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Home My WebLink About10148686.pdf. VICINITY MAP NO SC r ,� r f • I s�,i = 'fliv — I ®./+lair GENEML NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.G. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 2341-13-1 C.B.C. 6. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. LIGHT AND' VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 16 C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR'VENTI,LATON. PLUMBING NOTES 7. ALL PLUMBING WALLS TO BE 2" x 6" 8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11, NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE 11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 6 AIR CHANGES PER HOUR. 13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE 7WO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK). 14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS MAXIMUM PER FLUSH. 16. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND DISHWASHER, ETC.. ELECTRIC NOTES 17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 18. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 126 volt SINGLE PHASE, 16 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES 20. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 22. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 26% I 40% RESPECTIVELY. BORED HOLES IN BEARINGINONBEARING WALLS SHALL NOT EXCEED 409/o/60% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 6/8" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 23. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER. (2320.11.6) 24. USE SIMPSON ST 6224 TO TIE4N TO EXISTING TOP PLATES. 1 to i e S.1 a iR3 - 6' Issue sa ti+,{id 4 vv: WH uti`3 �. dn ANALYSIS i1L■ ESl'S AREA EXISTING S.F.R. EXISTING A.4 , 6 #ra FIRSTNEW FLOOR PROPOSED ROOM ADDITION NEW SECOND !!" PROPOSED '7m\'OOM ADDITION LOT SIZE % LOT COVERAGE 924 S.F. 318S.F. 248 S.F. 700 S.F. 1,490 S.F. 5,535 S.F. 27 % 0S .0 19 � �4 Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grave, Ca 92841 JORGEF Owner: GONZALEZ Ph i Descriptionof t!f Room Addition First Floor: i + Relocate `!'t Bdrm # 2 to ,install New Stairs Extend Existing Second Floor: i! r !.. # R • !.: . e !. Bathroom New Family Room, ! New Comp. • Y Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 A.P.N. 398-392-09 Ph # 714 / 337 - 5932 Room Addition First Floor: (248 Sq. Ft.) Bdrm # 2 to Lnstall New Stai Extend Existing Bdrm # 3 •& New Patio Second Floor: (700 Sq. Ft) Bdrm # 2 Relocated, w/ Bathroom # 2 New Family Rool 1st. R.L. 1st. R.L. 2nd. R.L. 2nd. T.O.P. 2nd. W.L. 1st. T.O.P. ASPHALT SHINGLE TO MATCH (E) S.F.R. 12 6 4" WOOD TRIM AROUND -----WW WINDOWS TO MATCH (E) S.F.R. WOOD SIDING TO 1-1 L MATCH (E) S.F.R. rHfal MOD DOLE ------ ...... ------ ----- --------- -- ---------- --- - --- --------- ------ ------ ------ ------ ------------- --- ------ --- --- ------ EIEEIE, EILI - IE EILIDE11 SOUTH ELEVATION SC='y4w*= I '-W' 4" WOOD TRIM AROUND NEW WINDOWS TO MATCH (E) WOOD SIDING TO MATCH (E) S.F.R. ASPHALT SHINGLE TO MATCH (E) S.F.R. 00 F.L. CV) C14 C*4 J - - - F.G. G. NORTH ELEVATION SC- Y4 1.0" 12 6 W x 1 8"ATTI 2nd, T.O.P. 2nd, W.L. as C6 1 8; 0 1st. T.O.P. ❑ 1st W.L. 0-21M Fl. (D 00 F.G. (E) R.L. ASPHALT SHINGLE TO MATCH (E) S.F.R. 1st. R.L. (E) R.L. 12 2nd. T.O.P. 2nd. W.L. co (D 1st. T.O.P. 1st. W.L. DE] BD HHF-1 bo zo 00 F.L. — - — - ----------------------- - ---------- RG. CD 2nd. T.O.P, ❑2nd. W.L. V— 00 r C:> CO CD i St. T.O.P. 00 co CO co CY) F-G. I 1st. W.L. F.L. EAST ELEVATION SC= 1/4"— 1 w-O" ASPHALT SHINGLE TO MATCH (E) S.F.R. 12 --14 4 14" A VENTILATION 14"X ATTIC VENTILATION W x 18"ATTIC ------ ------ VENTILATION ------ - --- ----- 4'WOOD _TRIM AROUND NEW WINDOWS T6-hVT-dI4-(tjSJF. k. E Ell] L I DED] -i WOOD SIDING TO MATCH (E) S.F.R. --- -------- ------ 11111111DEui 11-11EE — — — — — --- — — — — — — -- -1, — — . — . — WEST ELEVATION SC= 1/4**' 2nd. R.L. N 120101MMUM 4 A V Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 7141470-9162 Garden Grove, Ca 92841 Tn C C4 Owner: JORGE GONZALEZ Ph # 714 / 337 - 5932 • a 0 Room Addition First Floor: (248 Sq. Ft.) Relocate Existing Bdrm # 2 to install New Stairs, Extend Existing Bdrm # 3 & New Patio Second Floor: (700 Bdrm # 2 Relocated, w/ Bathroom # 2, New Family Room, and New Comp. Rm. AG REMOVE M! U-) 5 241-61' 151 _0#1 1 9'-611 EXISTING FOUNDATION III 1111liq 1111111I 111462TANE6111HITUNROW ASPHALT SHINGLE TO MATCH (E) S.F.R. 2" x 8" RD. BD 2"x 6" R.R. @ 16" o/c (TYP) 12 4 12 -1 4 2" x 6" C.J. @ 24" o/c w/ R-30 INSUL (TYP) 24" tdllN C.J. LAP W/ (5) 16d EACH 2" x 4" STUDS @ 16" o/c w/ R-13 INSUL (TYP) 3/4" T&G PLYWOOD Sc 2" x 10" F.J. @ 16" o/evv/ R-30 INSUL (TYP) EXISTING WALL xl M 75 > x F.J. @16"o/cw/R-19INSUL (TYP) NEW CONT, FOOrG 11=11 SEECTION A SIC= %11 1'-on STRUCTURAL NOTES CONCRETE 1- ALL CONCRETE UNLESS CTHERVYISE NOTED ED SHALL BE REGULAR WEIGHT HARD RUCK TYPE (150`CJJ FTIAGREGATEIS SHALL BE NATUR.At_ SANG AN17 ROCK G4fvFOP.MING TO ASTM 0 33WITH PROVEN SHANK AGE CHARACTEPISITCS OF LESS THAN 0.05 2 - READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ARI 301 3- CEMENT FOR ALL CONCRETE. SHALL. BE PORTLAND CEMENT TYPE V OR BLOW ALKALL CONFORMING TQASTM Q-1 50 4.- MINIMUM, COMPRESSIVE STRENGTH T OF CONCRETE AT AGE OF 28 DAYS FOP FOOTINGS 2,500 PS� SLAB OR GRACE 2,500 PS SIDEWALKS 2:000 PS, 5; MAXIMUM SLUMP SHALL HOT EXCEED 4' 6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR .A MINIMUM OF 5 DAYS AFTER PI.ACENIENT. ALTERNATIVE tIETCDS WILL EE APPROVED IF SATISFACTORY PERFORMANCE CAN BE AZISORED, ALL REINFORCING STEEL ANCHOR BOLTS, DOVVELLS AND OTHER INSE P75 SHALL BE SECURELY FASTENED 114 THE FORMS BEFORE CONCRETE IS POUPEL. ADEQUATE CLEANCUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION 6- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN P ORTLAN DCEMENT ASSOCIATION SPECfR CATIONS * T-26, 9-EXPOSED CORNERS OFCOLUMNS, BEAIII-','eiALLS,EIC,SHALL BEFORt,4EDWITH °/." CHAMFERS UNLESS DETAILED OTHERWISE iG - CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT 4.111) ENGINEER OF RECORD, PRIOR To STARTING THE WORK- 11,- NO WATER SHALL BE ADDED TO CONCRETEW11 H TEMPERATURE IN EXCESS OF 95 -F, 12 -WIPF, IALSH LAP (END &SIDE) SHALLSE ONE FULL MESH -2 eQMQQ I - PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN PD)M'OQO ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 2 - EACH SHEET SHALL HAVE A MINIMUM AREA, OF 8 SO FT. wi T! A MINIMUM DIMENSION OF 2 FEET. 3: SEE FRAMING PLAN FOR DIAPHRAGM NAJUNG SHEDULE, NAUNG SHALL BE INSPECTED AND APPROVED BEFORE COVERING FOUNDATION NOTES 1- FOUNDATION HAS SEEN DESIGNED ASSUMING MINFAUN, ALLO11OA81P DOIL BEARING PRESSURE PER2001 UNIFORM BUILDING CODE SHALL SEAS FOLLOWS. CONTI, UOLTI FOOTING 1,000 P S.F. It ISOLATED FOOTING 1.001) P.S.F. 2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOFT - OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE 3.- ALL FOOTING SHALL BE CENTERED ON PLAZTEPANDtOR INALL AND COLUMN UNLESS ;THER"YSE NOTED. 4; FINISH FLOOR(F.F) EXCAVATION SHALL RE As NOTED ON GRACING PLANS C- THE CONTRACTOR SHALL BE SOLELY RE'SPCINSISLE FOR ALL - EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. S- ALL FOOTINGS SHALL BE FORMER TO MEET SIZES INDICATED ON DRAWINGS, DETAILS ANDIORSHEDULES. 7 - ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U, No ) 8 - ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVFDANIOPELOCATED_ F, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE OOTING (THE PRESSURE ZONE, EXTENDING BEL.CfV1 THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH, CONCRETE CAST -IN - PLACE AT THE FOUNDATION POUR 10, FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING SUBSURFACE COND:TIONS LUMBER 1- ALL LUMBER SHALL BE GRACE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 28 (2001 C 8 C) 2- RAFTER, BEAMS, PURUNS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED 31 GRACE JOIST, PURL114S 2"TO 4',VIDE, 6 8 DEEPER NO BEAMS, PUPLINS OVER 4"WOE N 0 SUEPI)PLINS 2'TO 4'WIDE. 6 Z DEEPER No LEDGERS STUDS 2'LL 4* OR 3'x 4' STUDS STUDS 2x No.1 POSTS S"x 65: AN r LARGER No 1 &LLS, PLATES AND SLOCIqNG No. 2 4, SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48, OF GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 6rJDFAMErER Y, 10' LONG 13OLTS AT 40' ON CENTER 12' MINIMUM FROM ENDS ORTWO BOLTS MINIMUM PER PIECE, INI.Ej5 OTHERWISE NOTED, 5- STUD WALLS ABUTING A CONCRETE OR MASONRY IWALL, SHALL BE BOLTED To THE WAL-LVVITF. 5VANCHOR BOLTSAT 24" 010. 6_ ALL NON BEARIN G STUD WALLS, SHALL BE 2" X STUDS AT 16' OrCIOIITH 518' GYP BOARD EACH SIDE UNLESS OTHERWISE NOTED 7, ALL STUD WALLS SHALL HAVE FULL HEIGHT VX 6' DIAGONAL LEFT -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES. 8- COMMON NAILS SHALL BE USED. 9, FIRE BLOCKING 2'x I 1/1 4 THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS, 10, JOISTS SHALL BE SNLOCVEO AT SUPPORTS AND BRIDGED OR BLOCKED, AT INTERVALS OF 8'WHERE JOISTS ARE 2'x 11' OR DEEPER. 11 - MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEADING PARTITION SHALLSE' 2::114:'@ 16 '01C HP TO 14'-D" 9- x 6.' (erg 16, OtC LIP TO 20'-9 2, x EP@ 16" O/C UP TO 26*-0' 12, PROVIDE DOUBLE jOiSTS UN DER PARALLEL GEARING PARTITION WALLS. G. BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132 AND A MAXIMUM 1116" LARGER THAN THE BOLT DAMETER. REINFORCING STEEL is REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS As FOLLOWS FOOTING, SLAB ON GRADE, MASONRY AND BENT DONNELLS, TIES 0 3 BAR AND SMALLER ASTI,'. A, 615 GRADE ,10 04 EAR ANDILARUER AS TIA A- 615 GRADE 60 2- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A -SOS AND FENDING IT4 ACCORDANCE WITH ACI-31&95 3-MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED 1OWEATHEPOR EARTH 11 EXPOSED 701WFATHER I 1/i EXPOSED TO EARTH 21 PILASTER, BEAM & COLUMN TIES I %" FORMED FOO HFIFj GAIN 13 WALL EN POSED TO EARTH 2" UNIFORMED FOOTING ANOVVALL EXPOSED TO EARTH SLAB ON GRADE 4. SPLICE IN CONCRETE MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER 5: WELDED VVIRE FABRIC; SHALL CONFORM TOASTM A-185 AND 1-82 6: ALL. DETAILING OF REINFORCING SHALL CONFORM TO THE PEOUIREMEXTS OF ACT 310- 95 7.-ALL REINFORCING STEEL, DOWEL - S, AN CHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PLACE PRIOR TO PLACING ANY CONCRETE OR SROU T. 6.- AL; REINFORCING STEEL SHALL CONFORM -0 THE REQUIREMENTS OF ASTMA-615 GRADE 60 9-.ALL REINFORCING BAR BENDS SHALL 81 MADE COLO. 10- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, POST, MILL SCALE = OR ANY OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO 60N6 10 THE MORTAR 11, REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL. NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR 'WITHOUT THE WRITTEN APPPOVALOF THE ENGINEER OF RECORD 12,413- REINFORCING STEEL SHALL HE PROVIDED AT ALL 'OUR 30INTS ON THE DRAWINGS, WHERE LAP AND109 SPLICE LOCATIONS ARE NOT SPECIFICALLY INIOICATED, PROVIDE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL EE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION 13- PLACING ACING TOLERANCES AND PAR SUPPORTS SHALL CONFORM TO THE MANuAt OF S fANIDARU PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI, 14,- CLEARANCE BETWEEN PARALLEL SAPS,N A LAYER SHALL NOT BE LESS THAN !"NOP ' BAR DIANOR Ix MAX AGPAGATE SIZE BARS IN SECOND LAYER SHALLBE DIRECTLY ABOVE BARS IN FIRST LXI'ER, MIN DISTANCE BETWEEN LAYERS 1'. 2" x Studs wl 2' x Blocking Provide Returns @ each end miter corners 21'x 6" (S4S) wood Rail wl eased edges Counter Sink & Plug @ bolls % ' Dia x r Lag Saks @ 48" a/c AT 12 x 4' F.H. Screws @ 24" a/c 2 x 3 (S4S) Cant Spacer Exterior Finish (0 4' x Blocking wl A-34 Both Sides �,?j Top & 13.tt.. @ 4W W. 31 APPROVED METAL 9" min. HANGERS-SIMPSON U HANGER 7 7 PLYWOOD SUBFLOOR 1" NOISING 8" max. 1" %NOISIG UBLE CJOIST OR 5HEADER �14 D (Z -Ab C-0 M' (M M 2 x 12 STRINGERS (MIN 3) (:32 3/4' PLYWOOD TREADS & RISERS ji 91, min. 7 77 11'" NOISI G_ 2" x 12' STRINGERS 8" max. \1 2" x 4" THRUST PLATE ANCHORED w/ REDHEAD SHOT PINS @ 24" O/C W/ 2" DIAM. WASHERS {SEE EXT WALL (: 3 ANCHOR NOTES ON FOUNDATION PLAN) 33/4" PLYWOOD TREADS & RISERS (MIN W) SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING ALL01,14AELE -EXTERIOR INTERIOR SILLNAIUNG@ MARK I WALL TYPE SHEAR VIIALIS WALLS UPPER SIC IRIES 7/0'STUCCO OVER PARER BACKED LAT W113 GA STAPLES Q 6" OiC (aTOP & B07TOhl PLATES, EDGE OF SHEAR VSAILL AND ON FIELD (jC80 REPORT No 1IT23,FEB, I972)0R(IHCBCT 190PLF 5,9@55'a�,' I ed @ 8'01C I No. 12I1S,PEB,i973)0P(ICBONo. 1254,FEB 1972)NOTE 4AND 9BELOW 318'PLYWID SRUCTII OR STD SHTG VATH 3d 1NA1LS@6"O1C@ EDGES & 12'Ofi0 FIELD 250 PLF 5F3 @ M' = M @ 38' DID 16d @ 6' CXc YABLE 23-11-1- 1 UR C .) NOTE 1,910 & I I BELOW 11* P11 11II OR I IHTI `AIT1, 9' �INIIS;g EDGES & 12' Or- FIELD 350 PLF 5J8 (9 213' Oc 55t8 @ 28'OIC 16d @ 4" CYC TABLE 23-11_'-I U.B.C.TH I FIT 318, PLYVVE,FSRU2T11ISToSH7VATH9dNAIL;@4 YC@ EDGES& ITOICFIELD 380 PLF W @ 26'O/C 5/8 @ 26'OiC 16d @ 4'UC .(TABLE 2?II3O NOTE I39.10&11BELC� /I 2\ NAIL5 G a EDGES & 12' 01C FIELD 318'PLYVVD F SRUCT 11 OSTD SHTO VAT'L� 490 PLF 5!8 @ 20' CSC 5,(8 @ 10' -= 1 Bd@ 3 08d (TABLE 23-11-1_ 1 U.B.C.) NOTE 1, 3, 5. 6, &11 BELOW I V2' OIC 13 M' PLY',&D I SRUCT 11 OR STD SHTG VOTH 8d NAILS @ 2' OiC @ EDGES & 12' OIC FIELD 610 PLF &IS @ 16. OIC 510 @ 16. vc 16d@ 1.UE 2'd111,1- 1 11,11*11 NOTE 1, 3,1,11, 9, 11 & 11 BELO11 I12'$TRT_CTIPLYVVO WTH WdNAILS@ @ 2'OfC EDGES& i�,0;CFIELD 870 PLF BA @ 16' UC 3A @ 16' OiC N/A OVER 3XSTUDS(TAELE2S-II-IA U,ELC}NOTE 1, 3 2, 8, a 10 &,EELD.N NOTES: 1-ALL EDGES OF PLYWOOD SHC/1RVA_LSMUST BE BLOCKED VJITH2,, SOLID SLOCNIAG FORINALLSTYPES9 & 10,,AND 3 , SGUD BLOCKING FOR W.A_LSTYPES 11, 12, 13 & 14 2, WHERE SHEAR WALL SHEATING IS TO BE APPLE) TO BOTH SIDES IF WALL DOUBLE THE NURSER OF BOLTS (LE, HALF THE OX SPACING) 3, USE 3 x PRESSURE T R SATED DOUGLAS FIR SILL PLATES.AT FCQNDATI 0, VFIRST FLOOR ONLY 4: PAPER BACKED SELF FURRING EXPANDED META. LATH ICED APPROVAL 5. GRAMI NO Al ADJOINING PANEL EDGES SHALL BE a INCH NOMINAL OR WI DER & NAILS SHALL BE STAGGERED 6- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF AWALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING rIEMFER' S OR FRAMING SHALL BE9- INCHES NOMINAL OR T1 IF' 1,ER & NAILS ON EACH SIDE SHP�I L 8 E STAGGERED 7 -A-1 ' CONTINUOUS EXTERIOR FOOTING-10 HAVE 5,S' X ILFA 848 . @ 'GfC UNLESS OTHERWISE NOTED ON PLANS 3, ALL INTERIOR REARING AND NON BEARING FOOTINGS TO HAVE 71322'SHOT, PINS C� 32 OC 9, RESPECTIVELY_ RESPECTIVE� LE. OZARK*HHS? C80 REPORT 1280, ',DAY 1937 9 - USE 2 Ir, x2 V2",, 3116'PLA7E WASHERS 10 -USE USE COX 0C OR STD SFFTG IN UEU OF SPUCT If PLYWOOD, ALL PLYVY000 SHALL BE DOUGLAS FIR. OTHER SPECIES MAY PEOUIRE CHANGES 11, AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICED * 1372 MIN EMBED 7 1 Q' 12 - USE DOUBLE FLOOR. j GISTS BELOWAL L PARALLEL SHEARVIALLS U.O.N. 13,- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARTWALLS A10 DOOR-E FLOOR JOISTS AT EACH END OF THE SHEIRWNLL 14 - ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW 15 -ALL HOLDOWNS ON UPPER LEVELMUST BE CONNECTED TO APOST EFLCYNPFR HULDOWN SCHEDULE TO THE LOWER UNH, OR TO THE FOUNDATION, I ,�P� `Q S V Marco A. Ahurnada 11111 Barclay Dr. Apt. 1 Phone 7141470-9162 Garden Grove, Ca • A.P.N. 398-392-09 Owner: JORGE GONZALEZ t"b # 714 / 337 - 5932 Description of Job: Room Addition First Floor: (248 Sq. Ft.) Relocate Existing Bdrm # 2 to install New Stairs, Extend Existing Bdrm # 3 & New Patio Second Floor: (700 Sq. Ft) Bdrm # 2 Relocated, w/ Bathroom # 2, New Family Room. Sheet: M M M I M I - I :1411 lii iff J]CiTfilll 11 111 a1w SC= % IV = 16-0 1* ( 1) - oi q7 �� ( I ) (: 5 qn-1 q BUILT CRIPPLE WALL SC= %"= 11-0" 1/2" CDX, 24/o INDEX PLYWOOD W1 8d COMMON NAILS @ W EN/BN . 8d @ 10" o/c FIELD. PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALTH SHINGLE CLASS 'B' OR BETTER TO MATCH (E) S.F.R. W1 #IS FELT UNDERLAYMENT ROOF VALLEY FLASHING HAS TO BE GALAVNIZED SHEET METAL (28 GAUGE min) ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHEATING % - T&G PLYWOOD W1 10d @ 6"o/c EN/BN & 10d @ IW'olc FIELD (P.I.=32/16) ATTIC VENT. CALVS 700S.F.1150=4.66Sq. Ft. xl44=672Sq. In. REQUIRED I.- ATTIC VENT 14" x 18" = 252 x 4 = 1,008 Sq. In. PROVIDED TOTAL VENTILATION PROVIDED 1,008 Sq. In. NOTE' OPENINGS SHALL HAVE Y4" CORROSION RESISTANT METAL MESH COVERING EXISTING FLOOR VENTILATION PROVIDED, NOT ANY EXTENSION ON FIRST FLOOR REQUIRE NEW VENTILATION FRAMING NOTES FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION FRAMING- GENERAL 1. USE SIMPSON U- HANGERS ON ALL JOIST/ BEAM/BEAM CONNECTIONS UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "BC" OR "BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC, SHALL BE SIMPSON "STRONG TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. FRAMING -WALL 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS). 2'x 4" @ 16" o/c (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 2" x 4" @ 16" o/c (NON -BEARING WALL) SHALL HAVE A MAXIMUM OF 14 FEET, 2" x 6" @ 16" o/c (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2" x 6" @ 16" o/c (NON -BEARING WALL.) MAXIMUM HEIGHT IS 20 FEET. 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE A BALLON FRAMED, DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING, SHEATING SHALL HAVE ALL EDGES BLOCKED & THE APPROPIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALLS STUDS SHALL BE PER U.B.C. (2320.11.9&10) NOTCHING MAXIMUM: 25 % OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON BEARING WALLS BORING MAXIMUM: 40 % OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON BEARING WALLS NOTE: A MIN %' CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED 5. DOUBLE 2x TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6. WALL BRACING SHALL BE PROVIDED PER U.B.C. (2320.5.1) PROVIDE 1 x 6 LET -IN BRACING (@ APPROX 45 DEGREES) EVERY 26 IN ALL STUD WALL NOT SHEATED, BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. I Joist to sill or girder, toe nail 3-8d 2 Bridging to joist, toe nail each end 2-8d 3 1'k 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d 4 Wider than I " x 6'(25 mm x 152 mm) subfloor to each joist, face nail 3-8d 5 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6 Sole plate to joist or blocking, typical face nail 16d @ 16" c/o Sole plate to joist or blocking, at braced wall panels 3-16d per 16" — 7 To plate to stud, end nail 2-16d a Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL 9 Double studs, face nail 16d @ otc 101 Doubled top plates, typical face nail 11 6d @ 16" o/o Doubled to plates, lap splice 8-16d I 11131ocking between joists or rafters to to plate, toenail 3-8d Rim joist to top platetoenail 8d @ 6" o1c Top pl es, laps and intersections, face nail 2-16d L12 Continuous header, two pieces 16d @ 16" o/c along each edge Ceiling joists to platetoenail 3-8d Continuous header to stud, toenail 4-8d 17 Ceiling joists, laps over partitions, face nail 3-16d 18 Ceiling joists to parallel rafters, face nail 3-16d 19 Rafters to plate, toenail 3-8d 20 1" (25 mm) brace to each stud and plate, face nail 12-8d 21, 1" x 8" (25 mm x 203 mm) sheating or less to each bearing, face nail 2-8d 22 Wider than 1 " x 6" (25 mm x 152 mm) sheating to each bearing, face ni 3-8d 23 Built-up corner studs 16d 2 24" o/c 24 Built-up girder and beams 20d @ 32" o/c top and bottom and staggered 2-20d @ ends and @ each splice 1 2512" Planks 2-16d @ EACH BEARING Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 R -.4 A.P.N. 398-392-09 JORGE GONZALEZ Ph # 714 / 337 - 5932 MOM Room Addition First Floor: (248 Relocate Existing Bdrm # 2 to install New Stairs, Extend Existing Bdrm # 3 & New Patio Second Floor: (700 Sq. Ft) Bdrm # 2 Relocated, w/ Bathroom # 2, New Family Room. CALIF. FRAMED ROOF B.N. PHD or HD PER PLAN & SIMPSON CATALOG 2 x STUDWALL w/ SHEATING AS (E)2 x RIDGE BDw/ 16d @8"a/c 2 x Rafter "California" Framed 4 x 4 POST MIN. w/ E. N. /REQUIRED PER PLANS (E) 2 x R.R. HEAD OFF & CALIF BOTH SIDE Plywood sheating per plan SILL PLATE FRAMED TO NEW ROOF DOUBLE STUD OR 4 x POST f REFER TO DETAIL 1 /EXISTING FOOTING 2 x PLATE w/ SILL NAILING PER STRAP PER SHEAR WALL SCHEDULE WALL FINISH PER PLAN >< DRILL HOLES Y16" LARGER 18" min PLAN E.N --FLOOR SHTG THAN BOLT DIAM. ILL PLATE OVER 2 x FLOOR THREADED ROD w/ EPDXY I.C.B.O. # JOISTS VARIES E.N. 4945 CITY OF L.A. R.R. @ 25185 w/ &N S.N., B.N. SPECIAL INSPECTION USE (ET 22) I U.N.O. E.N. NOTCH JOISTS & SLOPE USE EQUIVALENT PHD PER PLAN @ DECKS 6- E.N. \ '(E) 2 x R.R. I _ I, Tti BALCONIES E.N. 2 x Cont. "Shaped" w/ 16d @ 6" o/c HDA or (BOLT DIA EDGE iEMBEDMENT ALLOWABLE TENSIBLE LOAD Note: For Raised DOUBLE FLOOR JOISTS, BEAM 2 x R.R. w/ A-35 @ 24"01c i / ( \2x BLK'G@48"a/c 2 x Blocking PHD (in) (M) (in) (in) CONCRETE COMPRESSION Floor, use Longer OR RIM JOIST AT CANTILEVER SIMPSON A-35 @ 16- o/c OR 2 x E.N. 2000 (ET_22�_ Bolts to extend w/ "LUS" HANGER TO LOIST ON SHEAR BLOCKING w/ 16d @ 6- o/c AS 2 x BLWG HD2A i )/8 Existing Rafters @ 48- otc 2 x STUDWALL wl SHTG PER 1 V4 12 2775 above Floor EA SIDE OF POST ABOVE REQUIRED SEE PLANS HD5A i % Sheating - - - - - - - - - - - - - - - - - - 12 4010 PLAN & S.W. SCHEDULE HD6,aA 7/8 NOTE: In Lieu of 2 x Blocking nail 2 x Shaped wl 2-16d ea Rafter 15 5100,7460 13/4 REQUIRED PER PLANS 7 2 x STUDWALL w/ SHEATING AS 25 19 USE SIMPSON SET EPDXY I.C.B.O. # ER 5279 or RR # 25279 2 X RIDGE BOARD 4 -Y4" DIAM IY4" HFS OR SDS SCREWS 4 x or 6 x POST wl SIMP HOLDOWN 2 x END STUD WHERE OCCURS SEE SCHEOUI F STRAP PER PLAN --(E) PLYWD SHTG ST 2115 @ 49'ale B.N. E.N. FLOOR SHTG E.N.IN LIEU OF 2" x 4" TIES EXST'G 2 x STUDS @ 16" o/c USE 3 x 11 // PLYWD ROOF SHTG PER PLAN STUDS @ PANEL EDGES PER S.W.EAM BEYOND w/ HUC HANGER SCHEDULE (E) F.J.FJ/----BM PER PLAN G 2"x4` TIES @48"old 4 x POST PER PLAN WHERE OCCURS DBL BL "HARDY PANEL" SEE PLAN FOR L MODEL No. X X 4i R.R. PER PLAN SIMP A -35 or LTP4 @ 16" o/c \\ 3-16d(TYP) SCREW HARDY PANEL TO 4- x POST 377 (E) FTG WHERE OCCURS w/ 4 -X" DIAM x 3"HFS 7" min.', WDIAM or 19" DIAM HOLDOWN or SDS SCREWS (TYP) ++ + +;+ + + ANCHORS PER SCHED---- --- (E) 2 x PT DF SILL PL wl EPDXY BOLTS (SEE PLAN FOR SPACING) EMBED 4 x POST PER PLAN 7" LC.B.O. # ER 4945 w/ SPECIAL I 1IF71 INSPECTION LA R.R #25279 TOP OF CONG. SLAB OR CURB (E) 2- 2x TOP PLAT E (2) # 4 DOWELS @ 24" o/c w TS 22 EACH FACE OF BEAM < 6" EPDXY GROUT I.C.B.O. # ER 24" i 4945 w SPECIAL INSPECTION k 4 x OR 6 x HDR wl SIMP TS22 @ BOTH SIDE to A 4 ry 15" x 24" GRADE BM wl # 5 CONT BAR @ TOP 0 u3/2 I & BOTTOM wl # 3 TIES @ 12"o/c 2 x or 2- 2 x JAMBS 3/ aX 7 4 \-A-Yy-Wj- 26 zu 14 1111 2 !3"clr! 16, POST @ PLYWOOD SHEAR PANEL WHERE C.J./ TIE PER PLAN w/4- 16d TO OCCURS w/ E.N. R.R. & R-30 INSUL V-13" x LEDGER w/ 2-16d @ EA STUD Existing Slab New Slab HANDRAIL OR GUARDRAIL reis ROOF SHTG Plywood Sheating * No special inspection I 2x BLK`G w/1 6d @ 9'o/c----_ I / 1" x 6" Starter Board (Shiplap) quired for epoxy in this x 1 Y2" x 16 GA TO LEDGER (TYP) PER PLAN 2-16dea7x4" aplication 5"x 3"XV16" SIL PL @ BOT E.N. TUBE ON TOP & BOTT ' w/ 4-Y4" DIAM x 5" LONG LAG SIMP. TS9@48o/c 2" x 4" Flat lookout @ 32" o1c Notch into BOLTS First Rafter Y2" x 16 1 1 36" x I GA # 4 Rebar Dowels @ I OtC POST -0, 0 max X Drill le" mii i diam hole fill w/ epoxy 3 grout & insert dowell alternate; use I 1 2 x BLK`G Exisrg New Raised Floor S.N. E.N. 2 x R.R. PER PLAN Y2" redheads & thrd'd rod E.N.I E.N.Rebar Dowells same size ;Y4 2 X BLK`G @ 48" o/c 2" x 5Q! 2- 2" x 4" DbI Top Plate 6" 2�4' min E. N @ EACH BLOCK + 3" y 1.01 1, & spacing as footings BEAM PER PLAN +El+ TYP 16" 4" Cont. Elilocking w/ 16d - - ---- Drill Slant holes X6" over dia of bar, 11 IY2 + 2 x STUDS @ 16"o1c 2 x BlkV@'4V'Ada,0F*t30b9/0nIy -- I Y4 r CONT. SHEARPANEL fill wi epoxy grout" 5.1 A- w/ BLK`G & PLWD E.N. WALL FINISH PER PLAN *PROVIDE PICKETS w/ SHEARWALL ONLY ...... max. 4" CLR IN BETWEEN 2" x BLK`G w/ SIMPSON 2" x 4" Studs @ 16" o/c wl R - 13 Insul —2 A.B.'s 2 x BLWG @ 48- o/c / 11, - 2 x C.J. 70 EACH SIDE 27 ------ ------ ------ ----------- 2 x LEDGER w/ 16d @ 8" POSTS 2 x RIM JOIST 21 15 STAGGERED 9 2 X BLWG @ 48" o/c 2 x F.J. wl SIMPSON U HANGER TO RIM FLOOR SHEATING 12 2!-0" 1/41' SEE SCHEDULE SCREW HARDY PANEL TO HOR. wl DIAM. x 41a"HFS or SDS SCREWS 7 4 Roofing material o/ 15# Felt & SEE SHEDULE FOR Na. REQD Y2" 4 x BEAM w/ E.P.C. ------ C.D.X., 24/0 Plywood 2 x STUDS @ 16"o1c WALL FINISH PER PLAN I Od @ 6" o/c STAGGERED 10d @ 3" o/c WHERE OCCURS --- ------- - 2" x Roof Rafters per plan A.B. PER PLAN x S.W. SCHEDULE 4- 16d 2 x BLICG w/16d @ 8" c/o TO --SIP 1P. E.P.C. LEDGER TYP + + - 2 x PT DF SILL -410 x Y4` SCREWS E.N. + + 2" x Ceiling Joists per plan w/ SCREED SIMP ST 6224 w/ 10 SIMP. TS9 @ 48" o/c 2 x LEDGER w/ 3-16d @ EA STUD R -30 Insul. TO FRAME (OR WELDED BY M.F.R) & B.N REINF PER PLAN 14-16d TO HEADER (TYP) A - 35 @ 16"o1c (Aft) STUCCO WEEP SCR SCREW HARDY PANEL TO KING STUD 2" x Blocking wl 3-16d per block & 2 x BLK`G @ STRAP OCCURS w/4 -Y4-DIAM . IY,' HFS or SOS SCREWS (TYP) 5- 16d @ Rafter Tie F.G. or N.G. "HARDY FRAME" SEE PLAN ROOFSH7G 6" min. E�N. PER PLAN FOR MODEL No. Y2" Drywall Int. wall Ceiling LAB THKNESS PER PLAN 2- 2" x4" Double Top Plate tt 11� SIMP CS16 x 19 1- WALL FINISH PER PLAN /Z1 7I (E) 2- 2x TOP PL. I =77I Insul (Exterior) 2 x FILL R PL �16d @ 8- o1c -9 S I E I 1 2" SAND BED 2"x 4" Studs @ 16" o/c w/ R-13 ILI 4 x POST 6 mm VISQUEEN 2 x STUDS @ 16" o/c F- I-- 3"cIr. 00 Exterior Finish F= 2 x R. R. PER PLAN # 4 TOP & BOTT 22 28 16 12j, min (I ST10Y) # 4 DOWEL @ 24" o/c IF COULD JOINT IS USED 4 X POST PER PLAN CONT. SHEARPANEL 151 min (2 STdRY) ID EMBED A.B. A min OF 4" INTO I ST POUR 4 w/ BLK!G AND E.N. @ PLWD cli Co SHEARWALL ONLY (E) 2 x SILL 2 x BLWG @ 48" o/c 1ST BAY ONLY &N) (E) PLYWD SHTG B.N. POST PER PLAN ', \ E.N.� VHk-.N. L WEEP SCREED @ STUCCO FIN,\ 2 x STUDWALL w/ SHT'G PER PLAN & S.W. SCHEDULE I A.B. PER PLAN (E) F.J. SIMPSON ST 6236 w/ 12-16d @ EA END OR 2 x R.R. wl A-36 @ 24" o/c -MST 48 w/ 17-16d @ EA END ST 2115 n.! @ 48" o/c F.G. 6- mi< E.N. # 4 RE6AR T & B I I S.N.FLOOR SHTG 'AT EXIS7G FTGS USE 2 x BLWG @ 48" o/c m E.N. B.N. RED -HEADS TO MATCH DOUBLE 2 x -I i i=d i i i=-1 1 1 1=1 11-11 1=1 1 BM PER P -AN (E) BLWG BLOCKING 6" min( 1 STORY) SILL BOLTING I.C.B.O. 8" min (2 STORY) # 1372 min EMBED 2 3/�" BEAM PER PLA + USE WEDGE ANCHORS 12" min (1'STOky) +\ I N E.N. �'� FHEDI ffZff 18" min (2 STORY) 2 x F.Ts. w/ U- HANGER 2 x F.J. -rF--f RL-31 11, 18- min. (E) 2 x STUD WALL F 2- 2x TOP PL. POST PER PLAN / 3 cir 29 A2 ? 1 3 +17 5 12 min {l STO2xC.J.w/A-35@24.'Olc 2 x STUDWALL w/ SHTG PER PLAN 115" min (2STO11_R ) & S.W. SCHEDULE ,)) Ila BEAM AS OCCURS 2 X BLK'G wl A-35 @ 24" o/c 4 x POST PER PLAN wl SIMP BCO 2 x STUDWALL w/ SHEATING AS (3) 16d B.W\ 2 - 2x TOP PLATE 4 x SOLID BLWG w/ SIMP A-35 /REQUIRED PER PLANS - — — — — — — — — — - BOTH SID @ E ACH END 2 x STUDWALL w/ SHTG PER PLAN & S.W. SCHEDULE SIMPSON S'7 6236 (E) 2 x SILL PL2 x PLATE w/ SILL NAILING PER SIMPTS9@48'O/C 2 x 6 a 16" o/c w/ (3) 16d SHEAR WALL SCHEDULE EACH END ----.FLOOR SHT`G 2 x LEDGER wl (3) 16d @ 16" o/c EACH (E) FLOOR SHTG+ E.N. @ EACH BLOCK E. N. OVER 2 x FLOOR CENTER LINE OF STUD JOISTS S.N.FLOOR SHTG 4 x HEADER w/ (2) SIMPSON A-35 AT EACH END IT T-I E.N.,;z SIMPSON EPIC z B.N. 4 x or 6 x POST w/ SIMP PC & PBS 18" min. 2 x F.J. PER PLAN 2-2 x KING STUD AT EACH END OF OPENING wl B.N. BEAM PER PLAN E.N.(2) SIMPSON A-35 @ TOP & BOTTOM 6' min. (E) 2'x F.J. PER PLAN E.N. + + (2) 16d 12" SQ. min, PEDESTAL Y2PLYWOOD wl 8d @ 6" a/c B.N. & 2 x BLK`G @ 48" o/c E. N. AND 12" o/c F.N. B. 2 x F.J's. SHEAR BLOCKING w/ 16d @ 6" o/c AS 2-2 x PLATE w/ (2) SIMPSON min COLUMN PER PLAN 12 # 4 BAR SEE PLAN 2 x BLWG @ 49'O/C (2) 16d -4-L i IF T, REQUIRED SEE PLANS A-35 AT EACH END + 3" m 30 n 2 x STUDWALL w/ SHEATING AS E o1c SQUIRED PER PLANS 2 X LEDGER w/ (3) 16d @ 16 2 X 6 @ 16" o/c 24 SEE PLAN 1 1 18 12 6 EACH CENTERLINE OF STUD w/ (3) 16d EACH END Marco A. Ahurnada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 F-11112 Z, Ph # 714 / 337 - 5932 Room Addition First Floor: (248 Sq. Ft.) Relocate Existing Bdrm # 2 to install New Stairs, Extend Existing Bdrm # 3 & New Patio Second Floor: (700 Sq. Ft) Bdrm # 2 Relocated, w/ Bathroom # 2, New Family Room. Sheet: CERTIFICATE OF, CONIPLUNCE.- RESIDENTUXL pre jest U, e j_ �Ape _ Vc-6 14 /4-to , ql�2� Damn ion Author f&&INe" e Fe Compkanae mefBod (?-aCjMge;Cir computex) cdluzne Zone )age 1 of 3) CF-IR nF At P. --tuldi4g P# Rm ched, z Date Fmid Qwk,� ama GENER-XL INEORNUTION T�Aal Conditioned Flt", r Area :�j 06 ff"' Averkse Ceiling Reight ft "31ab, FloQr zluva ft� single.-Fam-il'y V'11_ 1414klQmi (Cherk wif- ar 140fe) MWAI-Famiiv Ffoar orietlta!�kn- arib 5cm th � EA o i 11est I" Al! Onevtattm- s - '-,-w -MeN� M a. -pee, z . T. nmd, ante mp", N7,11-mbef of Stalks N-unit, ckf D-wer ng. Ui�7 Floor Cbn%frwnm�a Type: (':.tile me imbadl) R�kDTANT BARRIER Rerpiiredfn this BUILDING ENVELOPE INSU.-TLAMON con1porbeat Type Fraine Type Wd ,Sr-od cmlity 1-nunlation Sheathing ImIlIntion, R-V,-**We Pn,,�11 R - -val�je A"nr Ubly -rgetze, Lo c a t iv ai - C o a m i ea t�!, WAL Q Roof lzX(P. R R,w,f — Floor 716. D"or Slab Edge 'Fox prey znviye compliance. Tota'h-INIrge mid AmelpWy U-17agtol de. aw requaged thaluig-ev, g �J.-, F--ria inalotto nn--murtments kr the Pxescfi Pn;-k-4-ze- FENESTRATION Fene�--fiatinn orien- tation Ares Fene-,trafi.on U-Facmf Fevvvrwaot SHGC Exte£icr Ovethangs-� Fim F�,-jnt A6 i F1:01A Lefi 4-LL �, +b weft -vt F',-,ar 5 CS U At C3. '3 VC igT )(40 e, I Cz )< 2,e"/- ?- t 10 * Cent-tphan,ce FoTnis August 2001 A-2 CERTIFICATE OF CONIPLI-ANCE: RES1DF--NT1.XL TW 2 of 3) —C.'FJR br 0 'D vrjj� 64 OLI 6�5, Pfo-ject Title Date HV-kC SYSTEMS 9 yVems, f.acept De Helkag Load, Distsibution He�atmg EquV^,mefa TXIU-iuulm Type ard Duct ar FunV Type fa-wz;7,, heat Efficiency Lor-afion- pip�ing TheanoMat Cpmfigutatior, pu=p, ewA (AZUE a HSU) (dna-1. aw- Et- R-1731ne Tvne VJ PA—J�t- 11-1 P& Heat: Pump Tyw (xr Eff-knenty Lm.ntkn- Du&. fi!,m SEA -LED ICU CTSanal TXVs LorAlt ernative Measures,4 Sepled Ducts -Ca2 �k=m zme:,', ,hltx� t�!Zfmg mi ow�cltirn- =a FEERS mer fmli v*nfin6m, ieqw4d� rezfing-'a"I" cane ano- and HERS Ftaww fi4ld v fim- xquixd�� ,!w cell n-m-p- im car aid HERS Raer m fidiver reqm0 OR Z<-ureriative, xn S-ealed D=M and 777M, (gee Pickage C at D Altte=tive hwlzage Featuftsi for Prqect Chlua;,,e Zon-6 Chmnje.'Z:one Wi dow SH.GC WinAovv U-Factlar SEER Heafing 68 c .46 NAVATER HEAMG SY',STENIS plated, Tagil--actol� Or Tmak W Itef Hea ux Dntritnition !"Zilmber input CaVocl�,r Flew ery standby, Inmwatic-In Tive Talpe, EffvdMEY Loss (%I R7)Alpje '6mth _- a� rI e'! Firman Fa lrzp g:n a,,,XA gewsex h eate,.m klm avw Ulgeate dun 755X-03 IL't Rau . I%'w"Izecuken E F1nr,-v,t1--,bn:--vVS Package C; thermat uxas5 yl tp,-r 'a Lks-V 4A-V I T RA UtAX O"A t T4 AIJ C-W 1:, 0--5 6 Q � ics S Conipliance Fcxms Augus 2001 A-3 MA"ATORY MEASURES CHECKLIST: RESUDENTLkL tpap t 6f --) MF-IR tniflA sm-bJen to fln: r M"in dvne f nrnnwr-, r, fthe COMPUMce mwzaaOtt ISM- B'se-m-mrif ed -%-i6 am asten,* ff) mzr b*,S;=eT nnmresv ",g-ea- cmem, 1-�Iwe Y*Timmeam Listed af C�� Imber- d= is imm & pa= ax=m=s� &P hwz*s wted shallllbe -,or.W&--, --`�y W ruzz*s as minhMm r=WL--ut V&edw the� #�3Sf Wb-� ti in. dg W m INS cherwast 'higtw�: Check a inkie applkablet-oxes. v6en co or enter N4A Iml appkable- DESCRIPTWN DESIGNER OM -EIN-F BuDding Euvelope MMPoev. §150W F.-eraM. LwaLatior- � U-F I Cox in MeW fn� will-. r--1 Wt to W-T- lb 9 S- X, M --X'- -WAW*S&.?Pd =,-W.g7vaer tin g "maj ftm, e 1. Dom Gamt CmIffirdgai: m, d i3UTv!= cinekvdoz, RvAn'-�,iws M& nymm's ww1hen 110 hs, of Fkg4bm, Dscor.=,,� Gn App�i� mdEnin Log., 1, -N ma pxnry-h-al &refaxes,�Wa. a..;,..�k £A? MaK a pnidm OLnde mr =ke wtb-inVe z.xA- co=ol Spit" (andkkning,, Water Hpafing and Plumbing System Mesrmres; WAC-z#�ar c�k Y,- AM 55 4, AU buied ar#YpzA p p ke in, in 7,-tVjj,1t4- S.-Cbari 5, Qd4 pTdq, -jebw 55� F kmlWd, ComO� Fearms Augm 2001 A-5 CERTIFICATE OF CO- INIPLUNCTE: RE,,;-JDENTT-4LL (Pagt, 3 of 3) CF-1R 9M CONIPLUNNCE STATEINIEN'T TIM cemfie-ate of coniphance lism, -die btUlding feitt"s and pef fornumce spvc1ficitiam, needed carxapl., Witi'l Tide 2-1,Pan-, I and .4 of Iie Cahfi-4ma Cock-, of Rcguladons�and the, athmnistm, tive regulatiall's to Implevielif I 'ais , cerrifir- ite has been signed by the, fly Celt& e c& compliance is sit omitted for a suigle building &-m to be built in inWtiple orientations- amysh ading -, f y eature that is pwied it mdicatfed m the Special Feallres"Itetwulu section. The undersigaed recognize tit comphance "nul-g- &V,:,;ea1mgand TXV-s iecluires. installef testing. end ceruf and field verification by mt ipWmed HERJS� rater. Designer or Owner: (per Bin.invu md Pf ofessieili-- C04e) Doettmentatiun Amthor 6 V-01 kL Ot, Name: 6 - _d A PC C3 W 0 6* P Tilde, -�aAzr-Ta- 4Z--� i�A XC klill 43AV-�� CA (!:,"tse% qp" 1'�/ 5'31 c5 � 52- T�ae T. 410 ilo— y/ Enforcement Agvncy .4ame., r1fle-- A4"U-17- Tekpbzmer Cornpliance Fovyis Augur 2.001 A-4 IN ATORY MEASURES CHECKLIST.r RESIDENTLAL �,Tage z,,f:* MF-.IR n Zfic - Lw rend entnl, ; �j ect re tbc M = C cm M M d a" S n, In a M� I e n-, nk @ ff nle a S s a f th e C,-,W I a fqffruacb L De= mu'led W&aaameua be sl6penedp+dby, more 5tim,-Fw, c=46aack reqpin� listad em flat! Cffh&30- of C-m-ph mce. Men :ths cle C k aft k inarg'WaTed Milo dilie perm-k- ewammxm- ts7 'rhe ke=-- saato--d sh AU- be c m, ddy Al pofies z s aja..lJ.ha.�£ wnwoueut petfanaumu'L* speafi"tbms; Lzy ffie manja-'My'ame ww�::er amy, a:e im �&-Xlmeut ImstiWbIUME Ched, ur illitial ap�altde boxet, When completed ar enter NA if nact apphzaLxle. DES; DESIG NER ' T Spave Ciandidming, Wat-er Hear* ani Plumhiug Syztew X-jeasures; (Comqfiumelp '11M(* DM ami-r= 19' r MIKAirl-i' 1U5 Ift-ota - a tfpt msd w. S4-1 z arfre td-AU,ux be 'W'Que duo 444i Usedinalahm, msm w� & "r �,t!k M-- d. v'Mwbn& Amn, W, dua t* MUN4 ft aa&ff urvk�� pwmvv; �y &Etm= &a zm� pin� zwm� w;bgkcmw, AW-1-a tam U�Mraduwailzl tMum-a-!k�:of da Ewmad. pm'i a Wwqn- fk ftmam, PoA L vW. en, "- -wrn w MX id A4t IV e '1119,4 VFAIPd kft CM]. Awf wom"'Jan'L Z t a ham 4QPbm-,w-'W-,,M 011 or V��twft rnm-z" h um I it 'Ths, g Lin b�; ruArn "by a -aftch ar,�. nsaffly mcis �xiE �� - zwawl 22LI at = a= me w2a�himItim, ?Rww- � wtl+ a Zkowm at, Mhz6b mv Z�a- st, "e hxwwak- +Intd�, klw-; wrhar. err" m-Fse'd C41114 uelr- C,om, pliance, Form, s Augu,k 2-1001 Ak-6 I Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 R -z- Ph #5932 9 mm Room Addition First Floor: (248 Sq. Ft.) Relocate Existing Bdrm # 2 to install New Stairs, Extend Existing Bdrm # 3 & New Patio Second Floor: (700 Sq. Ft) .rdrm # 2 Relocated, w/ Bathroom # 2, New Family Room. Sheet: T�24