Loading...
HomeMy WebLinkAbout10150270-71.pdf�hv 39'-1" 39 IT -I" 23' IW-3" 151-91 3' PROP. LINE PROP. LINE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IT OVERHANGS JALL 4 SIDES q\1 214 2 1'4' 2 V-4" 21 fixilliq N GARDEN zW 23' GARDEN F// _1(6 ail 281.911— 46-2" N- GARAGE < --------------------------------------- I < 54" 3" 24! IWI Lund STORAGE>2 1 < 11, 24?- 1 10" C 2N 1 10" < N- 3 1 V DRIVEWAY 3 P-3" < N- ----- GARDEN GARDEN LxixdngINEW rl"k 11V 4I-7ll 184RC PANEL I TV y —BEDROOM! (N 1344" LY (a) (N) CL. Lxixdng 13 V PATIO >Wtig CAR PORT BEDROOM 5", 8.6" 69 -6" 0 44 1 Nowou IT 1H I � M Q I 6li.6" I Z. INNING Y-66"" 57-5" (N) \�,Oom AU LRO rw N El 13' (N) ax T, I 55)00LLO BTU W A Cz FURNACE X C31 (F) DIP44WG KITCHEN / (ul , ROAM`\\\/ROO� B ATH Nm B KITCHEN t wH WH 2 L 00 —5 r-7 ------ C CL. CL. I CL L 2411-2" 241-21' 241-2" 24IZ' 5Y 11" \13 1,N III ``BEDROOM FAMILY ROOM LIVINCV LIV1N4i0OM ROOM 6' i DRIVEWAY DRIVEWAY 13' — ----------- --:��j -- ----- GARDEN 11'-7" 1 airing 10'.7" I 1 P-7" 2 L ----- -_ -_ 13'- WALK 29 20! 29 29 26 Lx6ti.g GARDEN 16' GARDEN PROP, LINE PROP, LINE — - — - — - — - — - — - 22-2'1 L 1 L - — - — - — - — - — - — - — 26' - — - 13' 39' 1 39 XISTING FLOOR PLAN PROP EXISTING FRONT ELEVATION SCALE: 1/4"- V-0" z, 41, PROP. i$NB— DN 21 -VaGA E-N I EXISTING ! N P SED 2 r I I I 4 2 '6MEWAY 31 `&MWAY T. 9" DN 3 .311 13 'I'll 'CAR PORT Vx PR0 7SED,AUA: j+ �60185 SQ.F. 16 71- V DN I all 4DII DRIVEWAY r — -mi—w- L 'I WALK 1 F, 2 Y "(iARD6N PROP. LINE EXISTING SLOPE GRADE MIN. 2% DRAINS 2064 S. EVERGREEN ST., SANTA ANA, CA 92707 S I T E I"rr*h L AN SCALE: 1/16" = V- 0" EXISTING RI.= 535.69 SQ.F. DEMOLITION AREA = 1327.78 SQ.F. I ST FLOOR ADDITION = 660.85 SQ.F. (N) GARAGE = 528.90 SQ.F. TOTAL CONSTRUCTION = 1189.75 SQ. F. EXISTING LAND = 2586.72 SQ. F. TOTAL LOT COVERAGE: 45.99 % ARCH1511"'ECTURAL S R U9. P1 3CCSVP7U OR 3 p 7", M_ 'Z h 1t es 'p0m�grd St"y y ls=led 4 1777 j ", 14�; mt • ,E- i uran ServiceNewporL i0_LllIll 234 E. T7th St, Suit, 208 Cost, Me, CA 92628 Phone: (949) 574-5238 - (949) 574-5627 Arturo Garcia v. (Owner) OWNER JOSE CRUZ DELGADO (714) 540-2056 LEGAL DESCRIPTION 2064 S, Evergreen St. RAnt,i Ann CA 97707 TRACK 743.00 L LOT 30 PARCEL 014-112-42 U, 100 PROJECT 0 (,5o _4? r FLOOR ADDITION 1 bathroom, walking closet, d laundry room. y zmr .......... g a SYMBOLS AND LEYENDS DEMOLITIOT4 4 I TEQ EXISTING ADDITION 'AD VICINITY T. 200i CALIFORNIA ?ENERGY CODE (TITLE 24, PART 6) -X.L LA�, A —A 2-2001 CALIFORNIA BUILDING CODE (CBQ 3 -2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5,-2001 CALIFORNIA PLUMBING CODE (CPC) X)ISCR, lly�­ ONE-HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. Q't These drawings and specifications are the sole Property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and shall NOTES: not be used on any other work except by writtenagreernera with the Architect. Written dimensions shall supersede sealed dimensions and EL iN 0,-/ shall be verified on thejobsitle. Any discrepancies shall be harnediately A).- HORIZONTAL LUMBER TO BE DF NO. 2 OR BETTER. brought to the attention of the Architect prior to the conunancernent of any work. Newport Draft Service, owner Arturo Garcia V, Awhitem B).- VERTICAL LUMBER TO BE STD OR BETTER. C).- LAND SHOULD BE PRESSURE TREATED. N ) N, D).- PLUMBING WALLS TO BE 2X6 STUDS.5 _1 RL f W; DRAWING INDEX E).-ROOF SHEETING TO BE 1/2" CDIX PLYWOOD A-1: EXISTING FLOOR PLAN W/8d @ 6", 6"&12' O.C. (PI)BN. EN. FIN_ EXISTING FRONT ELEVATION F).- CONCRETE TO BE 2500 PSI FcAT 28 DAYS, PROPOSED FLOOR PLAN C­6--Pllw�-j SITE PLAN H).-ALL EXTERIOR FINISHES AND WINDOWS TO MATCH V4 yu.-k- X., A-2: EXISTING ELEVATIONS EXISTING SFD. -4 A-3: PROPOSED Ist FLOOR PLAN I).- PROVIDE 20'-L UFFR GROUNDING ROD. i A-4: PROPOSED ELEVATIONS J).- PROVIDE ATTIC VENTILATION EQUAL TO I /150 S-1. PROPOSED FRAMING PLAN OF AREA TO BE VENTED. -I I PROPOSED FOUNDATION PLAN I.- SMOKE DETECTORS SHALL SOUND AN ALARM SD-: STRUCTURAL DETAILS SG -I: PROPOSED GARAGE PLAN, AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT. V11 Ypw- FOUNDATION & FRAMING PLANS SECTION 310.9. L Ak��, SG-2- PROPOSED GARAGE ELEVATIONS, HARD -WIRED SMOKE ALARMS EQUIPPED WITH STRUCTURAL DETAILS BATTERY BACKUP @ NEW BEDROOM (IF ANY). A/, 2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE CONT. FOR THE ELECTRICAL INSPECTOR: SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD CALCULATION EXISTING FLOOR PLAN FOR ELECTRICAL SYSTEMS. 4:-ALL EXISTING DOORS AND WINDOWS LEADING TO EXISTING FRONT ELEVATION THE PROPOSED AREA SHALL BE WATER PROOF. 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. 6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%, 1%; PROPOSED FLOOR PLAN ELSEWHERE: DRAIN TO STREET. 7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER SITE PLAN (2) LAYERS OF 15# FELT APPLIED IN SHINGLE FASHION WHEN INSTALLED. A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12 CLASS A MIN. RATING FOR ROOF PLAN. 8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS SCALE: 1/8" = If SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL 05/20/05 SCALE: 1/16" = F TO 70" ABOVE DRAIN, 9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH DATE SCALE A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE ■•• CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE AI MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA FROM THE PROPERTY LINE. EAVES SHALL BE T-O" MIN. FROM THE PROPERTY LINES.( UBC 503.2.1 AND 705) 1 of` 4 PAPER EXISTING FRONT ELEVATION SCALE: 1/4 " = I I- oti SCALE: 1/4" = F- 0" 12 3 STORAGE SHED SHOWN GHOSTED E T ACK ELEVATION SCALE: 1/4" = V- 0" EXISTING LEFT ELEVATION_ 10 12 4 1 :::; 1�k� FXISTNCI COMP SHINGLES ON V Newport Draft Service 't- 234 E. 17th St Suite 208 Costa Mesa CA 92628 Phone: (949) 574-5238 - (949) 574-5627 Arturo Garcia v. ((hwner) JOSE CRUZ DELGADO 2064 S. Evergreen St. Santa Ana, CA., 92707 (714) 540-2056 2 bedrooms, I bathroom, walking closet, and laundry room. 0 0 I LEGAL DESCRIPTION 2064 S. Evergreen St. Santa Ana, CA., 92707 SYMBOLS AND LEYENDS DEMOLITION EXISTING ADDITION L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. 0 These drawings and specifications are the sale property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and "I not be used on any other work except by written agreement with the Architect. Written dimensions shall supersede scaled dimensions and shall he verified on the jobsite. Any discrepancies shall be immediately brought to the attention of the Architect prior to the commencement of any work. Newport Draft Service, owner Arturo Garcia V, Architect. EXISTING FRONT ELEVATION EXISTING RIGHT ELEVATION EXISTING BACK ELEVATION EXISTING LEFT ELEVATION DATE SCALE: 1/4" = 1' SCALE A,w2 wow i Existing GARDEN ko Existing j ��[ j DRIYEVYAI EXISTING R1.= 535.69 SQ.F. DEMOLITION a, ► a FLOOR ADDITION 660• GARAGE a. 528.90 : TOTAL ! !N = 1189.75 SQ. mak=zua ! t 0 Q h'14311J >� It ► l a If �4 ! i'a # i ., 300 REQD. 'UPPER ; ATTIC. 21 I EAVE LANE. SAVE VENTS SIZE QUANTITY NET AREA 411x 14" 17 2.2 SQ.F. ROOF VENTS SIZE QUANTITY NET AREA F RADIUS 4 2.2 SQ.F. HALF ROUND TOTAL NET AREA: 4.4 SQ.F. • • ! SMOKE ALARMS EQUIPPED BATTERY BACKUP N.S.D. �9 VENT CLOTHES DRYER • OUTSIDE. EXHAUST LIMITEDDUCT SHALL BE 4" min.dia. AND E UIPPED WITH A BACK DRAFT DAMPER. EXHA UISIT DUCT LENGTH IS TO , LOW -FLOW! s•. ai •p •• EXHAUST FAN 5 AC/ HR MIN INTERIOR FINISH. I" DRYWALL V.N.O. 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE MATERIALS IF THEY PROJECT INTO THE 3' 0" SETBACK AREA FROM THE PROPERTY LINE. EAVES SHALT, BE 2'-0" MIN. FROM THE PROPERTY LINES. (UBC 503.2.1 AND 705) .* Newport Draft Service .—'- 234 F. 17th St. Suite 208 Costa Mesa CA 92628 Phone; (949) 574-5238 - (949) 574-5627 Arturo Garcia v. (Owner) OWNER JOSE C UZ DELGADO 2064 S. Evergreen St. Santa Ana, CA., 92707 (714) 540-2056 1 ST FLOOR ADDITION 2 bedrooms, 1 bathroom, walking closet, and laundry room. LEGAL DESCRIPTION 2064 S. Evergreen St. Santa Ana, CA., 92707 TRACK 743.00 LOT 30 PARCEL 014-11242 SYMBOLS AND LEYENDS REMODEL EXISTING ADDITION L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. These drawings and -specifications are the sole property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and shall not be used on any other work except by written agreement with the Architect. Written dimensions shall supersede scaled dimensions and shall be verified on the jobsite; Any discrepancies shall be immediately brought to the attention of the Architect prior to the commencement of any work. Newport Draft Service, owner Arturo Garcia v., Architect. CONT. PROPOSED FLOOR PLN 05/20/05 DATE SCALE: 1 /4" = 1' SCALE Aw=3 of 4 12 41 NEW CLASS SCREENED VENTS A I EA. 3rd JOIST SPACE, I ALL EXTERIOR FINISHES TO [EXISTING MATCH EXISTING STUCCO MATERIALS NEW AND WINDOWS STUCCO (E) (N) SCALE: 1/4" = 1'- 0" 4F 12 -J NEW CLASS —A ICOMP. SHINGLES ALL EXTERIOR FINISHES TO MATCH EXISTING NEW MATERIALS STUCCO AND WINDOWS 6tv WN I I , M I NEW CLASS A COMP. SHINGLES 4 12 XZ, 12 1� --- - - - - - - - - —GARAGE SHOWN --GHOSTED ----!5= SCREENED VENTS ig EA. 3rdOIST SPACE. 12 4 ALL EXTERIOR FINISHES TO MATCH EXISTING MATERIALS AND WINDOWS INEW CLASS A I COMP. SHINGLES I SCREENED VENTS A I PA. 3rd JOIST SPACE, I NEW SfiUCCO 131- 1 Olt ism SCALE: 1/4" = F- 0" 11 1- 11 it EXISTING / STUCCO STUCCO l•� Nto%Wport Draft Service jr t 234 E. 17th St. Suite 208 Costa Mesa CA 92628 Phone: (949) 574-5238 - (949) 574-5627 Arturo Garcia v. (Owner) OWNER JOSE CRUZ DELGADO 2064 S. Evergreen St. Santa Ana, CA., 92707 (714) 540-2056 I ST FLOOR ADDITION 2 bedrooms, 1 bathroom, walking closet, and laundry room. 0 LEGAL DESCRIPTION CLASS A 2064 S. Evergreen St. SHINGLES Santa Ana, CA., 92707 TRACK 743.00 LOT 30 PARCEL 014-112-42 NEW 0 1 1 0 0- 0 SYMBOLS AND LEYENDS D E M 0 L I T 10 N � 1 700HORZE EXISTING ADDITION L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2.-2001 CALIFORNLAL BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-200 1 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. These drawings and specifications are the sole property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and shall not be used on any other work except by written agreement with the Architect. Written dimensions shall supersede seated dimensions and shall be verified on the jobsite. Any discrepancies shall be inmedimely brought to the attention of the Architect prior to the commencement of any work. Newport Draft Service, owner Arturo Garcia V., Architect. CONT. PROPOSED FRONT ELEVATION TING P. SHINGLES PROPOSED RIGHT ELEVATION PROPOSED BACK ELEVATION PROPOSED LEFT ELEVATION 05/20/05 DATE ST 6 224 PLATE c N.T.S. PROPOSED FRM'G PLAN, SCALE 1/41t= itoll AT TOP ;PLICE PROPOSED CONC SLAB SCALE 1/4ft= ifoll lle;� 5/8" 0 x 12 AB W/ 2-1/2" SQR. x 1/4" WASHER @ 32" o.c. 5/8" 0 x 12 AB W/ 2-1/2" SQR. x 1/4" WASHER @ 24 o.c. NOTE: HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DEEPEN FOOTING AS REQUIRED TO OBTAIN ANCHOR EMBEDMENT 1 DO NOT INSTALL HTT OR MIT AND CONCRETE COVER. j 1 HOLDOWNS RAISED OF THE MUDSILL 1 3C? f ILL IL / W/5/8"d A.B. 4" MIN. @ 48©4 C. 1-#4 SIMP. SSTB BOLT TOP & BOT. a 3" CLR r -•.ALT. FOOTING CONDITION WIHEEL SEE DETAIL I FOR REPETITIVE INFORMATION SSTB SELECTION TABLE: — Y w - - ----.. --------- . i • i f a' * MOM sub 10 s t vet 1 SHEAR WALL SILL X PER PLAN #4 DOWEL W/5/8"d A.B. 5 MIN. t@x 32" O.C. E.N. 0 0 0 F.G / , � ///////, #I, #4 @ 16" o.c. 1- 18" CMIDDLE OF 'u'tad. TOP & BOT. Q 3" CLR. 12" 7 SEE DETAIL I FOR REPETITIVE INFORMATI SSTB SELECTION TABLE: 51 1-a r.0 I W - WINUPtilm I II lumen I I (1101 + :.. I NOTE: HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DEEPEN FOOTING AS REQUIRED TO OBTAIN ANCHOR EMBEDMENT DO NOT INSTALL HTT OR MIT AND CONCRETE COVER. HOLDOWNS RAISED OF THE MUDSILL RF.FRAM'G CANTILIVER B.N. OVER WALL. j ST 22 �7a 48" O.C. _ B:N. a a a s ' ..,, r.. 0 0 0 0 0 o r `` 0 0 0 ;//1' X RIDGE BOARD CONT ~� A'2 `' `. RF RA R ON ALT. E R.R. A35 EA. END 2X BLK I UNSUPPORTED EDGES TO BE BLOCKED W/ FLAT 2x4 E.N. CALLED FOR ON PLAN, B.N. PLY TO BLOCKING EDGE NAILING (E.N.) NAILING (B.N.) FIELD NAILING (F.N.) 12" @ RF ANF FLR. (D STAGGERED SHEETING _44- SHEETING LAYOUT (N)B.N. 3/8" PLYWD W/8 d @ 6-12— ''Alm • ALT. CONDITION d 4 n . W! 2XBLWS W/3-8dc A35- "PLATE NAILING. RR skits and 2-16d toe nail into top PL E.N. (N)2x R.R. (E) (N) CRIPPLE WALL. E.N. PSO N. PLYWD ` H 2 SHEAR H i GE (N) B.M. 7(E)ST 12CELL'G ! (E) 2xBLx'G 48" ox. JST. W/3 'bd PLYWD SHEAR WALL PER PLAN #4 DOWEL 124 a732" O,C. `. E.N. 0 1- 12" TOP & BOT. 0 CLR. ,dam 1" 2 DOUBLE TOP PLATE END WALL HEADER PER PLAN 4X6 BLOCKING @STRAP, EDGE NAIL WALL SHT'G TO BLOCKING OR NAIL • STRAP OVER SHEATING x! SIMPSON CS 16 STRAP x TRIMMER PER PLAN KING STUD PER PLAN FULLY NAIL STRAP W/ 16d SINKERS OR 10d COMMON NAILS OVER PLYWD SHEAR MAT'L SEE PLAN STUDS BALANCE OF STRAP 2'-0" STRAP OVER WALL DRAG TO WALL BM PER STG 236 TO BE 1A71n'pv AT 14Tt i!^L fl Tf"'3 15 #4 DOWELS (N) @ 24" O.C. 2" MIN i� .' COLD JOINT 12" MIN. x %''' i HOLE FOR EPDXY `'' ' x DOWEL NEW ' . �, INJECTION REINFORCING INTO `r'. i8 Y EXISTING FOUNDATION/SLAB (E) (NII NEW FOOTING .x o w.. N.xw , A,x . • i a w,ra i M ! EXISTING FOOTINfi 11, #5 DOWELS x 24" L. DRILLED 6" IM ALIGN BOT. EXISTING DOOTiNG & OF FOOTINGS _._ "") ^" -� EPDXY GROUNTED. SIMPSON SET HIGH STRENGTH EPDXY INTO SOLID CONCRETE: A. ADHESIVE SHALL BE SIMPSON SET HIGH STRENGTH EPDXY MANUFACTURED BY SIMPSON STRONG -TIE, PLEASTON, CALIFORNIA (ICBO REPORT #5279, LA CITY #RR25279) B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS AND IN ACCORDANCE WITH THE ICBQ REPORT. C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AIR OR A BLOWOUT BULB. THE MINIMUM SETTING TIME SHALL BE ONE HOUR THE ANCHOR IS NOT TO BE DISTURBED DURING THIS CRITICAL SETTING TIME. D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE CERAMIC 6 EPDXY TO APPROX. 1/2 OF THE BOLE DEPTH WHILE SLOWLY WITH DRAWING THE NOZZLE. INSERT THE ROD BY HAND TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING MOTION. ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL VOIDS AND CREVICES E. SPECIAL INSPECTION (REGISTERED DEPUTY INSPECTION NEED NOT BE PROVIDED. IBM 12" PLYWD - SHEAR WALL �..- PER PLAN E.N. EDGE NAIL (E.N.) SHEAR PANEL TO UPPER TOP PIT SHEAR WALL INDICATED BY o ON PLAN - REFER TO SHEAR WALL SCHED. KING STUD OR POST PLAN. EDGE NAIL (E.N.) SHEAR PANEL TO POST. POST SHOWN WITH STRAP EDGE NAIL (E.N.) SHEAR PANEL TO BOTTOM PLATE. A. ADHESIVE SHALL BE SIMPSON EPDXY -TIE SET EPDXY MANUFACTURED BY SIMPSON STRONG -TIE, INC. PLEASANTON, CA. (iCBO #5279) B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE ICBQ REPORT. C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AIR OR A BLOWOUT BULB, THE MINIMUM SETTING TIME SHALL BE 16 HOURS. THE ANCHOR IS NOT TO BE DISTURBED DURING THIS SETTING TIME. D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE SET EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH WHILE SLOWLY WITHDRAWING THE NOZZLE. INSERT THE ROD BY HAND TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING MOTION. ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL VOIDS AND CREVICES. E, INSTALLER TO LOCATE & KEEP A MINIMUM OF V CLEAR OF POST TENSION CABLES, IF OCCURS. F. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR (REGISTERED DEPUTY INSPECTOR), THE INSPECTOR SHALL HAVE A VALID CERTIFICATE OF REGISTRATION OR LICENSE ISSUED BY THE BUILDING OFFICIAL. THE INSPECTOR SHALL OBSERVE THE WORK OF THE CONTRACTOR DURING THE INSTALLATION OF THE CHEMICAL ANCHORS FOR CONFORMATION WITH THE APPLICABLE ICBO REPORT, THE MANUFACTURER'S RECOMMENDATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. ALL DISCREPANCIES IN THE WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UN -CORRECTED, TO THE BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND T14E APPLICABLE WORKMANSHIP PROVISIONS OF THE BUILDING CODE TO THE BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. INSPECTION OF WORK BY A SPECIAL INSPECTOR SHALL NOT RELIEVE THE CONTRACTOR OF ANY INSPECTIONS BY THE BUILDING OFFICIAL. THREADED ROD W/ -- BEND @ EMBEDMENT LINE AFTER RESIN SIMPSON EOPXY-TIE ET/SET 4 SETS A MIN. OF 16 HOURS, MIN. EDGE (NO BEND REQ'D WHEN INSTALLING DISTANCE 12 IN CENTER OF FOOTING) Z l3 f¢r THREADED ROD (A301 STEEL) COLD JOINT @ TWO POUR SYSTEM HD ORIG. SPECIFIED REPLACEMENT HOLD DOWN THREADED ROD DIA.. DRILL BIT DIAMETER EMBEDMENT LENTH QJe ALOW. LOADS MPAHD HTT22 5/8" 314" 12" 3953# HPAHD22 HTT22 5/8" 3/4" 12" 3953# HTT22 HTT22 5/8" 3/4" 12" 3787# HD2A HTT22 5/8" 3/4" 12" 3953# HD5A HTT22 5/8" 3/4" 12" 3953# HD6A HD6A 7/8" V 12" 5100# HD8A HD8A 7/8" 1" 15" 7460# HDIOA HDIOA V 11/8" 15" 9540# 16 d AT 6"MAX. 4'-0" MIN.LAP 2-16d/STUD MOTH OF WALL WHEN 8-16d NAILS NOTED ON PLANS PUCE OVER STUD. PLAN. FIELD NAIL t t t r t t I t t 1 t I I t t I TRIMMER WHERE PROVIDE SOLID FIRE I t t t I t t OCCURS BLKS. WHERE WALLS EXCEED 10'0" HIGH t i i i �11 i i 2-16d END NAILS. 2X SIL 9AT ALL CEILING$ 1 i i t I i SOFFIT LINES. a I I r I I I t X4 STUD AND TRIMMER MIN. AT JAMES 2d T.N. EA,SIDE i t _ J. _ ��,__ i STUD TO PLATE. AX "MIN. HD SHOWN. INSTALL ON 4- FROM SILL END. FROM SILL END. EMBEDMENT. 2X4 PRESSURE TREATED SILL KING STUD OR POST WI NAILING. BOLT PLATE w/ ANCHOR BOLTS EDGE NAILING. PER FDN. PLAN. FOR HOLDOWN TO BE INBOUND OF POST U.N.O. ON PLAN. SHEAR WALL SCHEDULE 1999 LABC A35 SILL BOLTING MARK WALL TYPE SPACING FIRSTFLOOR SILL NAILING WALLS AT UPPER STORIES � V 5/8" @ 48" O.C. 16d @ 8" O.C. � t � 3/8 STRUCT I PLYWD W/ 8d 6" O.C. AT ALL EDGES ALLOW = 210 #/FT 2411 VALLOW 5/8" @ 48" O.C. 16d @ 4" O.C. A3/8 STRUCT 1 PLYWD W/ 8d 4" O.C. AT ALL EDGES = 320 #/FT 1$" ,t� 3/8 STRUCT I PLYWD W/ 8d @ 3" O.C. AT ALL EDGES V 5/8" @ 32" O.C. SIMP. SDS t a � 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 410 #/FT STRUCTURAL INSPECTION READ. 12" 1/4"X6-SCREWS @ 6" O.C. A3/8 STRUCT 1 PLYWD W/ 8d 2" O.C. AT ALL EDGES V 3/4" @ 32" O.C. SIMP. SDS 4 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 550 #/FT 9" 1/4"X6 SCREWS @ 5" O.C. STRUCTURAL INSPECTION READ. A15/32 STRUCT I PLYWD W/ 10d (a 2" O.C. AT ALL EDGES V 3/4" @ 24" O.C. SIMP. SDS 3X SILL, 3X STUDS @ VERTICAL. JOINTS ALLOW = 650 #/FT 811 1/4"X6 SCREWS @ 4" O.C. STRUCTURAL INSPECTION REQ'D NOTES: ALL EDGES OF PLYWOOD SHEAR n NAIL SPACING ALONG INTERMEDIATE SUPPORTS ALL A.B.'S TO HAVE MIN. 7" EMBEDMENT, WALLS MUST BE BLOCKED WITH (FIELD NAILEW 7 BOLT DIAMETER END DISTANCE, PLATE MIN. 2X SOLID BLOCKING. ALL INTERIOR NON BEARING & NON SHEAR- WASHERS PER TABLE BELOW THERE SHALL BE A MIN, OF 2 WALLS MAY BE ATTACHED TO CONCRETE SLAB BOLTS PER PIECE WITH ONE BOLT LOCATED FRAMING AT ADJOINING PANEL WITH 518" X14" A.B. @ 48" WITHIN 12" OF EACH END OF EACH PIECE EDGES SHALL BE 3-INCH NOMINAL OR WIDER & NAILS SHALL BE n STUDS SHALL BE SPACED MAXIMUM OF 16" O.C. BOLT WASHER OR WIDER & NAILS /��, V WALLS WITHIN V ALLOW > 300#/FT 5/8" DIA. 2-1/2 X 2-1/2 X 1/4 3/4" DI& 2-3/4 X 2-3/4 X 5/16 WHERE PLYWOOD IS APPLIED ON RFQi R_E S=IURA..L QBSERVATIQN 7/8" DIA. 3 X3 X 3/8 DI 1" 3-1/2 X 3-112 X 318 BOTH FACES OF A WALL AND NAIL $ LENGTHS SHOWN ON THE PLANS ARE MINIMUM SPACING IS IS LESS THAN 6 INCHES LENGTHS ON CENTER ON EITHER SIDE, PANEL 13 ALL CONTINUOUS EXTERIOR FOOTING TO JOINTS SHALL BE OFFSET TO FALL PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT HAVE 5/8" X 10" A.B'S @ 48" O.C. UNLESS ON DIFFERENT FRAMING MEMBERS REST ON CONCRETE OR MASONRY NOTED OTHERWISE OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND 10 PLYWD. BOUNDARY & EDGE NAILING SHALL 14 ALL NAILS IQ BE COMMON NAIL NAILS ON EACH SIDE SHALL BE HAVE 1/2" EDGE DISTANCE STAGGERED, A35, SILL NAILING ALL BOLT HOLES TO BE AND A.B. SHOULD BE DOUBLE. USE STAGGERED NAILS WHERE NAIL SPACING IS DRILLED 1/32" MIN. TO 1/16" MAX. OVERSIZE 3" OR LESS (] l SIMPSON EPDXY -TIE EPDXY, INTALLED W/ INJECTOR TOOL NOTE: SPECIAL INSPECTION REQUIRED NOTE: W/ OR W/O COLD JOINT F'C 2500psi (MIN.) (1CBO REPORT #4514) NAILING SCHEDULE Common or Box nails shall be used except where otherwise stated, I. Sole Plate to be joist or blocking, face nail 16d at 16" o.c. At braced panels 3-16d per 16" 2. Studs to sole/top plate 4-8d, toe -nail or 2-16d, end nail Double studs, or built-up corners, faces -nail 16d at 24" o.c. 3. Top Plate doubled typical face -nail 16d at 16" o.c. Lap splice ofdoubled plate 8-1d Laps and intersections face -nail 16d at 16" along ea. Edge 4. Joists (ceiling of floor) to girder or sill, toe -nail 3-8d Bridge to joist, toe -nail each end 2-8d Rim joist to top plate, toe -nail 8d at 6" o.c. Ceiling joists, laps over partitions, face -nail 3-16d 5. Rafter to plate or ridge 3-16d 6. Wood Structural Panels: veneer plywood, composite panels, and Oriented Stand Board {OSB) Subfioor,_roof & Wall sheath -A (to framing): Nailed 6" o.c. at edge, 12" o.c. @ intermediate members. 1/2": 6d common or deformed shank 19/32" - 3'4": g8d common or 6d deformed shank 7/8" - i": 8d comon or deformed shank i I/8" - 1 1/4": 8d comon or 10d deformed shank )ITION w A z W eq C .L V o4m4 U � .. c�v c00*a tc3 C P Q r ije;r'r�r s 4 � • 4 4 1! • +illrr I-% F- �4 z W-14M HOLDOWN,, 0 #3 DOWEL 0 @ 18" O.C. E.W. 3-1/2" MIN. 6 % 18 TOP & BOT. t Me 3" CLRj,- 12" PRORLINE. V-1 1t,I�--�1 ( 4X4 TEMP S. WINDOW. L--------------- .e [IWA'l k1 W#T 2x4 FOUNDATION GRADE RWD OR PRESSURE TREATED MUDSLIDE. L L SCALE =1/4"I'O" PLATE HCP1.81 y W'_ to we If N, I �111: � P PLATE HCPI.81 V, W V, I F W-Tt'XI M V11 PLATE HCP1.81 -BI ENTIRE WALI-- N y 00 z jE11TIRE1 WALL > 0 C. R.R 2X8 @16 O. X 6 \.ef R.R.2 8 16rt J0 X 00 r(N)�3X6 S.DOOR. C (N) 4XJ TEMfq. WINDOW. —4 L=51-011 L=51-0ff 14 1 L=6' -231 1 5 OWN HIP CORNER PLATE HCP1.81 t, r KIVI ki r LAIN• SCALE =1/4"I"O" PRORLINE. (N) 4X4 TEMP S. WINDOW. FOUNDATION PLAN, SCALE =1/4"=1'0" 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA FROM THE PROPERTY LINE. EAVES SHALL BE 2'-0" MIN, FROM THE PROPERTY LINES. (UBC 503.2.1 AND 705) 11 SHEAR WALL SCHEDULE 1999 LABC A35 SILL BOLTING MARK WALL TYPE SPACING FIRSTFLOOR SILL NAILING WALLS AT UPPER STORIES 3/8 STRUCT I PLYWD W/ 8d 6" O.C. AT ALL EDGES V ALLOW = 210 #/FT 2411 5/8" @ 48" O.C. 16d @ 8" O.C. 3/8 STRUCT I PLYWD W/ 8d 4" O.C. AT ALL EDGES v ALLOW = 320 ft/FT 18" 5/8" @ 48" O.C. 16d @ 4" O.C. A3/8 3 STRUCT I PLYWD W/ 8d @ 3" O.C. AT ALL EDGES V 3X 3X 5/8" @ 32" O.C. SIN4P. SDS SILL, STUDS @ VERAL JOINTS ALLOW = 410 #/FT TIC 1211 1/4"X6-SCREWS @ 6" O.C. STRUCTURAL INSPECTION REQD. 3/8 STRUCT I PLYWD W/ 8d P, 2" O.C. AT ALL EDGES V 3X 3/4" @ 32" O.C. SIN4P. SDS 3X SILL, STUDS @ VERTICAL JOINTS ALLOW = 550 #/FT 91t 1/4"X6-SCREWS @ 5" O.C. STRUCTURAL INSPECTION REQD. 15/32 STRUCT I PLYWD W/ 10d @ 2" Q.C. AT ALL EDGES V 3/4" @ 24" O.C. SIN4P. SDS 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 650 #/FT 841 1/4"X6-SCREWS @ 4" O.C. STRUCTURAL INSPECTION READ. Newport Draft Service 4— 234 E. 17th St. Suite 208 Costa Mesa CA 92628 Phone: (949) 574-5238 - (949) 574-5627 Arturo Garcia v. (Owner) OWNER JOSE CRUZ DELGADO 2064 S. Evergreen St. Santa Ana, CA., 92707 (714) 540-2056 PROJECT I ST FLOOR ADDITION 2 bedrooms, I bathroom, walking closet, and laundry room. LEGAL DESCRIPTION 2064 S. Evergreen St. Santa Ana, CA., 92707 TRACK 743.00 LOT 30 PARCEL 0 14-112-42 0 SYMBOLS AND LEYENDS DEMOLITION EXISTING ADDITION 1.-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. These drawings and specifications are the sole property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and shall not be used on any other work except by written agreement with the Architect. Written dimensions shall supersede scaled dimensions and shall be verified on the jobsite. Any discrepancies shall be intnediately brought to the attention of the Architect prior to the commencement of any work. Newport Draft Service, owner Arturo Garcia V., Architect. CONT. PROPOSED GARAGE FLOOR PLAN PROPOSED GARAGE FOUNDATION PLAN PROPOSED GARAGE ROOF FRAMING PLAN 05/20/05 DATE SCALE: 1/4" = l' SCALE rrr I oft 1/2" CDX PLYWD NEW 4/12 COMPO.SHINGLES PROP, BACK ELEVATION, SCALE —1/411-1 loft 0 0 l WAIN-1 ow NEW COMPO.SHINGLES NEW STUCCO 4/12 PROP. LEFT ELEVATION, SCALE =1/4"-l'O'l PROP. FRON""ELEVATION. SCALE =1/40" NEW CLASS A ASPHALT SHINGLE o/15# 4/12 FELT o/l/2"CDX 24/0 1 PLYWD W/ 8d @ 6", 2X12RI EBOARD. 12" o/c. � ROOF SHEATHING COMP. ROOF RAFTERS 2XI0, — BOUNDARY NAILING. 2XI0 BLKG. — -5-16d. L- 2X6 TIES AT 32"O,C. A 35 FRAMING ANCHOE @ 48" O.C. TO DOUBLE TOP PLATE. STUDS @16' O.C. 18"LONG ICBO APROVED STRIP TIE AT 32"O.C.. ROOF RAFTERS WITH ICBO bb§--APPROVED HANGERS. REFER I ToI FOR CONVENCIONAL HANDOUT K LIGHT -FRAME CONSTRUCTION D-8 I \\ � FOR EXTERIOR WALL FINISH. 5/8"OxI0"ANCHOR BOLT 4! OC MAX. D tiR PRESSURE TREATER M10SLIDE. 'SH kDE\ 6' M14. f UNDISTURBED12" MIN COMPACT NATURAL GRADE. 4/12 5-16d. ",—COLUMN CAP X4 STUDS 16"O.C. 4X4 POSTS WITH 77I62A 2X4 MUDSILL 66TIG/SEF DETAIL. NEW STUCCO relmom SCALE =1/4"=1'0" APPLICABLE BUILDING STANDARDS: L-2001 CALIFORNIA BUILDING CODE (CBC) 2.-SANTA ANA MUNICIPAL, CODE (SAMC). EXISTING WALLS. - -- - ------- DEMOLITION AREA. NEW WALL. YARD=6250 SQ. CONST.=108Y SQ. I 1#1110111 MGM I. -OWNER TO FILL IN BOXES AND PROVIDE 2 COPIES OF PLOT PLAN. 2.-MINIMUM 3-1/2" THICK CONCRETE SLAB WITH CONTINUOUS FOOTING.CONCRETE STRENGTH: 2500 PSI MIN. 3.-PROVIDE 5/8" 0 x 10" ANCHOR DOLTS WITH PLATE WASHERS A MINIMUM 2"x 2"x3/16" THICK @ 4" O.C. & WITHIN 12"OF CORNERS & SPLICES, EMBEDDED 7" MIMIMUM INTO CONCRETE. 4.- UFER GROUND IS REQUIRED. REFER TO HANDOUT C -10. 5.- FRAMING LUMBER: DOUGLAS FIR NO.2 OR BETTER, 6.- RIDGE RAFTERS 2" DEEPER THAN COMMON RAFTERS. RIDGE MUST BE DESIGNED AS A LOAD BEARING MEMBER IF ROOF PITCH IS LEES THAN 3:12. 7.-PROVIDE Vx 8" DIAG. LET IN BRACE IN EACH WALL AT CORNERS. 8.- ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING. ETC, SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADEMARK. 9.- SEPARATE PERMITS REQUIRED ON ALL PLUMBLING AND ELECTRICAL WORK. (MINIMUM ONE LIGHT SWITCH AND ONE OUTLET REQUIRED. 10.- WHEN AN EXTERIOR DOOR IS PROVIDED, AN EXTERIOR LIGHT FIXTURE IS REQUIRED. I I. -ALL I 10 VOLT GENERAL USE OUTLETS MUST BE ON A GROUND FAULT INTERRUPTER (GFI) PROTECTOR. 12.- ALL EXTERIOR DOORS MUST COMPLY WITH SAMC SECURITY ORDINANCE. PROPERTY LINE MUST BE ASSUMED BETWEEN BUILDINGS ON THE SAME SITE FOR EXTER R LAN P AND OVERHANG REQUIREMENTS. Newport Draft Service 1. 234 E. 17th St. Suite 208 Costa Mesa CA 92628 4— % Phone: (949) 574-5238 - (949) 574-5627 Arturo Garcia v. (Owner) jOSE CRUZ DELGADO 2064 S. Evergreen St. Santa Ana, CA., 92707 (714) 540-2056 PROJECT 1 ST FLOOR ADDITION 2 bedrooms, I bathroom, walking closet, and laundry room. 0 0 2064 S. Evergreen St. Santa Ana, CA., 92707 TRACK 743.00 LOT 30 PARCEL 0 14-112-42 ® 1 0 o SYMBOLS AND LEYENDS DEMOLITION EXISTING ADDITION L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 3 -2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. 0 0 These drawings and specifications are the sole property and copyright of Newport Draft Service, owner Arturo Garcia V., Architect, and shall not be used on any other work except by written agreement with the Architect. Written dimensions shall supersede scaled dimensions and shall be verified on the jobsite. Any discrepancies shall be inmediately brought to the attention of the Architect prior to the commencement of any work. Newport Draft Service, owner Arturo Garcia V., Architect. CONT. PROPOSED GARAGE FLOOR PLAN PROPOSED GARAGE FOUNDATION PLAN PROPOSED GARAGE ROOF FRAMING PLAN 05/20/05 DATE SCALE: 1/4" = l' SCALE SG-2