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HomeMy WebLinkAbout10148853.pdfFOUNDATIONS 1 FOUNDATION rDEE'SIGN IS BASED ON SOIL INVESTIGATION AND REPORT BY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE R R EMENTS0 THEREIN. 2. ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF (ASSUMED). 3. ALL FOOTINGS!33HALL BEAR A MINIMUM OF 12 INCHES FO ONE-STORY • r AND A MINIMUM OF TWO-STORY LOADS, INTO NATURAL GRADE OR ENGINEERED COMPACTED FILL. ALL BACKFILL SHALL BE COMPACTED A MINIMUM OF t" OF MAXIMUM FILL 1 RAMP A. •1AALLS 1ND RETAINING .T♦ WALLS A SHALL rr.:.. w a •1 a 1 A # r rUNDER CONTROLLED # " #' .,: ALL BACKFILL SHALL COMPACTED w Ar. a MINIMUM OF , I I OF MAXIMUM DENSITY. 5. FILL ARAMP A rWALLS AND RETAINING A WALLS SHALL ~_.... # A ■ NSIVE A• A.. AND A. r r r R w CONTROLLED COMPACTION. 6. ROOF RUNOFF, AREA RUNOFF, AND AREA DRAINAGE SHALL BE r• r AWAY •#M BUILDING FOUNDATION 7. ALL EXCAVATIONS SHALL BE BY ENGINEER R ARCHITECT PRIOR r,w POURING # R FOOTINGS. 8. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. L w1 g&$ of ally VNE CONCRETE CONCRETE 1. ALL +VE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF ir► PSI AT 28 DAYS, NOTED # • SHALL2. CEMENT CONFORM + #. 3. AGGREGATE SHALL CONFORM TO ASTM C-33. MAXIMUM AGGREGATE R1. SHALL r # • * USE r INCH MAXIMUM AGGREGATE# R SLABS ON GRADE. r 4. MINIMUM CONCRETE r. # • R REINFORCING • SHALL B: A POURED AGAINST 1 •. B) POURED AGAINST FORMS: 2 C) STRUCTURAL SLABS: 3/4' rCOLUMNS ANDBEAMS: 5. BEFORE CONCRETE POURED, r #' A, s #SHALL ALL TRADES ♦ r TO INSURE PROPER rR Or R PLACEMENT s A OF ALL # ■ CURBS, CONDUITS, RELATING A THEIR WORK. 6. ALL SLEEVES, AND ETC. NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL APPROVED R*w r BY THE ARCHITECT. LOCAL7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDINGDEPARTMENT * PRIOR TO THE POURING .R OF ANY CONCRETE. CONCRETE FLOOR 1BVARIATION 1rA FROM LEVEL SHALL # qXCEED 1/8 INCH MAXIMUM IN 10 FEET. f 97 ii-OCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY �&4CAL FLAWS) DICATED ON DRAWINGS SHALL APPROVED B Rr. THE A RCHITECT *.ri. TO PLACING A • # w. on from the, REINFORCING STEEL ALL REINFORCING #r BE DEFORMED BARS, INTERMEDIATE OR HARD GRADE, CONFORMING TO ASTM A-615 2. ALL BARS A r SHALL MATERIAL RI A IMPAIR 3. ALL BENDS SHALL BE MADE WHILE BAR IS COLD. 1 REINFORCING r SHALL 13E SPLICED WITH 1MINIMUM LAP OF CONCRETE,40 BAR DIAMETERS IN MASONRY AND 30 MAR DIAMETERS IN NOTED .. OTHERWISE. 5. REINFORCING STEEL BENDS AND HOOKS SHALL CONFORM TO A STANDARD • f. ALL BARS SHALL *. ACCURArELY PLACED AND SECURED IN PLACE WITH CHAIRS, • SPACERS, ♦• AND HANGERS AND PLACE 2 - #5 BARS AT ALL SIDES OF OPENINGS IN CONCRETE OR MASONRY THAT EXCEED 12 INCHES IN EITHER DIMENSION. BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND EDGE OF i- NING I � . STRUCTURALLUMBER STRUCTURAL1. ALL O#r MEMBERS SHALL BE THE BEST SELECTION OF DOUGLAS FIR PER WCLA GRADING RULE #16, UNLESS NOTED OTHERWISE. EACH PIECE #' LUMBER SHALL BE GRADE [ A • A RAFTERS: BEAMS:; • No. I & BETTER JOISTS:C) CEILING * ♦. BETTER Dr 2. ALL STRUCTURAL -R A. PLYWOOD SHALL r !; A. GRADE A r` STAMPED WITH EXTERIOR GLUE AND AS SPECIFIED B A A PLYWOOD A # A #NOTED# 3. ROOF FRAMING AND SHEATHING SHALL BE INSPECTED PRIOR TO PLACING ON ROOF. 4. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48 INCHES OF THE • r SHALL R PRESSURE -TREATED DOUGLAS FIR. 5. PRE -DRILL HOLES r FOR r AND .• • NAILS AND a A BOLTS. 6. DOUBLE TOP PLATES ON ALL EXTERIOR WALLS, AND BEARING PARTITIONS (NOT OTHERWISE DETAILED) SHALL LAP 4f-0- MINIMUM AT SPLICES AND HAVE A MINIMUM OF 6 - 16d COMMON NAILS BETWEEN 7. BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE METAL WASHERS. BOLT HOLES IN WOOD SHALL BE DRILLED 1/21" TO 1116' DIAMETER a• LARGER i R. THAN THE A. BOLT #... DIAMETER. 8LAG BOLTS SHALL HAVE LEAD HOLES PRE -DRILLED R'r BEFORE DRIVING HOLE DIAMETERS R AS # A) SHANK PORTION: SAME DIAMETER & LENGTH AS SHANK B) THREAD PORTION: 0.6 TO 0.75 TIMES DIAMETER OF THREAD r AND SAME LENGTH. STRUCTURAL STEEL 1 ALL STRUCTURAL STEEL WORK SHALL BE DESIGNED, FABRICATED AND ■ r TO AISC SPECIFICATIONS rA# r STANDARD PRACTICES FO R A# w BUILDINGS. 2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A 3. STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A-53, GRADE 11. 4. STRUCTURAL lly. A TUBES SHALL CONFORM T .#*.:: ASTM a, :f: "`. 5. UNFINISHED BOLTS SHALL CONFORM TO ASTM A-307. 6). A LICENSED FABRICATOR APPROVED BY THE BUILDING DEPARTMENT SHALL FURNISH #.R DRAWINGS TO THE PROJECT ENGINEER R; APPROVAL •r-wA PRIOR r.#w. TO FABRICATION `w A OF STRUCTURAL R / MEMBERS. 7. BOLT HOLES FOR STEEL CONNECTIONS SHALL BE 1/16 INCH LARGER IN DIAMETER THAN BOLT SIZE. BOLTS FOR COLUMN BASE PLATES A AT FOUNDATIONS A BE • INCH MAXIMUM LARGER r. DIAMETER THAN ANCHOR BOLTS. HOLES FOR BOLTS AND/OR RIVETS SHALL NOT BE 8. ALL CONNECTIONS NOT DETAILED ON PLANS SHALL BE DETAILED BY STEEL FABRICATOR AND SHALL BE SUBMITTED ON #-. DRAWINGS r A PROJECT ENGINEER *r, APPROVAL PRIOR TO FABRICATION. 9. PAINT STRUCTURAL STEEL MEMBERS WITH ONE COAT OF RUST �NHIBITIVE PAINT. WELDINGWELDING + • THE SHIELDED►* SUBMERGED ARC PROCESS AND PERFORMED BY WELDERS WITH r r.) # r ELECTRODES r A QUALIFIED CERTIFIED AIN THE "QUALIFICATIONS PROCEDURE" OF THE AMERICAN WELDING SOCIETY, LATEST EDITION. WELDING2. ' PERFORMED R #•r AN APPROVED, r• # r CONTINUOUSFABRICATOR, ALL STRUCTURAL FIELD WELDING SHALL HAVE INSPECTION a REGISTERED w DEPUTY! s 3. ELECTRODES USED FOR WELDING REINFORCING STEEL SHALL HAVE a LOW HYDROGEN AND SHALL 0 E �T SST' S.W. No, MATERIAL NAIL SIZE EDGE NAIL SPACING NOTE 8 3/8" PLYWOOD 8d 6" o.c. 9 318" PLYWOOD 8d 4" o.c. 7 10 318"° PLYWOOD 8d 3" o.c. 6 11 318" PLYWOOD 8d 2" o.c. 6 12 15132" PLYWOOD 10d 6" o.c. 13 15/32" PLYWOOD 10d 4" o.c. 6 14 15132" PLYWOOD 10d 3" o.c. 6 15 15132" PLYWOOD 10d 2" o.c. 6 ANCHOR BOLTS BE • INCH DIAMETER UNLESS NOTED OTHERWISE. 2. PLATE i WASHERS SHALL A rr: ! THICK AT EACH ANCHOR BOLT AT SHEAR WALLS. 3. A SHEAR WALLS OVER WOOD FLOOR FRAMING, NAILING SHALL M • •COMMON NAILS 1 PLYWOOD SHEAR R PANELS SHALL GRADE :r EXTERIOR GLUE, AND SHALL BE NAILED WITH COMMON NAILS AT ALL EDGES AS NOTED AND NAILED AT 12" o.c. AT INTERMEDIATE : A FRAMING A. MEMBERS. ALL PANEL EDGES SHALL BE BLOCKED. 5.1 OSB PANELING SHALL NOT BE r AT a •WALLS STUCCOWALL COVERING. •. FRAMING MEMBERS LUMBER ABUTTING PANELS AND AT SILL PLATES. EDGE NAILING SHALL BE STAGGERED. 7. FRAMING ME A: ww• SHALL * • . R r • 1 ABUTTING PANELS AND AT SILL PLATES A WHERE CALLED OUT PLANS. EDGE NAILING SHALL STAGGERED. ROOF ## SHEATHING 15/32 INCH THICK CD PLYDWOOD WITH EXTERIOR GLUE. PI No. 24/0 MIN. UNBLOCKED EDGES.' 8is COMMON " ' BOUNDARY N1 ! ♦. EDGE NAILING L a. tSUPPORTED w•r EDGES FIELD NAILING FLOOR SHEATHING 518 INCH THICK APA RATED STURD-I-FLOOR, SPAN: 20" o.c. MINIMUM. ALL EDGES BLOCKED OR T&G. NAILED WITH 10d COMMON NAILS AT: BOUNDARY NAILING (BN). 6" o.c. EDGE NAILING (EN): 6" o.c. AT ALL EDGES 1 o" O.C. BIN 21 8 r F " �w ...F ,.,...�.,.. w,.,n ..z �.., ...... d ;mm'�.a {pN �p��i ES1 "3f"`*x"` .' ."...r 3 8 3 2110,, 5 Y j g z -..w�P. S'�^ 3`c3 s p£"A: td � E. 'n. 5 ;.0 ±eS $ �4es' Y � ..., ' f 14- �O/31 MIAO CIML A - tAo tA-vKfrA N1 F2- IT L Revision I Date t t f, V ar r ■ 0 0 ! •4 co i w t r s s_ Job No.: 2K487 Date. 12 JUL 05 Scale: NONE (Sheet C�1 y 4 " wa k ", I ��hli��t�G� V6 2- 0 40, 2=2; t2li Lot Area Living Area Year Built APN SFD Thomas Map Legal Description 6300 Sq. Ft. 1336 Sq. Ft. 1962 109-741-29 8294A N TR 4025 LOT 36 T NOTES i.-ALL WORK TO BE DONE PER CODE AND LEGAL ORDINANCES. 2.-VERIFY ALL DIMENSIONS DO NOT SCALE DRAWINGS. 3.-ELECTRICAL AND PLUMBING TO BE PER CODE AND PLAN. 4.'-ULTIMATE CONCRETE STRENGTH TO BE 25M P.S.I. @ 29 DAYS. S.-ALL WOOD MEMBER SHALL BE DOUGLAS FIR # I GRADE EXCEPT Y1 I _±�A THAT 2x4 AND 2x6 MEMBER MAYBE # 2 GRADE. 6.-ALL PLATE AND SILLS BEARING ON CONCRETE SHALL RE PRESSURE TREATED DOUGLAS FIR. 7AT SAHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERE ON OR NOT AND TO PROTECT THEW FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION -OF THIS WORK.. 8.-ALL DOORS AND SWINGING WINDOW SHALL BE WEATHER STRIPPED. 9.-ALL METALWINDOWS AND SLIDING GLASS DOORS SHALL SE IN. COMPLIANCE WITH A.N.S.I. STANDARDS A 134-1 OR A 134-2. I0.-PLYWD DIAPHRAM %" CD EXTERIOR PLYWD W110 AND @ 6" O.C. BOUNDARY AND CONT.PANEL EDGES 6" O.C. OTHER EDGES 12'O.C. INTERMEDIATE BLOCKED DIAPHRAM. II. PROVIDE SOLID BLOCKING AT MAX 10'-0". 12.-THIS PLAN MUST BE COMPLY WITH SECURITY ORDINANCE OF THE CITY OF SANTA ANA. 13.-PROVIDE SOLAR TINTED GLASS WINDOW TYPICAL. 14.-ALL PLUMBING FIXTURES SHALL HAVE PERMANENT I APMO IDENTIFICATION. 15.-A MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE 0 PROVIDING 6 AIR CHANGES PER HOUR SHALL BE PROVIDED FOR THE NEW BATH. IS.THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEA ST'5"'FNOW;ANY MECHANICAL VENTILATING INTAKE. 17, Roof diagram nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. 18. Hold-down connector bolts into wood framing require approved plate washers; and hold-downs shall be tightened just prior to covering the wall framing. 19. Foundation anchor bolts in walls shall have an approved plate washer under each nut; and the nuts shall be tightened just prior to covering the wall framing. Plate washers a min. of 2"x 2"x 3/16" thick shall be used on each bolt. WCO 20. Water closet (toilets) shall use no more than I.6 gallons per flush. 4Q 21, Water heater to be brought up to code. Use seismic straps if not provided. 22. Galvanized roof flashing is required (min. 21. gauge). _J tic )IS Cr. 10 23. All plumbing to be in accordance with (CPC) section 413.0 and CPC Table 4-1. :2 RO •12. CML -A OF CA.A. W4A m(,+ef- 4,00i S060 0 Y' ov NIDMIP 24. Pedestrian Protection: When required, pedestrian protection during the course of construction and demolition shall beCA,(eA wwi provided in accordance with all governing building code, and municipalities. It shall be the responsibility of the contractor to determine when said pedestrian protection is required. �4CT4f_A L L AM &AIA L I A FOW ot4 r�AN HAP 0 F, Y, III IVD? 11� 12 W �6, 14OL-0 - CM041 IN ri..Zcrat r I I'Dept 0,o N5 1-- 717-- —7 T" 4;1�1 -A f Ao, t; 1i P A 1,ANNING DIVISIOM 2ovY - S'7 110 4A7 J-� �3v.dsca'pe �Pla"%s ��e_CY �,�ILA N1,42NIG FIN R, FQI NO _ONTACI �,_'UN'TACT'�_IHONE (714),567-2700 A -A,? t4t*&.4t W,47 P ?,i "Tilit tv/ 5 cyu��[ colxr, Fve'lk F fl , 44 & % FA.0 F','k RGUOW Qxt'�7'4 w. Prz-9. Ln LV rA01 C-4 & - TZ4 tAO'VG' lt� � N�00131> +Y Af if eA Ve- NOV 2 3 2004 PROM ON ma facam ",A-Rpp fqrgb A 4 -rH -A P4 UTE7D Fl.� Mi sFA oz. 4L..04u-eD m F- 4 0 H At C<4 cl H H uetu NOV 2 3 204 � I W-M r* PUG P"&� -7jet - C C, '06,21 E 21, 31 Date Scale Drawn Job Sheet 2. Of Sheets wna�socmxmnrw.. rwlnea+sm+�+wn;+.w+mwa+tcauromrv�ix++rfwSms�n'cramrwn.ent. .v'+wMraG*x�roa� .. a!k '� � .. ._.... Ix �06 Af4t) c N16- s OW AND fiA fl ) � I sai 1. l Y ADV o �: 614OK ® fA 6Q W-- A -3o tom. e IPC La ANP ' 4 fsr- ol Av M AV O I F I Al 2. �j201�'� �L�VA"rID14I oc. i"-a' L,!v .0r5 1 4--* 0 i. Sheet of Sheet$ EPC POST CAP 4x POST SEE PLAN in 4x KING POST SEE PLAN BC CAP/BASE WOOD BEAiTi OR HEADER SEE PLAN I 2x SILL 4x POST IN STUD WALL 0 iJ 0 BC40 POST BASE W/ 4 - N10HDG NAILS INTO SILL D D D 130 Doe % io at J, (A�SEC,TION FRAMING -RIGHT SIDE. SCALE 1/4'1= 1 _0 P) NOTE: 1, BUILDING FELT PAPER AT ALL EXTERIOR WEATHER EXPOSED SURFACES. 2, EXTERIOR OPNGS EXPOSED Ta THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 3. Provide weep screed for stucco at the foundation plate line a min. of 4" above the earth or 2" above paved area. 4. Required construction inspection for this job. POST IN STUD WALL PLYWD FLOOR SHT'G OVER FLOOR FRAMING 2x SILL BC40 POST BASE W/ 4 - N10HDG NAILS INTO SILL 3MISS, � ii im WJu t 01 CL Owner: A Revision/issue -7, CARLOS & ROSA CORTEZ 2907 W. CUBBON ST. SANTIA AINA, CA 92704 g 12 2x4 P.T.D.F. SILL wl SD-2 5/8" DIA. x IU' MIN. AN. BOLTS @ 6-9" O.C. U.N.O. 2x4 STUD WALL 114°' TYP. j EMBED BOLTS 7" MIN. Revision Date y USE 2"x2"X3116" PLATE SHEAR PANEL 2... \ WASHERS WHERE OCCURS STEEL W8x24 BEAM 3-1i2" CONC, SLAB OVER SEE PLAN 2" CLEAN SAND STUCCO 3i8 IN. THK WEB EN BLDG. DEFT. srstos v. . r STIFFENERS b' .O 3 A } • .'• Q p xi EACH SIDE o- F.G. v; a TYP. STEEL W8x24 COL. r s s+` .,r` '' ,,G9 -, K�,a-4:•.?<:, F. P. vre " s �a EACH /,\�/f��\� a : jfr tV 3 W8x24 STEEL BEAM ,., sIDE 1 i4" bl i ,� to z r C a $� ....r r ., W8x24 STEEL COLUMN REINFORCING Q z ' WHERE OCCURS a SEE PLAN � • ' TOP OF GRACE BEAM --` 3" CLEAR O" 4" ELEVATION L � � � " LR �y 15 12T L IE T TI r _..__..___..__ _ _.__.__ . _.._ _ .__.___ NEW WOOD POST STEEL COL. OF CENTERLINE OF IN EXIST"G WALL MOMENT FRAME POST & PAD , FOOT'G BELOW r f _ 14 S yf a Y s r 1-1/2" 1-1d2"' EXIST'G . � CONC. SLAB m s F.F. R _ F.G. J g.+Ta 'a.'* b•ab<a,�o s.a.. `�b,:¢,:..a'.:�,}•: . b; X � \ \ \ \ .�....,. � •,�• • {�,� • f�• ,,.,. • '� \'�i\ �\r � � z f N r F gg TYP. .r t— LIJ \��\�\ a a\/\�����/ EXIST'G SLAB EXISTING FOOTING W 8x24 STEEL COL. _ d a ��'\\�� SAWCUT AS &SLAB d a ,T V o � HFIVIJ NEEDED 1�$x s ' re It ao a a .4 a ,¢� w 14 x14 x314 THK BASE m yt�o� I NEW PAD FOOT'G a �, co — t ..,. PLATE w/ 4-314'" Dia. cn °�8 d SEE PLAN FOR r , t PLAN VIEW e s.,...'... ....�..:....,a..,...�dai .t M ANCHOR BOLTS SIZE & REINF G 4 a. w r NEW GRADE >; —°- ti d `so Q e BEAM SEE PLAN A2 EQ. EQ. �� o `., CLR. 3" 1-112" CLR. 2 KE. Aft A "L. BASE PLATE G'A STEEL Co SEE PLAN WINDOW WIDTH A �'° NOT ALL STUDS NOTE: 7 WOOD POST FOR CLARARE ITY DBL TOP PLATS 4x4 LOCKG SEE PLAN C d2 + /�4x HEADER AT STRAPS, TYP. p`31 3-112" CONC. SLAB CB BASE C w OVER 2" CLEAN SAND7 " SAWCUT &REMOVE MST148 STRAP DBL. END F.F. EXISTG SLAB AS NEE ED FCA sw STUDS � � . . a �t WHERE 7� TYP. d 4, R. m ,,+ z iP HERE � «� ' e«. y4 .x . n A' a» �. OCCURS Ct ®�'CWINDOW 9 :..: ,././ •�k / a . 4d �.•��...t p� 4 CO OPENING SILL NAILING SHEAR �,, d ' �, '/,.,'" (n '� FLOOR SHrG PANELS , . ,: d: ' � < EN FLC>OR JOISTs MST148 STRAP TYP. _ . a' . d' EN 3x4 SILL REINFORCING0 : d G. WHERE OCCURS �.,; o BN IfSEE PLAN zW Q 0 < A35 ANC RS LR CLR „ CRIPPLE STUD SILL NALL'G: 16d 8"c.C.� SQ. PAD FOOTING m PLYWOOD �G 12 t�.C. FACE NAIL: 16d @� 8"®.C. ROOFSHELEVATION VIEW W 2x RAFTERS SHEAR WALL U O SEE PLAN FOR SIZE 2- 6d COMM- £Y_ O 2x CONT. A35s t@ 16 O.c, . V .w_ _ __. _ __.____. _ BLOCICG BN 3-1/211 x 11-718"' PARALLAM 1 x STARTER 16d 6"O.c _ " BOARD 2x4 CON 'G FLOOR BEAM � r WOOD POST NOTE: EXISTING ` SEE. PLAN EN EXISTING SHEAR ®AI 2-2x4 STUD WALL PANELING NOT CB BASE BN 2x 6 CEILING JOISTS 16"O.C. IN BN SHOW FOR CLARITY CONC. PATIO SLAB OR 2 - #3 TIES IN TOP � Job N0.: 2K487 U26 HANGERS SIDEWALK, SEE PLAN 6" OF PEDESTAL 11 1 A D AME SIMPSON PHD2 < x Date. 23 NOV 04 1�2 THK PL SHTH G N ILL S HOEDOWN a ; F.F. EXT. FINISH AS ROOF SHEATH G - p2x STUD WALL �� '° .ffi . °... p'•', °4. 4° . ° Scale. NONE SH9t •• 4e.$. ..t . ..:, •y„ a abd, - a a; .e 4 ..a. .} .. lry..•:, .r EXISTING Sheet 518 IN. DIA. ALL -THREAD as ' " $ ' 2x PLATE � ECG. �� 12 S. 'MI.N'. EfQ. • ROD IN 11/16 IN. DIA. x 6 IN. DEEP DRILLED HOLE ` . - - EXIST'G CONC. REINFORCING ° ' ° • �' INTO EXIST'G FOOTING & 4 s. ° a a ' ° a a° SET IN SIMPSON T-- SLAB & FOOTING WHERE OCCURS ' ACRYLIC -TIE ADHESIVE.--~""' SD=l SEE PLAN 4 ; a ` a, ... SPECIAL INSPECTION7 4_7 0 REQUIRED L4SQ. PAD FOOTING OL�t 2 EXISTING PLYWOOD ROOF FRAMING CALIFORNIA FRAMING LSTA24 STRAP AT 48"o.c. ROOF SHT'G Revision Date BN PLYWOOD ALTERNATE: 2x CONT. BLOCK'G 2x RAFTERS PLYWOOD ROOF SHEATHING ROOF SHEATHING PROVIDE 12" MIN. LAP SEE PLAN FOR SIZE 2x RAFTERS. SEE PLAN EN--�► W/ 4 -16d FACE NAILS PLYWDROOF AsSs FOR SIZE & SPACING %' S.W. SAME SHAPE SHEATHING 2x CONT. 16"o.c. BLDG. DEPT. 7/12105 BLOCK'G 2x CONT BN AS BELOW PLATE BN 16d A, BLOCK'G A35 ANCHORS I EN r + I STARTER — 3 _ AT 8"o.c. LTP4 ANCHORS --•- BOARD @ LAP AT 16'o.c. BN e EN ROW OF CONT. EN .- 2x SHAPED BLOCK'G EN LTP4 ANCHORS 2x RAFTERS :'` W CEIUG ,JOISTS OR SHEAR PANEL 2x4 STUD WALL AT 16"o.c. &CEILING J015TS ALL TIES, SEE PLAN WHERE OCCURS EXT. FINISH s SHEAR PANEL 2x4 STUD WALL '< SEE PLAN WHERE OCCURS VAULTED CEILING 4x OR 6x RIDGE BEAM WHERE SW 2x STUD WALL cr SEE PLAN WHERE OCCURS SEE PLAN FOR SIZE OCCURS ROOF SHEAR AT INT.WALLE R COIF T E SHEAR ATE VE � m 2"W x 3-1/2" Hi WOOD CAP tD w/ LAG SCREWS TO BAR h SHEAR WALL 2x4 @ 24" O.C. 1-1/2"x3ff' WHERE OCCURS � 0 c� � - CRICKET FRAMING c W FLAT BAR SEE PLAN o z '� Ill©0 1" SQ SILL NALLNG PLYWOOD SHEATH'G PLYWOOD SHEATH'G CO _jw _31-70 4" CL TUBING SEE PLAN 4x OR 6x DRAG --- —°--� --- cl~ ¢ MAX (,a"i 48 o.c. 4x CONT. BLOCK'G 2 ROWS BN BEAM. SEE PLAN as Ely BN 1 /2" SQ _ ,�' TUBING --� : BN�- _� �- =--- --- is N --- � - —. PLYWOOD A35 TOP �.: _.._ . ._._ : —= - -- -- -- � -- � & BTM ROOF SHEATHING LTS FLOOR 1/2" M. Ow/ -"` 2 ROWS OF CONT. EN 2x RAFTERS. SHT'G 2" SQ WASHERS 2x BL'K'G AT 2x SHAPED BLOCK'G. SEE PLAN FOR SIZE 2x BL'K'G AT FACE NAIL w/ 4-16d COMM & SPACING N _ 4' O°C. 4' O'C' PER BLOCK LTP4 ANCHORS z GWB CEILING 2x JOISTS 2x JOISTS SHEAR PANEL AT 8"o.c. c r� 4x RIM WHERE OCCURS SEE PLAN SEE PLAN WHERE OCCURS" `'2x STUD WALL 3 JOIST SEE PLAN rN• �r GUARDRAIL E VALLEY w/ CRICKET ----OOD CAP wl LAG x 3-1/2" HI WSIMPSON STRAP 4x POST, SEEP SHEAR PANEL r WO '''' SCREWS TO BAR �°` SEE PLAN FOR SIZE. PLYWD FLR SHT'G PLYWOOD SHT' WHERE OCCURS 2x4'S AT 24"O.C. �t e! SLOT FLR SHT'G AS SEE PLAN FLAT 1-1/2 x3/8 NEEDED NEW JOISTS SILL NAILING q 1/2" SO FLAT BAR SEE PLAN FOR SEE PLAN PLYWD ROOF ., TUBING SIZE & SPACING _ ---- EN SHEATH'G CE t W all CD 4" CL _ ` . -- '_- BN FASCIA ' TUBING -�_ . -__ -- ---- . 2x CONT. BLOCK'G �+ C Z 48 o.c. _— . RAFTERS LPT4 A BOARD ,► > MAX -- ¢ EN 24" O.C. Cam. > _._.. - �aC m �-- E.N. 1/2 M. BOLTS wf w --- CONT. SHEAR WALL DOUBLE 2x4 TOP PLATE 0 O co 2" Dia. WASHERS _ -"`- NEW CONT. 4x6 BLK'G B BETW. EXIST'G CEILING SEE PLAN FOR SPLICE F- W M •� --�- -- & NEW FLOOR LEVELS 2x4 STUDS AT Z NAILING OR STRAP 16"O.C., r_-_____ �_ EN 0 C/) Q ``-`" "____ LTP4 ANCHORS SHEAR PANEL Z 0 < � FLUSH AT 16" O.C. WHERE OCCURS B, 1.,,,, Z FLOOR BEAM EN AT SEE PLAN <G� 2x14 i� z PARALLEL TOP PLATE co STRINGER EXIST'G CEILING STAIR TREAD ------ -� � FLOOR JOISTS &WALL FRAM`G SHEAR PANEL BEYOND STUD WALL FRAM G N©T � BEYOND � WHERE OCCURS SHOWN FOR CLARITY a SEE PLAN co STRAP i A f GA G IVV !� C3 W.I.STAIRI L E L Ill., W Q Now" 0 a. o mill w a PHD HOLDQWN SHEAR PANEL SHEAR WALL Sw a 2x BLOCK'G FOR 3 BAYS PLYWOOD SHT' ERE OCCURS WHERE OCCURS 4 o.c.NEW JOISTS o SEE PLAN FLOOR SHEATH'G SEE PLAN FOR SILL NAILING SEE CEILING JOTS SIZE &SPACING SEE PLAN SEE PLAN FOR SIZE 2x4 STUDS AT FLOOR JOISTS EN & SPACING GABLE END EN SEE PLAN BN SHEAR PANEL SILL NAIL'G 2x CONT. BLOCK'G WHERE OCCURS Job No.: ZK48? THREADED ROD AT SEE FLAN Date: 23 NOV 04 PHD COUPLED TO IBN EN 16d COMM NAILS NELSON STUD AT 2x BLK'G {cry .c @ 8"o.c. Scale: NONE 24"o. EN AT SOLE PLATE STEEL BEAM EN NEW CANT. 4x6 BLK"G CONT. SHEAR WALL OF GABLE WALL ENTIRE LENGTH &NEW FLOOR LEVELS VE SEN AT TOP PLATE Sheet OF STEEL BEAM $ 11 OF WALL BELOW 2x CONT. FILLER EXISrG EN GWB CEILING & EN CEILING NEW 4x CONT. BLK'G WALL COVERING SHEAR PANEL 3x PLATE RIPPED TO WIDTH io�aTs OF STEEL BEAM WITH 5/8 IN. LTP4 c@ 16" o.c. WHERE OCCURS STEEL BEAM w/ ----�----- EN AT SEE PLAN Dia. NELSON STUDS 24"o.c. 2x BLK'G a@ 24"o.c. 5/8" Dia. NELSON STAGGERED AND CTRSUNK FOR 3 BAYS TOP PLATE 2x4 STUD WALL STUDS 0 4'o.c. EXIST'G WALL SHEAR PANEL FRAM'G WHERE OCCURS JL SEE PLAN STEEL BEAM AT WOOD FRAMG 12 SHEAR BLOCKG AT FLOOR TRANSFER AT CEILING 1 Planning & Building Agency Permits & Plan Check Section ENERGY CON$APVATION 20 Civic Center Pla; PILANt P.O. :. anta CA t ! tti STATEMENT t tcsc 71 Project .+ Plan Check • PrOject i • • 2�101 OTHERTHIS FORM IS TO BE CO Y A QUALIFIED ENERGY CONSULTANT Nf=RB I have reviewed the calculation0tore California Code of Regulatilos* Title 24, Parts I and 6; *nd the Flriore stringent standards mandat#d by Asseftbiy Bill 970 With an effectivO date of June 1 2001. 1 0 Understand + -# as representative enforceme nt agency,The City, •Santa-AnaBuilding. Division. •Print Name: C;ompany Name: • + No.: Company 's+r } MANDATORY ASU S-CC IST: S EN'TIAL (Page I aft) MF-IR 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 only. DESCRIPTION DESIGNER. ENFORCEMENT Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. §I50(b): Loose fill insulation manufacturer's labeled fit -Value. * § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls (does not apply to exterior walls). * § 150(d): Minimum R-13 raised floor insulation in framed floors, § 150(l) : Slab edge insulation - water absorption rate no greater than 0.301o, water vapor transmission rate no eater than 2.0 erm/inch. §1 IS: insulation specified or installed meets insulation quality standards. Indicate type4Ad form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Conmis 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U.Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrationszaulked and sealed. §I50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § I50(o. Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. 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 allowed. Space Conditioning,, Water Heating and Plumbing System Measures- § 110-§ 113: HVAC equipment, water beaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § I50(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ § 150(i): 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 feat of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tmks, or other indirect hot water tanks have R-12 extcmai insulation or R-16 combined internalleztawl insulation. 4, All buried or exposed piping insulated in recircubAag sections of hot water systems. 5. Cooling system piping Wow 55* F insulated, 6. Piping insulated betweeb Using source and indirect hot writer tank. Compliance Forms August 2001 A-5 • . LAIIE C41111irRUILLE W021ZZAU1 rrtwrrrrr+� ge 1 of 3) CF-IR lit e Building Permit # uocumentatson Aut. or Telephone Plan Check / Date Field Check I Date Compliance. Method (Package or Computer) Climate Zone rluorcement y se n y GENERAL INFORMATION Total Conditioned Floor Area ��ilz Average Ceiling Height: rF:) , ft Conditioned Slab Floor Area 1" d?1_> ft1 Building Type:_ Single Family Addition (check tine or more) Multi -Family �_ Existing -Plus -Addition Front Orientation: 't,-O_ North au East / West / All Orientations (input < a tentation in degrees from Taste North and circle one) Number of Stories {� Number of Dwelling Units: Floor Construction Type: F.;teor.&cle one or both) RADIANI RiEIt frequimd' »ao 2 4, 8-15 Required for this submittal Y, yes �no BUILDINq ENVELOPE INWLATL QN° Component Type Frame Type wd = wood stl = steel Cavity Insul%litia R-V" thing Insulation R-Value Total R- Value' Assembly U-Factorl Location/Comments (attic, garage, typical, etc.) Wall Wall t AiJ( t Roof Roof Floor Floor Slab Edge v, sr�aw s ,svc 4vsss uaii�c r otai m-v Nine aria ASsenlDl U-t-actor are not M Uired fore WO/?d-fry ed wall that meets cavi R-vale insulation reauirements for the Prescrintive Package FENESTRA,UON [[y�♦ * Ta \r1�AtTth , 1�4ltrint+ Fenestration #iT e/Pos. Orien- tation Area Fenestration U-Factor Fenestration SHGC Exterior Shading Att. Overhangs/ Fitts Front Front Left Left t d Rear (. r 1 Rear ti r 4-2- Right Right sk"li lti skylight Compliance Forms. August 2001 A-2 CERTIFICATE OF COMPLIANCE-. RES4DFNT1AL (Page 3 o0) CF-1R Project Title Date It !C_QNAIANCE STATEMENT This cenillcate of compliance lists the building features an&Verformance specifications needed to comply with Tift 24, Fits 1 and 6 of t1re California ,tE~pcle� f Regulatsons,,atld the admizxi5,trative regulations to implement digm. This certificate has been signed,lrty, t1le.individual witli €cvexall design responsibility. -:When this certificate of complia>tt�_is submitted for a sitzgle building plan to, be built; in multiple orientatiorts, any shading feature that is varied is indicated in the eiaUeatures/lZemarks section. The undersigned recognize that compliance using duct sealing -and TXVs requires fivraller testing and certification and field vrerificatiet, by an approved HERS rater. Designer or Owner. (per Business andPnWiessions Code) Documentation Author Name: Name:t-�t.l�'{-��-- Title/Finn: ` Tit%lFirrtt: c'..��be�.�, �l�i�t,'-�''�- �AM Address: Address:i:.t$t ales Telephone: Telepho= ' Lic. #: i (signature) (date) its (signature) ( ) Enforcement Agency Name: Title: 1 i Agency: 4V2 DD&..) A;E14 �L-` ;Q b Telephone: -7(. -- — laQ at.) (signature ea Compliance Forms August 2001 A-4 LR7TIFICA,TE OF COMPLIANC]9a S N' . L (Page-2 cif 3) C&M t t,.:., Project Title Date ... ' H`6rAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load.:, . Distribution' Heating Equipment Minimum Type and Iluct or He Type (furnace, heat Efficiency Location Piping Thermostat Configurm of , Pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value TyRe (split or Cooling Equipment Minimum Duct Heat Pump, Type (air conditioner, Efficiency Location- Duct Thermostat Configuration:_ beat pump, eve . cooling)(SEER) (attic, etc.) TYPe, (split orackaae) jR-(Vy1alue 3 n SEALED DUCTS and TXVs (or Alternatfye Measilees) Sealed Ducts (Ali climate zones) (Installer testing and certification and HERS rater field verification required) D TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 3 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating WATER. HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank `beater Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Type Type in System or Btulhr) (gallons) Efficient Loss %o R-Value I. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and beat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list. Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add -extra, sheets if necessary). Pack C and D: TXVs, Sealed Ducts,Radiant Barriers (see installation requirements for radiant barriers in 9action 8.13 of the 2001kesidential Manual). Package C: thermal mass (thermal mass type, covering, thickncsIAW description), Compliance Forms August 200i A-3 MANTDAT0 Y MEASURES CHECKLIST: RESIDEN®tTIA.L (Page 2 of 2) -IR 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 cftpliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit docurnmg.the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measilA 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) * §I50(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 6w, 6oit, and standard 6-3; ducts insulated to amininium:inswied level of R-42 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B. If mastic or tape is used to seal openings greater than 114 itach, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and thou 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 cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board or flexible duct shall not be t"0 for conveying conditioned air. Building cavities and support platfomrs may contain ducts. Ducts ins4W))A %V its and support s platforms shall not be compressed to cause reductions in the cross-sectionil.a of , 3. Joints and seams of duct systems ;rid their components shall not be sealed withcloth,**� Volie ' 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 We either automatic or readily wAv.4W, manually operated dampers. 6. Protection of Insulation. insulation shalt be protected from damage, including that due to sunlo�, moisture, equipment maintenance, and wind but not limited to the following: Insulation expolio to weather shall be suitable for outdoor servicc e.g., protected by aluminum, sheet metal, painted * wvas, or plastic cover. troltular foam insulation shall be protected as above or painted with a coatingtiiaht is water retardant and grovides shielding from solar radiation that can cause degradation of the maieri ; § 114: Pool and Spa Heating Systems and Equipment ° 1. System is certified with 780/* thermal efficiency, on -off switch, weatherproof 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 spas. 3. Pool system has directional inlets and a circulation pump time switch. § I t S: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot,light. (Ex tion: Non -electrical cookine a 'fta „ rt< 150Btuthr) §i 18 (i): Coot Roof material meet specified criteria Lighting Measures: § 150(k) l.: Luminaires for general lighting in kitchens shalt have lamps with an efficacy of40 lumenstwatt ✓ or greater for general lighting in kitchens. This general lighting shalt be controlled by a switch on a readily accessible lip htina control panel at an entrance to the kitchen. Rooms bathtub have least one luminaire with lamps with an § 154(k)2.: with a shower or must either at efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in § I50(k)2.; and incandescent recessed ceiling fixtures are 1C (insulation cover) approved. a 0 I REVISIONS I BY Date Scale Drawn Job Sheet At Sheets s� x xa wiar�ci lira t+ata. tee traaiiara,