEVAT�ON 1/4" — V—O" [*I NOTES O1 WALL SIDING TO MATCH EXISTING IN STYLE &QUALITY CIO 0 � W C) d . -i-) C�? (1� 0 CN d-- -- Q) Q N •o n ^ ( Ln _ < I < U N +J .� C`y C- n N V) Gate: 3/18/05 Scale: 1/4 )a=i )-0) raven: AHK Exterior Elevationn NOTES Ol CHANGE IN SLOPE O NEW ADDITION ROOF PER NOTE 5 BELOW DEMO PORTION OF ROOF AND O REPLACE WITH NEW ROOF PER SECTION DRAWING ATTIC INSULATION TO BE R-30 NEW ROOF - G.A.F. "GRAND CANYON"; COLOR, STONEWOOD; FIBERGLASS ASPHALT SHINGLES, CLASS -N. PER CBC 1502, 1503.3, 1504 2 2 4 4 REMOVE EXISTING PATIO ROOF z jj 6 1 2 U) x 4II If -7- r-1-77 7- SLOPE SLOPE 7 SLOPE SLOPE /uj 12:14 12:14 ////M, // 1 12:14 12:14 N WIN 41 SLOPE SLOPE mm-- 12:14 12:14 flZmEmum Lu 0 5 4 CD -j 7 C/) (N 5 4 WIG] WIC SLOPE SLOPE Now 12:14 12:14 0 J (jo (J') (D -4 r Q) M < C- 0 n"Ni Ln C-,J cf) Date- 2/25/05 Scale: Drawn: =I 1:2M.-IM 4 A.7 7 A. 7 Door Header & Trimmer M 4r q AI , Door Frame 6 VIM M Oi EXISTING WALL COORDINATE DESIGN AND QUALITY OF O ALL CASEWORK WITH OWNER 3O NOT USED 4---)(,0 V) 0 TOP OF DOOR, WHERE OCCURS Q) < Cn o Cornice Detail Base Detail AOW& Great Room Profile0 nL- LnC- -0)$ -0 3 (D1 i2 < N C- vMT ROOM Low Wall Sect' WO West End of Kitcher 3/8 P$ = i f-011 0� Date: 3/18/05 Scale: rawn: AHK 576 COMPUTER METHOD SUMMARY Page 5 C-2R Project Title: remodel Run: 151 11-Jun-05 Insul Perimeter Length F2 Insul Depth Ty pe (ft) Factor R-val (in) Location/Comments ________ ______ _____ ______ _______________________________ None • _- •« t r •# -------------------------- Length Height Left Right Name -------- Width® Height 'H____ VV$______ Extension Extension n-glass 21 611 415511 21011 01 all "31 QIP 241 6T1 aft -glass 2 1 611 4 1511 2 1011 � 1 �11 41 all 23161, FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width- - DepthHeight 'V'-_ fens- Depth- Height'V'-fenes ________ None Vol Cond- Area Thck Heat duct- Construction Insd. Mass Name(ft2) (in) Cap ivity 'typeRval Location/Comments --------- ------------- --------------------- None COMPUTER METHOD SUMMARY Page 6 C-2R Project Title: remodel Run: 151 11-Sun-05 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type Airflow TXV Efficiency and R-value Zone = house Gasrurn.78 Furnace NIA 0.78 AFUE Attic R-4.2 ACsplitl0 Air cond. - central split No 10.00 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM CEC-100%R4.2- 35 _ - No n/a 91 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name - Heater -Type -_-___ Htrs Factor -(gal) Standard- _ Gas Standard StandardGas Storage gas 1 0.52 50 f SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency ATJE (kBtuh) Loss R-value (Stuh) StandardGas 76% -- 36.00 -- _- •-• s ♦ � tr Pipe Pipe Insul Instal System/Name Type Number run (ft) diam (in) thck (in) R-value None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. modeled as part of an existing plus addition analysis. NOTE: Water heater wrap is required CERTIFICATE OF COMPLIANCE- Residential Page 3 CF-lR Project Title: remodel Run: 151 11-Jun-05 modeled as part of an existing plus addition analysis. NOTE: Water heater wrap is required COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER ron sterry RSC consultants 25295 vista hermosa lake forest ca 949 770 4706 Title: Agency: Telephone-- t1'f '9 76 ° %� ,. / 0%e ; Signed Date DOCUMENTATION AUTHOR hunter lion Dionco Inc 2191 coca palm drive tustin ca 714 731 7451 COMPUTER METHOD SUMMARY Pa e 4 C- -_____-_____----___-_- ______________..______-.._________---_____-_____-_____-_- Project Title: remodel Run: 11-Jun-05 Project Address: 2422 poinsettia st Remodeell santa ana ca 92706 Building Permit # Building Title: remodel Document Author: hunter dion Telephone: 714 731 7451 Plan Check / Date Compliance Method: CALRES2 1.4 Field Check / Date Climate Zone: 8 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design ------- Space Heating _ 6.69 5.79 Space Cooling 45.44 59.22 Water Heating 130.77 113.26 -------- ------- Complies Total 182.91 178.27 lies GENERAL INFORMATION Conditioned. Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U-Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: 130 ft2 81001 ft-in SFD Single Family Detached 0 deg (North) 49.9% 0.35 0.26 1.00 1 Raised floor 1 1040 ft3 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) house_-_-_-----130- _--1040- Conditioned CEC Standard 21011 Surface Area U- Insl Total Tru Slr Construction Type_(ft2) factor Rval -Rval Azm Tlt Gns Type _.._____ Location/Comm_-- Zone = house Wall 85.0 0.088 13 11 0 90 Yes W13.2x4.16 Outside Wall 157.0 0.088 13 11 180 90 Yes W13.2x4.16 Outside Wall 261..2 0.088 13 11 270 90 yes W13.2x4.16 Outside Ceiling 130.0 0.030 30 33 -- 0 Yes Rs30.2x4.24 Attic Floor 130.0 0.035 19 29 -- 180 No FCsl9.2x8.16 Crawlspace CERTIFICATE OF COMPLIANCE: Residential Page 1 CF-1R Project Title: remodel Run: 151 11-Jun-05 Project Address: 2422 poinsettia st Remodel santa ana ca 92706 Building Title: remodel Building Permit # Document Author: hunter dion Telephone: 714 731 7451 Plan Check f Date Compliance Method: CALRES2 1..4 Field Check / Date Climate Zone: 8 t t r • �, ►' Conditioned Floor Area: 130 ft2 Average Ceiling Height: 81011 ft-in Building Type: SFD Single Family Detached Building Front Orientation: 0 deg (North) Glazing Area, % of Floor Area: 49.9% Average Fenestration U-Value:0.35 Average Fenestration SHGC: 0.26 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor Cavity Sheathing Component Insul insul Total Assembly Type R-Value R-value R-value U-value Location/Comments Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Ceiling 30 0 33.33 0.030 Attic Floor 19 0 28.57 0.035 Crawlspace eArea(ft2) Construction �-- __-- Conditioned? Exterior _ - - Non -Slab 130 Yes Crawlspace FENESTRATION Area Fenestration Fenestration Exterior Overhang Type/Orientation (ft2) U-factor SHGC ________ Shading --- and Fins - ^ Window North 11.0 ------------ 0.35 0.40 WvnScrn Overhang Window South 11.0 0.35 0.40 WvnScrn Overhang Window West 42.8 0.35 0.40 WvnScrn None THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF-1R Project Title: remodel Run: 151 11-Sun-05 HVAC SYSTEMS Refrigerant Distribution System Charge and Location Type Efficiency Airflow TXV and R-value ___________________ Furnace0.78 AFUE N/A Attic R-4.2 Air cond. - central split 10.00 SEER No Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACCA Manual D (leakage cfm/ System - Name -- Area --------- Design--______ --of-fan-cfm)- Fan-CFM- CEC 100%R4.2 35 No n/a 91 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name- !_-_ -- TypeHeater Name Heater Type Htrs Factor -(gal.) Standard Gas Standard StandardGas Storage gas 1 0.52 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ____________ ------------- __------- _____________ Standard Gas -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency A VE (kBtuh) Loss R-value (Btuh) StandardGas 76 -- 36.00 -- -_ -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul insul System/Name_-- �e-_____ Number run-(ft) diam_(in) thek-(in) R-value None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. 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, 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 oniy. Instructions Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT" Building Envelope Measures: * §150{a}: hiinnimurn R-i9 ceiluig insu}R�Yion. §150(b): Loose fill insulation marnufiehirees labeled R-Value. #J1A * §150(e): Niinimum R-13 wall insulation in wood framed -walls or equivalent IT -Factor in metal frame walls � (does not apply to exterior mass walls). * § 150(d): Minimum R-13 raised floor insulation in framed floors. �{ § 150(1) : Slab edge insulation -water absorption rate no greater than 0.30o, [eater vapor transmission rate no lI A greater than 10 permjneh. § I Is: Insulation specified or installed meets insulation quality standards. Indicate type and form. §I16-17: FenestrationProducts. Exterior Doors, and InfltratiouT-Siiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified LT -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration ecrtification. I. Exterior door-, and windows n"@atherstrrpped; all joint-, and penetrations caulked and sealed. §!50(g): N apor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. 1y l�tj §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Lolls. 1. Niasoary and factory -built fireplaces have: a. Closeable metal or glass door f j� J i b. Outside air intake with damper and control Q. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: MAC. equipment, water heaters, showerheads grid faucets certified by the Conunussion. `V §150(h): Heating and=or cooling loads calculated in accordance with ASHR-AE. SNLACNA or ACCA. y §150(i): Setback thermostat on all applicable heating and or cooling systems. vV §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. First 5 feet of pipes closest to water heater tank, nun -recirculating systems, insulated (R-4 or greater) \ a Y 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external 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. Compliance Forms August 2001 A-5 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) ME-IR Note: Lowyrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (`t`) may be superseded by more stringent compliance requirements listed an the Certificate of nts, the features noted shall be considered by all pubes as Compliance. When thus checklist is incorporated into the permit docume 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. DESIGNER ENFORCEMENT DESCRIPTION Space Conditioning, Water Heating and Plumbing System Measures: (continued) * §I50(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CHIC Sections 1501- 6WK 604. and Standard 6-3; ducts insulated to a minimum installed level ofR-4.2 or enclosed entirely in conditioned space. Opeuings shall be sealed with mastic, tape, aerosol saalant, or other duct�closure system UL 181, LTL 18IA, or LTL ISIB. If mastic or tape is used to seal that rueets the applicable requirements of than 14 inch, the combination of mastic and either mesh or tape shall be used. Building openings greater uivities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building eavitics, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support to reductions in the cross -sectional area of the ducts. platforms shall not be compressed cause 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space 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 seas ice e.g.. protected by alumiuunn, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding frann solar radiation that can cause degradation of the material. § 114: Pool and Spa 'Heating Systems and Equipment. 1. System is certified -with 79%themnal efficiency, on offs -witch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2, System is installed with: w1A a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional 'inlets and a circulation pump time switch. § 115: Gas fired central funlaces. pool 11caters, spa heaters or household cookitn9 appliances have ma >� continuously burning pilot light. (Exception: Non -electrical cooking a liances with !lot <' 150 Btu hr) § 118 (f): Cool Roof material meet specified criteria Lighting Measures: § 150(k) l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens'watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily tj accessible lightinng control panel at an entrance to the kitchen. § I50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire -with lamps with an at the entrance to the room or one of the alternatives to this efficacy of 40 lumenswatt or greater switched requitement allowed in §150(k)2.; end incandescent recessed ceiling fixtures are IC (insulation cover) a roved. Compliance Forms August 2001 R-6 z _Dw Uo F- U W 1 r Z � 0 W O 0 U� W U W � Q � Q U V)o � N � � N Q za�- N � f� �o dN- 0 n N � Date: 2/25/05 Scale: Drawn: Energy Calcs, T-24 1NEWINININININEWS 11 3x BLK'G W/12-10d TOE NAILS EA. END TO RAFTERS, 2-10d TOE NAILS EA. SIDE FROM TOP PLATE RAFTERS -SEE PLAN FOR SIZE & SPA-C'G--� ROOF SHi,G 1 \ 2-16�dt IVI h..f_/ 16d 2x BLK'G @- 2-1Od EA. SIDE 4'-0" O.C. 16d @ 16"O.C. E Q STAGGERED 2-2x PLTS 2x STUDS @ 16"O.C. 4-8d EA. END 2-2x PLTS MIN. LAP SPLICE PLTS 4'-0" NAILED W/6-16d MIN. EACH SIDE LAP, U.N.O. ON PLANS. 16d @ 12"O.C. STAGG. EA. SiDE WINDOW OPENING SHOWN DOOR OPENING SIMILAR STUDS @ 16"O.C. 1x6 LET -IN BRACE. NAIL TO EA. STUD W/2-8d. SEE NOTES. r -- SILL PLATE-P.T. END OF WALL OR CORNER 5" MIN. 9" MAX. HEADER SCHEDULE d SPAN #1 SPAN #2 3 /2" 11 OR LESS 4'-0" OR LESS 51/2" 6'-0" TO 9'-0' 4'-0" TO 6'-0' 71/4" 9'-0" TO 12'-0' 6'-0" TO 9'-0' 91/4" 12'-0" TO 16'-0" 9'-0" TO 12'-0" 1 11 f4n D t r n r 16 -0 TO 20 -0 : n r 12 -0 TO 16 -On 1. SPAN #1 SUPPORTS ROOF ONLY SPAN #2 SUPPORTS ROOF AND FLOOR 2. WIDTH OF HEADER SAME AS SUPPORTING STUDS 3. 2-2xPLS UNLESS ORIG IS 4'-0" IN WIDTH OR LESS, IN WIDTH USE 1-2x PL. USE 2-10d TOE NAIL EA. SIDE OF PL. 4, INSTALL 1x6 LET -IN BRACES @ EA. END OF WALL AND SHALL NOT EXCEED 25-0"O.C. IN BETWEEN FOR ALL UNSHEATHED STUD WALLS. 5. SEE NAIL'G SCHEDULE FOR ALL OTHER NAILING CONDITIONS. 6. USE 2x SILL PL W/1/2" A ANCHOR BOLTS x 14" LG @ W-O"O.C. TYP U.N.O. 3 JOIST SPACES MAXIMUM. F)IZ D=6d FOR #2 TO #7 D=8d FOR #8 TO #9 "A" nna ann nnn n�" nna D=10d FOR #10 TYP. 90° BENDS "A" = 12d OR 1/2 SPECIFIED LAP, WHICHEVER IS GREATER "B" & "C„= 30d CONCRETE OR 18" MIN, U.N.O. 4Od MASONRY D=6d FOR #2 TO #7 D=8d FOR #8 TO #9 D=10d FOR #10 TYP. 180' BENDS CONCRETE o 30d MASONRY _0, ;2� 40d m I A 6 ' -- MAX. SLOPE DBL JST OR 2-TJI !' r NOTE: WHERE EDGE NAILS ARE LESS THAN 3" O.C. OR WHERE SHEATHING IS INSTALLED ON BOTH FACES OF 2x4 STUDS AT LESS THAN 4n OG „ PROVIDE 3x EDGE MEMBERS M l 24" LONG D1_OCKING @ R' nDf '3-16d EA. STUD WALL .. C STUD WALL PLYWOOD SHEATHING IS ORIENTED HORIZONTALLY U.N.O. REFER TO SHEAR - WALL SCHED. FOR PLY. THICKNESS & NAILING WOOD POST AS REQUIRED SEE PLANS FOR SIZE & LOCATION 2x EDGE BLOCKING @ ALL PANEL EDGES U.N.O. 2x P.T. SILL PLATE ANCHOR BOLTS - SEE SHEARWALL SCHED. FOR SIZE & SPACING SAWED JOINT TO BE FILLED W/WOOD FILLER OR EQUAL. 1/8" RADIUS TOOLED G OOVE JOINT Ivy ' D ' A. r D Q 1 R. w_ r D r NOTE: CONTROL JOINTS SLAB JOINTS SHALL BE INSTALLED AT INTERVALS NOT EXCEEDING 22' 0" IN BOTH DIRECTIONS (PREFERABLY A SQUARE PATTERN) PAINT W/BREAK BOND BEFORE ADJACENT SLAB IS PLACED. T(3/4"MIN.) (ALTERNATE TO CONTROL CONSTRUCTION JOINT JOINT) 1:3 SLOPE 4 0.25 T METAL KEY WOOD KEY CONC. DOUBLE CURTAIN REINF. 561 REBAR LAPS 8c BEADS S_71 SLAB COINS//CONTROL JOLT S$, PIPE SLEEVE TO CLEAR PIPE BY 1/2" ALL AROUND. a• n' -1-'-6" MIN. TO EDGE OF TRENCH N0 EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG WITHIN THESE LINES NO PiPE THROUGH THIS SECTION OF FOOTING A SEE PLAN CONCRETE FILL TO BE MADE BEFORE FOOTINGS ARE PLACED. MAKE SAME WIDTH AS FOOTING AND WIDTH OF TRENCH. n�f a GENERAL STRUCTURAL NOTES 1. Coordination: The Contractor shall verify all dimensions and conditions at the job site and shall be responsible for coordination Of all work and materials including those furnished by subcontractors. 2. Discrepancies: The contractor shall inform the Architect in writing, i f ndiscrepancies or omissions noted on Burin the bidding period, o a , 9 9 P Y the drawings that do not conform to codes, rules and regulations. Upon receipt of such information, the Architect will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the contractor. 3. Typical Details and Notes: On these sheets shall apply unless specifically shown or noted otherwise. Construction details not fully shown or noted shall be similar to details shown for similar conditions. All work or construction shall comply with ail applicable building codes regulations ons and safety requirements. 4. Trade Names: Where an item is identified by a trade name the suffix "or approved equivalent" shall be implied unless specifically noted otherwise. 5. Standards: Except where more stringent requirements are noted or shown in the plans or specifications, all phases of work shall conform y y of standards of the 2001 C.B.C. adopted b the City to the minimum p Santa Ana. 6. Inspection: Wherever special and/or continuous inspection is called for in these notes such inspection shall be performed by the Owner's Testing Laboratory. Any inspection, special or otherwise, that are required by the building codes, local building departments, or these plans shall be done by an independent company. Job site visits by the Engineer shall not constitute an official inspection, unless specifically contracted for. 7. Other Trades: See architectural, electrical and mechanical drawings for size and location of pipe, vent, duct, other openings, anchor bolt requirements for equipment and other details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. 8. Shoring: it shall be the contractor's sole responsibility to design and provide adequate shoring, bracing and formwork, etc., as required for the protection of life and property during the construction of this building. Excess load capacity of slab shall not exceed loads equivalent to the design superimposed loads less construction dead and live loads. Design superimposed loads include live load, partition load, and any other load not in place at the time of shoring. 9. Excavation: The contractor shall be solely responsible for all excavation procedures including lagging, sharing, and protection of adjacent property, structures, streets and utilities in accordance with the standards of the City of Santa Ana. 10. Welding: All welding shall be performed by welders certified for the welds to be mode; see specifications for each welding process to be used. Welding of reinforcing steel for use in structural concrete or structural masonry shall be permitted only where specifically designated on these plans or where specifically approved by the Engineer. 11, Materials and Workmanship: The contractor shall supply all labor, materials, equipment and services of every kind, including water and power, necessary for the proper execution of the work shown or indicated on these drawings. All material sholl be new and materials and workmanship shall be of good quality. All workmen and subcontractors shall be skilled in their trade. 12. Materials and Workmanship Warranty: The contractor shall replace any defective materials and correct poor workmanship with no additional costs to the owner, and shall remedy any defects in material or workmanship which appear in one year from the date of completion of This warranty lies t the work done b the the project. T wa ra a a P Y PP Y J subcontractors as well as the work done by the employees on the contractor. 13. Safety: The contractor shall adequately protect his work, adjacent property and the public, and be responsible for damage or injury due to his act or neglect. 14. Shop Drawings: Shop drawings are an aid for field placement and are superseded by the structural drawings. It shall be the responsibility of the general contractor to make certain construction in is full agreement with the latest construction documents. 15. Shop Drawing Check: The review of shop drawings by the Structural Engineer is only for general compliance with the structural drawings and specifications. This review does not guarantee in any way that the shop drawings are correct nor does it infer that they supersede the structural drawings. FOUNDATION NOTES 1. Design: Foundation designed in conformance with requirements of 2001 Edition, California Building Code. 2. Footings: All footings shall extend a minimum of 18 inches below finished or natural grade into undisturbed soil. Allowable Soil Bearing: 1000 psf 18 inches below adjacent grade. 3. Inspections: A Soils Engineer or Geologist or his authorized representative shall inspect all subgrode preparation prior to the placement of any ---reinforcing steel or concrete and shall perform tests as necessary to verify that such work is in conformance with the building code. The soils engineer or geologist shall send certification of the footings to the building department prior to placement of forms or reinforcing. Haidowns (where required) shall be installed and properly anchored prior to inspection. REINFORCING STEEL NOTES 1. Grade: All reinforcing steel shall be deformed bars which shall conform to the standard specifications of ASTM A-615 Grade 60 for #4 and larger, #3 bars to be ASTM A-615 Grade 40. 2. Welding: Low hydrogen welding rods shall be used for all welding to reinforcing bars, but only where shown or noted by the Structural Engineer. 3. Welding: Grade 60 Rebar shall be preheated, when welding, as prescribed by AWS D1.4 for various size bars. 4. Minimum Lap: Reinforcing steel shall be spliced with a minimum lap of 30 bar diameters in concrete, and 40 diameters in masonry, except when shown or noted otherwise. 5. Welded Wire Mesh: Electric welded wire mesh shall conform to ASTM A- 185. Size shall be as shown on the drawings. Minimum lops to be 12". 6. Doweling: Dowels shall be provided at construction joints and shall be the same size and spacing as detailed or #3 @ 12"o.c. x 3'-O" long (minimum). 7. Minimum Cover: Reinforcing steel to have the following minimum cover: A. Concrete against earth (not formed) .................. 3" B. Concrete against earth (formed or troweled).......... 2" C. Walls ................................................ 1-1/2" D. Slab -On -Grade ................................... ® CL of slab 8. Tolerance for Rebar Placement: Tolerance for longitudinal location of bends and ends of reinforcement shall be plus or minus 2 inches except at discontinuous ends of members where tolerances shall be plus or minus 1/2 inch. 9. Temperature Reinforcement: Shall have a lop of 30 bar diameters but not less than 12 inches, and the splices in adjacent bars shall be not less than 5 feet apart. CONCRETE NOTES 1. Compressive Strength: The minimum ultimate compressive strength of all concrete unless noted otherwise shall be 2500 psi at 28 days. n Refer to plans for the design strength of concrete for specific structural elements. Design of mixes shall be by on approved testing laboratory and signed by a registered engineer. 2. Continuous inspection: All concrete of greater than 2500 psi design strength shall have continuous inspection by a registered Deputy Building Inspector. 3. Weight: All concrete shall be "regular weight" unless noted otherwise. 4. Cement: Cement shall conform to the ASTM C150-71a, Type V and aggregate ASTM c33-71a. I' Shall be per recommenda tions in ACI Placement and Quality: . S i 5. Concrete Piac Q y SP-15. A copy shall be available at the construction site during construction. 6. Debris: Remove all debris from forms before placing of concrete. shall not be drop ped through 7. Segregation of Aggregates: Concrete pp g reinforcing steel (as in walls, columns, and drop capitals) so as to cause segregation of aggregates. Use hoppers, chutes or trunks of varying lengt hs so that the fee unconfined nconfined fall of con crete shall not in 9 exceed 5 feet and a sufficient number shallbe used to ensure the concrete is being kept level at all times. 8. Doweling: All walls and columns shall be doweled into footings, walls, beams, or slabs with bars of the some size and spacing as the bars above. Use a 30 bar diameter lap except where specifically indicated. 9. Splices: Vertical wolf bars shall be spliced at or near floor lines. Splice bars in grade beams, etc., (unless noted otherwise) as follows; bottom bars at mid -point of span, top bars at the support. All reinforcing steel shall be securely wired and properly supported above the ground and away from forms. 10. Inserts: All items to be cast in concrete such as reinforcing, dowels, bolts, anchors, pipes, sleeves, etc., shall be securely positioned in the forms before placing the concrete. PREFABRICATED STRUCTURAL WOOD NOTES 1. Design: All Prefabricated Structural Wood (PSW) members have been designed in accordance with the applicable provisions of the 1997 Uniform Building Code and appropriate current ICBO approvals. The manufacturer shall submit shop drawings and proof of compliance to the Architect for review and acceptance. tance. p 2. Protection & Care: All glue used in PSW is waterproof, however, long exposure to water and sun will cause some deterioration and checking of the wood. PSW should receive the some protection from weather given to other wood products. The glue bond between the flanges and the plywood web of a prefabricated wood joist is critical to the performance of the joist. Do not force load outward on the flange. 3. Handling: A forklift or similar equipment carelessly used could damage the wood flange fl n e or webs of PS W. Take Care. 4. Construction Loads: A PSW system is designed to support specific loads. It is dangerous to overload a single joist or group of joists with piles of plywood, roofing or other materials. Distribute such materials in small bundles. 5. Erection: PSW strength is in the upright position. They must be in a complete building. veto full strength. supported laterally to developp g This is normally provided by the sheathing. If members are to be loaded before the sheathing is applied, temporary horizontal bracing must be applied to prevent damage or failure. 6. Testing & Inspection: Shall conform to Sec. 2518, Title 24.R. CONCRETE ADHESIVE ANCHORS 1. Anchor Manufacturer: Where adhesive anchors are called for on these plans, the contractor shall use "Covert Injection Adhesive Anchors" by Covert Operations, Long Beach, California, installed per requirements of LC.B.O. Report No. 4846, dated April 1992. 2. Adhesive Requirement: The adhesive used with these anchors shall be "CIA -GEL", installation of which shall be under the supervision of a Registered Deputy Building Inspector. 3 Anehnr Rnitt Anchnr hnits chnll ennfnrm to ASTM A-193. Grade 87. tnc Pfcrr"�cac a cuPy u, arc wooD NOTES 5. Anchor Locations: Refer to each wall of each level for location of specific anchor size, spacing and detail referencing. 1. Lumber: All lumber shall conform to U.B.C. 23-1-97 and U.B.C. 23-3- 97. INSPECTION NOTES 2. Lumber Grading: All wood structural members shall be D.F. No. 1 per WCLB Rule #16 (both horizontal and vertical), u.n.o. All structural members shall be grade marked per Rule #16 WCLB. 1. General: In addition to the inspections required by section 108 of the 1997 UBC, the owner shall employ a special inspector during 3. Sills: All sills in contact with concrete or within 12" of soil shall construction on the following types of work. All special inspections shall be performed in accordance with section 1701 of the 1997 UBC. be pressure treated D.F. conforming to 1994 U.B.C. standards. 4. Sill Anchorage: Unless otherwise shown, all sill plates shall be 2. Concrete: During the taking of test specimens and placing of all reinforced concrete and pneumatically placed concrete. anchored with 5/8" x 12" anchor bolts embedded a minimum of 9" in concrete. They shall be spaced at a maximum of 4'-0" o.c. and o 3, Welding: During all field structural welding, including welding of maximum of 9" from the ends of sills and from corners. A minimum of 2 reinforcing steel. per sill plate is required. 4. Selection of the Special Inspector: The owner shall submit to the 5. Bolts: All bolt heads and nuts bearing on wood shall have washers. Architect a list of 3 firms chosen to perform the special inspection All bolt holes in wood shall be drilled 1/32" to 1/16" diameter larger duties. The special inspection firm shall have at least 5 years of than the nominal bolt diameter. experience in the work to be inspected. The Architect shall recommend a firm from those submitted. 6. La Screws: All la screws bearin on wood shall have washers. The 9 9 9 hole for the shank shall be the some diameter and length as the shank, 5. Field Inspector: All field inspectors shall have a minimum of 2 years the lead hole for the threads shall be about 70 percent of the shank experience in the specific construction being inspected. diameter and the length of thread. 7. Wood Screws: The lead hole shall be about 70 percent of the root diameter of the screw and the length of the screw. 8. Nails: Nailing shall conform to Table 23-1-Q of the 1994 U.B.C. Connections shown are minimum permissible. All nails shall be common wire nails unless otherwise noted. Where possible, nails driven perpendicular to the grain shall be used instead of toenails. Pre- drill members and renail should splitting develop due to the nature of the material or connection. 9. Plywood Sheathing: Plywood sheathing shall be D.F. plywood with exterior type glue as specified by the American Plywood Association and as noted on plans. Nail as shown on plans. If the nail head breaks the face ply, the nail shall be removed and renailed into firm adjacent wood. Nail heads which break face ply shall be cause for rejection of vertical or horizontal diaphragm. 10. Roof Sheathing: Roof sheathing shall be inspected and approved prior to placing roofing and insulation. 11. Wall Sheathing: Wall sheathing shall be inspected and approved prior to placing of drywall or felts. GLUE LAMINATED BEAM NOTES 1. Lumber Grade: Glue laminated beams shall be D.F., combination "24F- V8", resorcinol glue, industrial appearance, and ends sealed unless , otherwise noted. The contractor shall supply shop drawings for review to the Architect for review and comment prior to fabrication. Copies•a of the AITC certificate of inspection shall be provided to the Architect and Building Department before beams are installed.% <; pJ 2. Laminations: Laminations shall be 1-1/2" unless otherwise noted. F n.afs i.(ti 3. Camber: Cambers shall be as shown. Where no comber is shown, none is o le r, p desired. 1` t�rn1} ( t V PARALLAM BEAM NOTES d, 1. Installation: Parallom beams, made of parallel strand lumber, by the / Parallom Division of MacMillan Bloedel, shall be installed as noted by L` NER 292 recommendations. 2. Grade/Manufacturers Stamp: Parallom beams delivered to the project shall be stamped by the manufacturer. 25295 VISTA HERMOSA LAKE FOREST, CA 92630 TEL t FAX (949) 770-4706 rste(�•Tfb ac ell.net 2422 N. POINSETTIA ST, SANTA ANA, CA 992706 PLAN CHECK BID SET PERMIT A A THESE DRAWINGS (AND THEIR ELECTRONIC FILES) MAY NOT BE REPRODUCED, MODIFIED OR REUSED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RON STERRY CONSULTING. ALL RIGHTS RESERVED. COPYRIGHT DATED 7/15/04 SCALE JOB NUMBER 20071 V DRAWN BY RS CHECKED BY SHEET NUMBER li lI lllil 1 .i;.<;:g!Ss{Fe''z a?/.rs#'ss>w;a ::7? s:fi>•a'^Z3S� <fi✓uF:r:! 's„,%..,.:,..:....:.a:..:, :.>,.:>ti�s:»»,,..,»:>s.%66 SHEAR WALL SCHEDULE MARK SHEAR WALL MATERIAL & NAILING SHEAR TRANSFER 16d A35 SHOT PIN (0.145"0) 5/8"AB 1 /2" CDX PLY., PH 20/0 w/8d A Q 6" E.N., & 12" F.N., 7" 26" 9" 4'-8" 220 PLF ONE SIDE, BLKG. REQ'D 1 /2" CDX PLY., PIl 20/0 w/8d B CAD 3" E.N., & 12" F.N., 6n 18" 9" 4r —3u 320 PLF ONE SIDE, BLKG. REQ'D SIMPSON STRONG —WALL SHEAR WALL SW22X7-6RF, Q I.C.B.O. #PFC-5485 16)—SDS 1/4" X 6" SCREWS @ T.O. WALL (LOCATE PER MFR.) V ` �2)-5/8"OX 12" A.B. ® B.O. WALL (LOCATE PER MFR.) 2865# 2—SSTB28 HOLDOWN BOLTS NOTES: 1. WHERE WALLS ARE SHEATHED ON BOTH SIDES, USE MINIMUM 3" NOMINAL FRAMING AT BOUNDARY MEMBERS, AND THE SHEAR TRANSFER SPACING SHALL BE ONE—HALF THAT SPECIFIED FOR SHEAR WALL SHEATHING ON ONE SIDE ONLY. MINIMUM SPACING SHALL NOT BE LESS THAN 2" O.C. STAGGERED IN TWO ROWS FOR 16d. 2. BLOCK ALL EDGES. 3. ALL NAILING SPECIFIED ON THIS SCHEDULE TO BE EITHER PLYWOOD NAILS (P.N.) OR COMMOM WIRE NAILS (16d). 4. 0.145 0 SHOT PINS BY "HILTI", PER I.C.B.O. REPORT NO. 1372 AREA OF NEW SLAB/FOUNDATION SHEAR WALL DESIGNATION. REFER TO SCHEDULE FOR SHEATHING & NAILING. P SIMPSON HOLDOWN W/4X4 POST TYP. U.N.O. NOTES 1. PROVIDE 2"X2"X`'/16" WASHER PLATES ON ALL NEW ANCHOR BOLTS. 2. HOLDOWN HARDWARE AND ANCHOR BOLTS MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 3. UNLESS SHOWN OTHERWISE ALL NEW EXTERIOR WOOD FRAMED WALLS SHALL BE SHEATHED W/ 1 /2" CDX PLYWOOD NAILED PER SHEAR WALL TYPE A. 4. NOTCHING OF EXTERIOR AND BEARING/NON—BEARING WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES IN BEARING/NON—BEARING WALLS SHALL NOT EXCEED 40%/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. SCALE:PARTIAL FOUNDATION PLAN] 25295 VISTA HERMOSA LAKE FOREST, CA 92630 TEL + FAX (949) 770-4706 rsterry®pacbell.net ADDITION Or FOR CAPACI 2422 N. POINSETTIA ST. SANTA ANA, CA. 992706 i• i PLAN CHECK BID SET PERMIT 0 0 THESE DRAWINGS (AND THEIR ELECTRONIC FILES) MAY NOT BE REPRODUCED: MODIFIED OR REUSED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RON STERRY CONSULTING. ALL RIGHTS RESERVED. ..<l"011/ COPYRIGHT DATED 7/15/04 SCALE 1//'"=1'—O" JOB NUMBER 20071 DRAWN BY IRS CHECKED BY r s m2#00% TYPICAL ROOF SHEATHING: '/2 $' THK. CDX PLYWOOD P.I.I. 24/0 NAILING: B.N.: 8d 0 4" O.C. E.N.: 8d @ 6" O.C. FIELD: 8d @ 12" O.C. BLOCK ALL EDGES. , if —M A 4 $ , $I I ol—ols FARTIAL ROOF FRAMING PLAN. SCALE: —4" = l'—O" w p- ra 25295 VISTA HERMOSA LAKE FOREST, CA 92630 TEL + FAX (949) 770-4706 rsteffyopacbell.net ADDITION & REMODEL FOR NORTHCUTT / CAPACI 2422 N. POINSETTIA ST. SANTA ANA, CA 992706 PLAN CHECK BID SET PERMIT A A A THESE DRAWINGS (AND THEIR ELECTRONIC FILES) MAY NOT BE REPRODUCED, MODIFIED OR REUSED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RON STERRY CONSULTING. ALL RIGHTS RESERVED. COPYRIGHT DATED 7/15/04 SCALE 1/4"=1 '-0" JOB NUMBER 20071 DRAWN BY RS CHECKED BY 6ml� WOOD ROOF RAFTER, SEE PLAN FOR SIZE & SPACING. TYPICAL ROOF SHEATHING. SEE PLAN FOR THICKNESS & NAILING. TYPICAL ROOF SHEATHING. SEE PLAN FOR THICKNESS & NAILING. SIMPSON ST2215 STRAP 0 4'- 0 o. c. 4X HEADER SIMPSON STRAP PER PLAN. PER PLAN. CENTER ON JT. PLYWOOD ROOF SHEATHING PER PLAN. E.N. B.N. 2X ROOF RAFTERS. SEE PLAN. Sim N 'A35 RAFTER (1) SIMP. A35 PER BLOCK 2x BLKG, TYP. U.N.O. WOOD RIDGE M 2X DOUBLE PARALLAM, GLU- M, OR TOP PLATE. REFER TO ARCH. SOLID. SEE PLANFOR SIZE. FOR SAVE DETAIL. 2X ROOF RAFTERS - SEE PLAN FOR WOOD BEAM A35 RAFTER TO WOOD SIZE AND SPACING. PER PLAN. TOP PLATE @ 16"o.c. SIMPSON "EPC" EXTERIOR XN DOUBLE 2X TOP PLATE TYP. U.N.O. 2X SOLID BLKG. SHEAR WALL (S.W.) 4k- SHEATHING, TYP. SEE PLAN FOR �—HEADER (WHERE OCCURS) 4X POST. DESIGNATION OF NAILING. TY P. PE R' IM. RAF ER SC: i"=i'-o RIDGE SECTION SIC: 1"=1'-O" (s�24) DRAG CO N. SC: i"=i'-o" SC: i"=i'-o" SC: i"=i'-o" RAFTER SUPPORT '�:S4 j — ROOF PLYWOOD B.N. A SPECIFIED RAFTER NAIL PER PLAN ROOF PLYWOOD ROOF NEW PLYWOOD ROOF SHEATHING PER PLAN. 2-10d PER 2X ST2215 ACROSS RAFTER TOPS B. N. R ,-ill SE ARCH L 0 48" O.C. SPECIFIED L SHEATHING SOLI D BLKG 2X ROOF A35 PER S.W. SCHED. RAFTER PER PLAN. 2X4 NAILER RIDGE PER PLAN (SHAPE). 2X FLAT BLOCK'G @ 24"oc W1 /,--(E) FASCIA ALONG VALLEY RIM JOIST BEYOND + + + (4)-16d PER 2X BLKG @ A35 PER S.W. SCHED. 2X SOLID + RAFTER TYP EA END 24" O.C. PLY PER SHEAR WALL SCHEDULE BLOCKING. ALIGN DRAG CONN. 2X6 COLLAR TIES 2X STUDS @ 16"o.c PLY PER SHEAR WITH TOP PLATE OF E.N. 16d @ B.N. SPACING. @ 48" O.C. WALL SCHEDULE WALL BEYOND. IMMEDIATELY ABOVE DRAG STRAP PER PLAN 4X SOLID BLKG -(E) ROOF RAFTERS CEILING JOISTS 2X STUDS 0 16"o.c —/ 1, A 10-1% CALIF. FRAMING SIC: i"=i'-o$l COLLAR TIE P7 (s4) SC: i"=i'-o" BARGE BOARD SC: i"=i'-o" DRAG CONNECTION 10 S4) S I IIIN rot A F `N FOR ADD'L INFO NOT SHOWN REFER TO DETAIL 2X SOLID BLOCK W/(1'I SIMPSON `A35' PER BLK. (o //X / M 00 —if t> REINF EACH REMOVE (E) WAY AT BTM SEE PLAN. WALL. P.T. SILL PLATE ATTACH PER S.W. 00 TYPICAL U.N.O. SCHEDULE U.N.O. NEW FLOOR SHEATHING (E) FLOOR FRAMING. PER PLAN. TYPICAL FLOOR SHEATHING PER —2X FLOOR JOISTS PER PLAN. PLAN. B.N. 41 (4) #4 SET IN 5" DEEP HOLES FILLED 2X SOLID BLOCK W/Q! Ox W/HILTI "HVA" ADH. PER SIMPSON 'A35' I.C.B.O. 4016. PER BLK. NEW (E) FTG 0 3X SOLID BLOCK ry FTG C-0 SEE PLAN co 2 X 6 P.T. SILL PLATE W/3/4"O ANCH. BOLTS \\//%\�/%\// b j%� X/ /\1 I X ALTERNATE FLOOR 0 * f//\ — @ 32" O.C. SUPPORT CONNECTION: — I 0 SIMPSON "U" TYPE (E) FOUNDATION. HANGERS ATTACHED TO 12$$ (E) BLOCKING. "-" FT G UNDERPINNING SC: 1 "=1 7� NE W FOOTING ONN. SC: C 1,,=J,_O,, r18 (E) PERIM. NEW FLOOR SC: i"=i'-o" r- & ig PERIMETER FOOTING SIC: 1"=1'-O' S4 �-; �4 25295 VISTA HERMOSA LAKE FOREST, CA 92630 TEL + FAX (949) 770-4706 rsterryopacbell.net 2422 N. POINSETTIA ST. SANTA ANA, CA 992706 RUCTURAL DETAILS k PLAN CHECK BID SET PERMIT A A d A THESE DRAWINGS (AND THEIR ELECTRONIC FILES) MAY NOT BE REPRODUCED, MODIFIED OR REUSED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RON STERRY CONSULTING. ALL RIGHTS RESERVED. COPYRIGHT DATED 7/15/04 SCALE 1/4'#=1 '—O" JOB NUMBER 20071 DRAWN BY RS CHECKED BY