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HomeMy WebLinkAbout10141090.pdftwo% 0 /WF *> 10, je ADDITION TOM ■ E R S C 1716 S. PARTON S ■ SANTA ANA CA 92707 - 50' - SHEETINDEX AppROVED i 1 1 t PLANNING DMSTON v , A-1 TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA .- A- 2 FLOOR PLAN & ROOF PLAN mASTER I I .@ A- 3 ELEVATIONS, SECTIONS & DETAILS �L. �-'zoncl.1 i N 0 S- 1 EXIST'G & NEW FOUDATION PLAN ® ®; t 1 1 - ROOF FAMING PLAN S2 �, � DISM ACT � w ! SD-1 STRUCTURAL DETAILS c , Q ,. 1 v t EN-1 TITLE 24 ENERGY FORMS i � 1 1 1 � 1 1 S ,. _ \ m PROJECT TEAM i 1 REQUIRED DESIGNER: 124 REPORT PREPARED BY: v `E)4AL 1 GARAGE (E} 29'-0" SETBACK i J&R INTERNATIONAL INC. ADVANCED TTME 24 i 2M W. BROADWAY AVE., E 301 12350 N. HARBOR BLVD., - ioNE to � TO, ANAHEIK CA. 92804 SUITE 235 JOSE L, JUSZTNfIAI�TO F;UU,ERTON, CA 92835 SUBIECT _ ' 1 �5 I {714) 49Cr2737 joseL,ustiniano@sbc0obaLnet 714.525.9824 Room�c— — — — — — — — — — — — — — — — — — — — — t i t24@pacbell.net xi = t A.& 'I AM � El I / I f z / I I PROJECT INF INFORMATION O N O —I ull I I I I CHEN / I I o -I t'. I — ------ 1 Y I I I B ADDRESS: SS.i JO D `ter 1 (N) MASTER I i 1716 S. PARTON ST. \ C� we I - `W _ .. I BEDROOM ( 1 I 0 I 7 SANTA ANA CA 92 07 0 o (N) 20 -0 SETBACK E.; BEDROOM ( `.` - o I I I SIZE INFORMATION: WjTT I _+ \ / sD 0 �'t•y a• •AALLL\ t.` I / b/ r / I 1 V U N NON SPRINKI.ERED CON-STR CTION TYPE _ ZONING R-1 _____________ T / _ - NUMBER NUM E .ONE SITE AREA 5,829 ft. . sq. (E) HOUSE AREA (INCLUDE GARAGE) .1,375 sq. ft. E I IOUSE AREA EXCLUDE GARAGE - 975 s ft. I (EHE N (N) ADDITION - 485 sq. ft. (E) DINING ROOM / / \ I / / \ I = 4 \ ...� .; / / I (E)EDROOM I VD� I j OWNER E $41 .;SETBACK = / �` \y E �,� i t SETBACK MR. & MRS. ALFONSO HERRER A / 1716 S. PARTON ST. (ERD / ))_ I SANTA ANA CA 92707 O / BEDR OM- SD I w=F / / / \ I i LEGAL DESCRIPTION / / / 5 i \ :- .: ; ::; , / 1 SD E) I i BED OM PARCEL No. 150414 -- - - -- / ..No. .LOT / E LIVING () ROOM E LIVING _o O ROOM \ I . 3 7 OF TRACT MAP No 4 1 I'. / -I. I a \ I -' Z I CITY OF W ETSMINSTER COUNTY OF ORANGE . I i I 7 - - - - - ------------- I GENERAL NOTES: --- `�----------� IF �' ------ - -i- - - - - - - - - - - GENERAL LEGEND rs 4 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO EXIST'G 2x4 WOOD STUDS'}}' Icy DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. ATTE I WALL TO REMAIN DENOTE MATERIAL TO BE REMOVED t ... a't^,ti• .a t, yt� x �s' w� �i as3 x t '•.r'd �A � '. �Y '� �� pro VD {.# :r W 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION. � .:�9 'a*en.�°3 i .. ' a tiG��3 py ��+` �� IC a x'. - „� �e y,•,a*:d".:,« C? " y _ 3. ALL WORK TO CONFORM TO THE FOLLOWING: 3" > . u . BUILDING CODE - CBC 2001 PLUMBING CODE CPC 2001 -., MECHANICAL CODE CMC 2001 ;. ' " d t ,p' ELECTRICAL CODE - CEC 2000 `�"� ti ' e . { 4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O. SO V11PARTON 5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC. ST d , 6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. DEMOLITION PLAN S P MINIM > — 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD DRYWALL.TYP. SCALE: 1/4 "=1'=0" SCALE: 1 /8"=1'=0" REVISION 1 INO. I DATE I Shay maa�n is • .-0 V 1 0 e z w. Q N x ar x x s - V) �UCIA ,zc-zlv%D SEZ003 IL City ot Santa Ana d H z 0 0-4 . � p N Z vl\ E� U o H W \p E"{ i-i o� o d O w Ix W o r� o IN �r--q z Q � r--q�� � a V C/) w LL� 1- F w 2 V) O KNOT IX-M. 09/15/03 DO NOT SCALE THE DRAWING 24'-11 Y2" kREVISION NO. DATE 1 04-01-03 485 sq. ft./150 = 3.2 sq. ft. ATTIC VENTILATION AREA REQUIRED 6.4 sq. ft. ATTIC VENTILATION AREA PROVIDED THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. COMPLIANCE BY CBC 2001 SECTION 1505.3 (VENTILATION) ATTIC VENTS SHALL NOT EXCEED 144 SQUARE INCHES AND SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENING OF 1/4 INCH. 10'-11" 14'-0,211 7'-0y2„ 7,_0Y2„ 3'-0" 5'-5" 2'-6" (N) 3'- ' KT-0" (N) 3'- "x2'-0" (N) 4Lffx4f-OffSLIDIN VINYL SLIDIN VINYL SLIDING VIWIlVDOW W OW W/ D 1/8" OW W/ DU 1/8" W/ DUAL 1/8' TEMPERED GLASS NEAR TEMP RED TEMP RED,-- -------- — — _ --------------- —� GLASS CLEAR GLASS i --r �r O I \� �' I Oa w� � ! i \\ i I W� to CD{ yzW yy µ yy/ a, �1p 1 pp — — L A3 ------I------------ I I 24-4 6 5 -0 5 5 -0 511 i 2 i N iWALK-IN CLOSET "� { I (BEMASTER { I I � I BEDROOM I 1 I (N) CONCRETE I j I I a LANDING W/ 1/4" PER FOOT SLOPE MAX. j 2'-6" \ T-6" ( j SD \ i If I SEC. 1004.9 UBC I '-4"x6'-8" = 1 i ( I c> I 3'-0"i BOOR y 1 2'-4"x6'-8" DOOR IL {{ (N) 2'-8"x6'-$" y ~— 4' 1 2'-6'x6'-s"Y' ,\ ------ ---- ------- —:—, DOOR 10-6„ (M DOOR I (E) 1 I �' I CHEN I I SD (E)/ �' BEDROOM i I i 6 6 I I (E)tj �i l Ti 6 i - - - - - - - - - - - - - - - - - - 7, (E) FLOOR �' FURNACE i \ I TO REMAIN i' Y'' i � I i (E) DINING i ROOM i SD E ( ) BED Q) OM i (E) LIVING I I ROOM ------*------------- —f------------------------------------� \\L ---------------- GENERAL LEGEND KEY NOTES EXIST'G 2x4 WOOD STUDS WALL TO REMAIN 1111111111111111111111111111111111 NEW2x4WOODSTUEJ WALLS NEW 2x6 WOOD STUDS WALLS ELEC. OUTLET @ + 15"AFF TYP. U.N.O. WALL SWITCH LIGHT EXHAUST VENT. (E) EXISTING 0 22"00" ATTIC ACCESS. (N) NEW a PROVIDE CERAMIC TILES OVER CEMENT PLASTER OVER WONDER BRD. EQUAL TO 70" ABOVE DRAIN AT 3 WALLS OF SHOWER TUB. GLASS SLIDING DOOR AND PANELS MUST BE LABELED CATEGORY II. 30 LOW FLUSH.1.6 GALLON TOILET FIXTURE. ® NEW WALL FURNACE EXIST'G SMOKE SD (E) DETECTOR W/ BATTERY BACKUP IN EXIST'G HOUSE. PROVIDE HARDWIRED SD SMOKE DETECTOR W/ BATTERY BACKUP IN NEW ADDITION. ROOF PLAN ° FLOORP LA°r,--1 m SCALE: 1 /4"=1'=0" �_SCALE: 1 /4"=1'=O" 4 . 11 m; aQ�ak A s���isis�p+i ,zMuia�aina ;gig ��► > �z `#R MEER C. M aP e d' ,rE ZZ g 0 M-1 p Cj N Q U Q � W�H � W w rr Q O � W 0�// o� N Z o z w w a _ F w w u=i o DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY:J&R Intl, Inc. DATE 09/15/03 SCALE AS NOTED JOB NO 03-130 FILE NAM E: A--2 DRAWING OF SHEETS PLOT DATE: 09/15/03 DO NOT SCALE THE DRAWING REVISION NO. I DATE NEW COMP. SHINGLE ROOF (CLASS B MIN.) OVER 2 LAYERS 15# FELT SEE STRUCT. DWGS. TO MATCH EXISTING. 2x8 ROOF RAFTER @ 16 O.C., PER STRUCT. DWGS. 12 r4 41 5/8" GYB. BRD. 2x4 STUDS @ 16" O.C. 2x6 RAFTER TIE @ 48 O.C. 2x8 CLG. J. @ 16 O.C., PER STRUCT. DWGS. W/ R30 INSUIAUON PLYWOOD GYPSUM BOARD EXTERIOR SIDING PER PLAN VAPOR BARRIER ty2' x 5Y2' NET CORNER 545 4 PRIME VERIFY ORIENTATION W/ARCHITECT 2X STUD WALL R 13 BATr INSULATION NEW WOOD SIDING TOMATCH EXISTG SCALE SECTION 1/4t1=1v-o11 2 GYPSUM BOARD PLYWOOD EXTERIOR 51DING OVER TWO LAYERS OF 15* FELT (TYPICAL) NEW 24 GA. G.I. METAL FLASHING LINE OF CONCRETE: SLAB IF APPLIES LINE OF FINISH GRADE CONCRETE SLAB SCALE SCAL 1 EXTERIOR SIDING CORNER 6 FLASHING @ SILL 4- ----3 N.T.S. N.T.S. EXTERIOR SIDING TO BE INSTALLED PER MFR RECOMMENDATION 1 1/4" MIN. OVERLAP 2x ROOF RAFTER s fro O.C, PER 5TRUCT. DWGS. ROOF 5HEAT'G12, 3/4 EXTERIOR SIDING SEE STRUCT. DWGS. 4 COMP. SHINGLE ROOF (CLASS 6 MIN.) OVER 2X WALL 2 LAYERS 15# FELT PLYWOOD NAIL/SCREW L 2x FASCIA 1w W/ 11-08 2x C. J. -a I&* O.C., PER COUNTER SINK 111ro OVERHANG STRUCT- DWGS. W/R-30 GATT INSULATION RONDO FILL 4 5AND SIDING INSTALLATION SCALE7 EAVE DETAIL SCALE4 N.T.S. N.T.S. BLOCKING ,/—GYPSUM BOARD VAPOR BARRIER 11/2' x 1 1/2" NET 545 4 PRIME 2X STUD WALL PLYWOOD LINE OF EXTERIOR SIDING PER PLAN EXISTG HOUSE NEW ADDITION NEW COMP. SHINGLE ROOF (CLASS B MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXISTG 12 41 .................... NEW WOOD SIDING TO MATCH EXISTG I.. ... ...... NEW WINDOW TO MATCH E)USTG NORTH ELEVATION NEW ADDITION EXISTG HOUSE NEW COMP. SHINGLE ROOF (CLASS B MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'G ST ELEVATION EXISTG HOUSE SCALE SCALE SCALE NOT USED it it -Ott SIDING CORNER It I EXTERIOR ELEVATIONS 11-11-011 1 gTa IAA Rai W140 "fflO a "IM � g MUM i 19-10U I 14 Imp - ON 10 <Z op U o -4 M I'j C:) N Z 01\ 0 U ,� aH o�� z U) w 0 z ON dM- Z 00 0 0 Cn C u m *--4 u Z o • Z o 0 tii > w it w z U) 0 DRAWN BY: J&R Intl., Inc. CHECKED By: J&R Int"I, Inc. DESIGNED BY: J&R Int"I, Inc. DATE 09/15/03 SCALE AS NOTED JOB N 0 03-130 FILE NAME: A-3 DRAWING OF SHEETS PLOT DAM. 09/15/03 DO NOT SCALE THE DRAWING I REVISION NO. DATE 9r AM �q��3R'np ffi Srm.i2: z i� �r�xi�;xr • iAp 8 EA €�RifIS�� e Siyasa3� HIN {a� �� M ::z ssn ►� M zR ,xg3a ( ) o Nt MIN I� ml ��naEb NN d g Q V) z a Cj N a w w o � Q m 0 w w .© d- C\00 � a U N M d' Fri w � � P Mai W W UI O DRAWN BY: J&R Intl, Inc. CHECKED BY: AR Int'I, Inc. DESIGNED BY: J&R Int'I, Inc. DATE 09/15/03 SCALE AS NOTED JOB NO 03-130 FILE NAM E: S 1 DRAWING OF SHEETS PLOT DATE: 09/15/03 DO NOT SCALE THE DRAWING REVISION NO. DATE { 1997 U.B.0 ; SEISMIC ZONE 4 ) FRAMING MEMBERS DOUGLAS FIR -LARCH A� VERTICAL: AT 16" O.0 A3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........260 PLF I 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23—II-1-1 UBC) .........350 PLF A3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........490 PLF A3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........640 PLF L 5 1/2"(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........7.70 PLF A/ 6, 1 1/2"(OR 15/32) STRUCT. I WOOD PANEL WITH 1Od COMMON NAILS AT 2" O.0 AT \ EDGES AND 12' O.0 AT FIELD (TABLE 23-11-1-1 UBC) .........870 PLF NOTES: A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES ( THIS INCLUDES OSB) THESE VALUES ARE FOR DOUG-FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES. B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS. C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D. FOR SHEAR WALLS A TO a USE THE FOLLOWING: 1) USE 3x MUDSILL 2) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 3) NAILINGS SHALL BE STAGGERED E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. F. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT. (UBC SECT. 1806.6.1) HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR (TABLE 23-II-E-1 AND 23-11-H UBC) ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL Pll 24/0, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. FLOOR: JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG, P11 32/16, w/tOd's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 1 /8" WOOD STRUCTURAL PANEL T&G SHTG, PII 40/20, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 1 1�8" WOOD STRUCTURAL PANEL T&G SHTG, PII 48/24, w/10d's AT 6" O.0 AT EDGES AND BOON ARIES, 10" O.0 FIELD. NOTE: 1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FRACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS, Roof Framing Plan FRAMING LEGEND: INDICATES SPAN AND DIRECTION OF ROOF JOISTS AND RAFTERS INDICATES SPAN AND DIRECTION OF FLOOR JOISTS & ROOF DECK INDICATES SPAN AND DIRECTION OF CEILING JOISTS INDICATES SPAN AND DIRECTION OF DECK JOISTS (SLOPED AS REQUIRED) A EXIST'G 2X6 AT 16" O.0 B 2X6 AT 16 O.0 C 2x6 AT 24" O.0 D 2X8 AT 12" O.0 E 2X8 AT 16" O.0 EE 2-2X8 AT 16" O.0 F 2X8 AT 24" O.0 G 2X1O AT 12" O.0 H 2X1O AT 16" O.0 J 2X1O AT 24" O.0 K (2)2X1O AT 16" O.0 L 2X12 AT 12" O.0 M 2X12 AT 16" O.0 N 2X12 AT 24" O.0 P 1 3/4 x 11 7/8" ML. 12" O.0 I -JOIST TABLE MARK SPACING SIZE Q- I -JOIST @ 12" O.C. 9 1/2" TJI / 250 R- 2-JOIST @ 12" O.C. 9 1/2" TJ / 250 S- I -JOIST @ 12" O.C. 11 7/8" TJI / 250 U- I -JOIST @ 16" O.C. V- I -JOIST @ 12" O.C. 11 7/8" TJI / 350 X- I -JOIST @ 16" O.C. Y- I -JOIST @ 12" O.C. 14" TJI j 550 Z- I -JOIST @ 16" O.C. 14" TJI / 350 M=L INDICATES (1) 1 3/4" x 11 7/8" MICROLAM P=L (OR PSL) INDICATES PARALLAM LFA. = LOAD FROM ABOVE HEADERS AND BEAMS, REFER TO ENGINEERING CALCS. INDICATES INTERIOR BEARING WALL NOTE: APPLY SHEAR PRIOR TO FRAMING OF ;A�� PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE) op -INDICATES MOMENT FRAME SOLE MARK: PLATE NAILING DESCRIPTION LEGEND SPN4: 16d SOLE PLATE NAILING @ 4" O.C. SPN3: 16d SOLE PLATE NAILING @ 3" O.C. SPN2: 20d SOLE PLATE NAILING @ 2" O.C. (PER DIRLLED HOLED) SPN1: 1 /4"X5" LAGSCREW @ 4" O.C. (PER DIRLLED HOLED) NOTE: USE 2-2x1O @ 12" O.C. UNDER "HVAC" DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL CEILING JOIST SCHEDULE SIZE SPACING MAX. SPAN 2x4 16" o.c. 8,-0" 2x6 16" o.c. 13'-O" 2x6 12" o.c. 15'-0" 2x8 16" o.c. 17'-6" 2x8 12" o.c. 19'-6" 2x10 16" o.c. 22'-0" 2x10 12" o.c. 24'-0" ttka s wlrt ° Mi I,fl jka l.1 21k aviM f uaa' g�# M. A IBM Q Y` ob a: p N1 <Mal r, a z Q it ;� 1H 0-4 &4 N E-+ d Q V) 0 H O PLO � H w 0 o Q m O 00 z w 0 � W � w J F— H �I� �1 H W � W T 3 V) O DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY:J&R Intl, Inc. DATE 09/15/03 SCALE AS NOTED JOB NO 03-130 FILE NAME: S2 DRAWING OF SHEETS PLOT DATE: 09/15/03 DO NOT SCALE THE DRAWING NOT USED SCALE22 N.T.S. NOT USED SCALE 23 N.T.S. t U.N.O. BM PER PLAN (2)SIMPSON T622 EA. SIDE KING POST (2)vfMPSON TS22 EA. SIDE BM FER FLAN BM /POST SCALE CONNECTION N.T.S. * U.N.O. FC.i Fn ?24 CUTTING AND FES NOTCHING STUD NOTCH --I 2x4 STUD 11/l (' MAX. 2x6 STUD 2 3/1ro' MAX. 40% ALLOWED NONBEARING PARTITIONS BORED HOLES STUD 5/8" MIN. BORED HOLE 2x4 STUD 1 1/I6" MAX. 2xro STUD 2 3/1ro ° MAX. 40% ALLOWED ANY WALL <: ... 7 ... YN) C�ALIFORNI A FRAM 6 N. 7 �J 1. (E) ROOF SHEATHING 2. (E) 2x ROOF RAFTER PER PLAN 3. MALL OR BEAM PER PLAN #> 4. 2x ROOF RAFTER 5. 16d S.P.N. 6, EDGE NAILING @ TOP PLATE 7. SIMP. A35 @ 24" O.C. 2x4 STUDS Q Iro'O.C. UNO ' WALLSi FIN. PER PLAN DE EN. FLOOR JOISTS w/PLYWD. I FLOOR DIAP, PER PLAN 2x BLK Cx w/A 35 s 6 fro O.G. SILL, NAILING L 2x6 P.T. SILL W/ ANCHOR BOLTS E PLATE WASHERS ER a 4V O.C. FINISH GRADE 2 04 BAR, TOP -a 12.00. HORIZ. 461 O.C. "4 VERTICAL a 24' O.G. ( d , ��/ R, BOTTOM o 0) I2.O.C. HORIZ. 48• O.C. a ' U a Q m 12' - scntr scnLF RAISED FLOOR SCALE 18 ROOF CONNECTION N.T.S. 14 SHEAR TRANSFER N.T.S. 7 FOUNDATinN N.T.S. 3 PORTION TO BM. TO BE POST (DBL STUD OPTIONAL @ HD 2A-(2)5/8"N BOLTS NOTCHED TO MATCH HD2 ONLY) SEE PLAN FOR HD. HD 5A-(2)3/4"N BOLTS PAFTFR SLOPE " DIMENSION HD 8A-(2)3/4 N BOLTS (PER PLAN) HD 6A-(4)7/8"N BOLTS SLAB WHERE - HD 6A-(2)7/8"- BOLTS OCCURS z MAX. NOTCH II Sill Plate (PER PLAN) _ X II II II z I '- „ Y„ 4XSOLID BLOCK'G . ° � � BEAM (PER PLAN) OR POST HD 2A 18„ FOUNDATION, HD 6A 2g" 2x RAFTER w/SLOPE SEE PLAN HD 8A 24" (PER PLAN) 311X3"X1 2" HD 10A 24" PLATE WASHER HD 20A 24" NOTE: USE SIMP. "CNW"@ CRIPPLE WALL STUD STUD 5/8' MIN. NOTCH BORED HOLE --� 2x4 STUD 2x4 STUD 1/8° MAX. 2 1/8" MAX. 2xro STUD 2xro STUD ( 3/8" MAX. 3 5/1(" MAX. 25 % ALLOWED 60% ALLOWED EXTERIOR WALLS AND ANY NONBERING WALL OR BEARING PARTITIONS EACH BORED STUD DOUBLED BORED HOLE NOT PERMITTED IN MORE THAN TWO SUCCESSIVE DOUBLED STUDS CBC. SEC. 2320.11.9 AND 2320.11.10 BEAM NOTCH @ SCALE 19 HOEDOWN DETAIL SCALE 15 MAX. ALLOWED SCALE WALL DETAIL N.T.S. N.T.S. NOTCHING AND DRILLING N.T.S. ,1)v 1) AN WINDOWSPECIAL SHEAR AT 2x4 STUDS a 16'o/c WALL FIN. PER SILL NAILING PLAN 6 SIDE 2x SOLID EN. BLK'G. 0 40' :ZZ'Z: 2=271=rrr- O.C. PROVIDE x BLOCKING FLOOR JOISTS > (3)1(d EA. END w/PLYWD. FLOOR DIAP. PER PLAN �) 2xro P.T. SILL W/ ANCHOR BOLTS # SHEAR WALL , 14 PLATE WASHERS E.N. 0 46" O.C. *4 VERTICAL � 24' O.C. ---,.� �� � � cp 2 04 BAR, TOP -, 12.0.C. HORIZ. EE FRAMING ��!\�%\� 4S* O.C. 2 #4 BAR, BOTTOM 'LAN. TYP. _ Q N a 12•0.G. HORIZ. 6 49' O.C. REVISION NO. I DATE 2.3 uz ^ R ', aIt U, a ljol m 9 ipo n.a°4grA g¢ a IN s? � 10 i4 g3g�{A 1, ¢3i s„> 1� ,r R z ►--� Z 01 d. W A r--+ � Z r. ►-� 00 Mgc�a� M g���: r ) FN��A a �nnxss e. sd%s""H w �.y FTL�1 s�'`raxti� ;Ix swixi.,x^'� y5� N W N H LL Q H Z 0 � o o C�v C!�z W w in w o Q 0 F—� W � ►� ^ i--i O 00 o N Z U M b- 0 w F • w w = � 3 o DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY:J&R Intl, Inc. DATE 09/15/03 SCALE AS NOTED JOB NO 03-130 FILE NAME: SD1 DRAWING OF SHEETS PLOT DATE: 09/15/03 DO NOT SCALE THE DRAWING Certificate of Compliance: Residential (Part 1 of 21 CF-1 R I REVISION NO. I DATE Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R N OT E: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may to 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 specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or intial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 0 * 150(a): Minimum R-19 ceiling insulation. ❑ 150(b): Loose fill insulation manufacturer's labeled R-Value. ❑ * 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). ❑ * 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. * 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch ❑ * 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ❑ 116-17, Fenestration Products, Exterior Doors and lnfiltratiort/Exiiltration 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 U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ * 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 ❑ * 150(f): Special infiltration barrier installed to comply with Section 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 pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures ® 110-13: WAC equipment, water heaters, showerheads and faucets certified by the Commission. 0 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150Q): 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, non -recirculating systems, insulated (R4 or greater) insulation or R-16 combined internal/external insulation. 3. Backup 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 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R N OT E: Lowdse 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 party as minimum component specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or intial applicable boxes or enter NIA #Rd ZIPPkable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing SystemMeasures: (continued) 0 * 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181 B. If mastic or tape is used to seal openings greater than 1/4 inch, 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 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 cavities, 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 platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. * 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. 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 furnaces, pool heaters, spa heaters or household cookingappliances continuously burning pilot light. (Exception: Non4ectrical cooking appliances with pilot < 15D Blulho * 118 (f): Cool Roof material meet specified criteria Lighting Measures ❑ ' * 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an 40 Iu watt or greater for general lighting in kitchens. This general lighting shall be controlled by aswfth on a readdy accessible lighting control panel at an entrance to the kitchen. ®* 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. HERRERA RESIDENCE ADDITION 9/15/2003 Project Title Date 1715 S Parton Street Santa Ana Project Address Building Permit # AR INTERNATIONAL, INC. (714) 774-3528 Plan Check / Date Documentation Author Telephone Computer Performance 8 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1,460 ft2 Total Conditioned Slab Area: 0 ft2 Building Type: (check one or more) Average Ceiling Height: 8.0 ft ® Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family © Existing Plus Addition Front Orientation- (East 90 deg Floor Construction Type:[-] Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑X Raised Floor Component Type Frame Type Const. Assembly U-Value Location/Comments (attic, garage, typical, etc.) Default Floor Prior To 1991 Wood 0.098 Exterior Floor / Over Crawlspace (w/R-6 Credit) Default Wall Prior to 1978 Wood 0.385 Exterior Wall Default Roof 1978 to Present Wood 0.047 Exterior Roof R-13 Floor (F. 1 3.2x6.16) Wood 0.048 Exterior Floor / Over Crawlspace (w/R-6 Credit) R-13 Wall (W.13.2x4.16) Wood 0.088 Exterior Wall R-30 Roof (R.30.2x6.16) Wood 0.035 Exterior Roof FFNFSTRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF) U-Factor SHGC Shading Yes No Yes No Front (East 82.0 1.28 0.80 Bug Screen ❑ x❑ ❑ x❑ Left (South) 32.0 1.28 0.80 Bug Screen ❑ RI ❑ RI Rear (West) 12.0 1.28 0.80 Bug Screen ❑ x❑ ❑ x❑ Right (North) 32.0 1.28 0.80 Bug Screen ❑ x] ❑ x❑ Left (South) 16.0 0.60 0.65 Bug Screen ❑ x❑ ❑ RI Rear (West 28.0 0.60 0.65 Bug Screen ❑ x❑ ❑ x] Right (North) 16.0 0.60 0.65 Bug Screen ❑ x❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ Run Initiation Time: 09/15/03 07:54:07 Run Code: 1063637647 EnergyPro 3.1 Py EnergySoft User Number: 2299 Job Number:030927 Pa e:3 of 14 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R HERRERA RESIDENCE ADDITION 9/15/2003 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution HeatingEquipment Minimum Type and Duct or Type (furnace, heat Efficienc Location Piping Thermostat Location / pump, etc.} (AFUE/HSPM (ducts, attic, etc.) R Value Type Comments Central Furnace 60% AFUE Ductless w/ Fan n/a No Setback Existing Wall Furnace Central Furnace 66% AFUE Ductless w/ Fan n/a No Setback New Wall Furnace CoolingEquipment Minimum Duct Type (air Conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments No Cooling 10.0 SEER Ductless n/a No Setback Existing Wall Furnace No Cooling 10.0 SEER Ductless n/a No Setback New Wall Furnace WATER HEATING SYSTEMS Rated 1 Tank Energy Fact. 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby For instantaneous gas water heaters, list Rated Input and Recovery REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with 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 shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: _Alfonso Herrera Name: Jose L. Justiniano Title/Firm: OWNER Title/Firm: J&R INTERNATIONAL, INC. Address: 1716 S Parton Street Address: 2201 W Broadway, Suite E-301 Santa Ana, CA 92707 Anaheim, CA 92804 Telephone: (714) 432-8436 Telephone: 714 774-3528 Lic. #: 09/15/03 09/15/03 (sign re) (date) (sigrel -- (date) Enforcement Agency Name: _Efrain Olivas Title/Firm:_ ADVANCED TITLE 24 Address: 1235 North Harbor Blvd., Suite 235, Fullerton _ Telephone: 525 9824 09/15/03 (sigrxiture/stamp) (date) Run Initiation Time: 07 30 03 14:12:09 Run Code. 1059599529 EneravPro 3.1 By EneravSoft User Number: 2299 Job Number:030742 Page:4 of 10 �a n s�j;'< �i wow �i IN � 00 ar u M. g C� M Y 2 0 d' np '.-Nn Cq a: Q z 0 1� a C 0HU 0 -!� Q rn �� tz o 0 Q 0 C W 00 0 � M r� 0 z W ❑ z 0 N a J H F +hr-i w = w z 3 V) o DRAWN BY: J&R Int'I, Inc. CHECKED eY: J&R Intl, Inc. DESIGNED BY:J&R Int'l, Inc. DATE 09/15/03 SCALE AS NOTED JOB NO 03-130 FILE NAME: EN-1 DRAWING OF SHEETS PLOT DATE: 09/15/03 DO NOT SCALE THE DRAWING