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HomeMy WebLinkAbout10147049.pdf6' 20'-1" Maio 36-5" 24' 9" 11 69 20 21'4" 2T-8" 24'-7" * 32'J' * 12'-2" r— 69' SCALE 1/8" = F- 0" son Mills go ■■n ii s ■■ 1111'1 MENl��l . ■■ ■■ EXISTING FRONT ELEVATION SCALE 1/8" = F- 0" 6' I 120'-1 " 40'-3" 6,_2„ 24'-9" — — 2a — — — — — Existing 69 36-8" — — —— — PROP. LINE — Existing — — — GARDEN 12'-4" — — 6, 1 6, GARDEN I 20? Li 21'4" 27'-8" I I I Existing I I E.Lgi.g PATIO 27-10" 27-1( GARAGE ( 20'T' 1 20'-1" Existing I 21'-10" DRIVEWAY I I w�M C7 ca 1 Existing GARDEN :�?26-5" I 9'-4" I Existing PATIO Existing ENCLOSED I PATIO 14' _3" I 4 '1 _" (Nl E Exis[mq iFl.9+.6c9 SL W. PATIO I r`l a. Q E&D 1 a a. l AC Existing BEDROOM 1i NEW AREA 10 11' 6" 24' • wzi W" iM1010l� I� t!� ��/ '' '' •� " �%� li %r ll / +i���i�� l +� ExistingBEDROOM �• �`.JI� �Illf_r111�11�_I_ll�lyl�i%%/ WALK —, \ 29 \ Existing \ GARDEN �la PROP. LINE - 69' Existing WALK Existing GARDEN TROPOSELD FLOOR PLAN i IL EXISTING R1. = 1,197.18 SQ.F. EXISTING GARAGE = 428.44 SQ.F. PROPOSED ADDITION = 575.71 SQ.F. TOTAL CONST. = 2,201.33 SQ.F. EXISTING LAND = 6,768.87 SQ.F. COVERAGE = 32.51 % 2a -- — 12— I 2a I I I I !*41an GARDEN _ DRIVEWAY PROP. i1 23'-4" -{ j-4s,_11„ PATIO I 21 I t— -- ---------I jI 12,4„ F--- GARMN � 27' 9'-a" 1 -I PAITO t---1 a—,- f a,c ;►m ' PATLG T`is I rJ ---- 26,4111 y k a �f wI - - - @ 1 a /DNV DN. AC NEW AREA �460.59 SQ.F. / m m L h 99 x1 34'-3" � 6� rsd ofs„,'��sa�� eta ... . .,...._. .._ " ..��,.,... �c,.s �i� 44 1 / 8_711 A� 4s ai�� �@411L SOT S c ( V SLOPE ORAIE DRAIN' EA 18 -4 I L G115.12 SQ.F. 5 �(S L L/ J 13,_51 17,_2, 16-2"::�W 12,_9, 12' 2" ..�ffi— �_- �...�. 1 49 6 _ ... _ �..... .......:..........:.:.:»��_a._ . WALK GARDEN c�.t� v� f wy 1/ 18'-8" \ 20? .ems 1 GARDEN y \ —. — PROP. LM 13'-5" 17'-10" 181_3" —--10'-10"� ... 6S' l 1413 W. SANTA CLARA, SANTA ANA, CA., 92706 SITE PLAN SCALE 1/16" = F- 0" yu. -1, 'n, NOTES: A).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER. B).- VERTICAL LUMBER TO BE STD OR BETTER. C).- SILLS SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. D).- PLUMBING WALL TO BE 2X6 STUDS. E).-ROOF SHEETING TO BE 1/2"CDX PLYWOOD W/8d@6",6"&12"O.C. (PI)BN. EN. F.N. F),- CONCRETE TO BE 2500 PSI Fc' AT 28 DAYS. H).-ALL EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING SFD. I).- PROVIDE 20'-L UFFR GROUNDING ROD. �-i PROVIDE ATTIC VENTILATION EQUAL TO 11150 - OF AREA TO BE VENTED 1.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE C ,\ UNIT.SECTION 310.9.1. - HARD -WIRED SMOKE ALARMS EQUIPPED WITH - "� BATTERY BACKUP.@ NEW BEDROOM (IF ANY) ALL ELECTRICAL SHALL COMPLY WITH 2O01 N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR. SINGLE LINE - DIAGRAM, PANEL SCHEDULES AND LOAD CALC - FOR ELECTRICAL SYSTEMS .:................ .❖.❖.❖.•O.❖o.•00:' i L-2001 CALIFORNIA ENERGY CODE (TIT'LE24, 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, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. 4:-ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. . 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. 6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%,1% ELSEWHERE: DRAIN TO STREET. 8.- WALL COVERINGS IN TUBS WITH SHOWERS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70°' ABOVE DRAIN AT TUB W/SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE CABLED CATAGORY II. 9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH - 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 Nit ONCOMBUSTIBLE ' MATERIALS IF THEY PROJECT INTO THE 30 SETBACK AREA FROM THE PROPERTY LINE EAVES SHALL BE 2'-0" MIN. FROM - THE PROPERTY LINES. ( UBC 503.2.1 AND 705) O II z>Z H a awa u Ox O o OO w II H a a a O W W O W E- � a ra V) U 00 b a� V1 � U gg � t � as t`^ t 00 OVJ o0 a$ w � rn 0 �cn W o a z Iltlllt'111 ON 'IfItllllI s 99 6 36-5' 69' 2(7 21'-4" 27'-�8" I 24'-7' 1 32'-3" 1 12'-2" EXISTING FLOOR PLAN EXISTING FRONT ELEVATION SCALE 1/8" = F- 0" 40'1-3" 9 1 91 6- 211 36'-8' 12'-4" ----------- PROP, LINE Existing Existing GARDEN 6' 6' GARDEN, 20 21'-4" 27'4" 1 20' -1 20'-1 21'-10" DRIVEWAY Existing T GARDEN L4 O Ile a. Existing PATIO GARAGE 11 26-5" 1 —_ 9'-4" F.utms Exilin PATIO ENCLOSED PATIO NEW AREA 20'-5" 460.59 SQR 46" -5 WWI r AAA. ME i F4jD. Eristnig BEDROOM E&D. E& D LIVING CL. ROOM C L Y (N) r'itmgl9 I 1 2 WC T-8" HALL Existing I NEW N— N4.D. N- HALL DINNING HALL ROOM (", -C- Fu'14.8 BEDROOM 4' -9 34'-7" 12'-2" — 46-10" 24'AT 24 k 2CY Existing GARDEN Y-1 il`�lulk u VJL_4, I FILAINNTI- T%p , tqb:ljG­JX DISRCR, AC—PONT TYP E: Lardscape Kum, PLA� NEW 77 ld­ct /c 1"RANSFERRED, L­V�-­_ PLAMMING FINAL RE FIRED - YEP N,0 CONTACT PHONE (714) 667-2700 T it 01, PROP. LINE —46-10"- 69' 7 11 00 01 pq ud P"IDUONPOSFE-D FLOOR PLAN SCALE 1/8" = I I- off EXISTING Rl. = 1,197.18 SQ.F. EXISTING GARAGE = 428.44 SQ.F. PROPOSED ADDITION = 575.71 SQ.F. TOTAL CONST. = 2,201.33 SQ.F. COVERAGE= 32.51% 14'-3" 3'-6" .1011 1 99 .m 1.-2001 CALIFORNIA ENERGY CODE (TITLE24, 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) I ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT, 1413 W. SANTA CLARA, SANTA ANA, CA., 92706 SITE PLAN SCALE 1/16" = F- 0" A).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER. B).- VERTICAL LUMBER TO BE STD OR BETTER. C).- SILLS SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. D).- PLUMBING WALL TO BE 2X6 STUDS. E).-ROOF SHEETING TO BE 1/2"CDX PLYWOOD W/8d@6",6"&12"0.C. (PI)BN. EN. F.N. F).- CONCRETE TO BE 2500 PSI Fc'AT 28 DAYS. H).-ALL EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING SFD. I).- PROVIDE 20'-L UFFR GROUNDING ROD. J),- PROVIDE ATTIC VENTILATION EQUAL TO 11150 OF AREA TO BE VENTED I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE 0 UNIT.SECTION 31.0.9.1. Sl_'p ?005 HARD -WIRED SMOKE ALARMS EQUIPPED WITH - Glibi of 8;anta Ana BATTERY BACKUP.@ NEW BEDROOM (IF ANY) 2: -ALL ELECTRICAL SHALL COMPLY WITH 2001. N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR. SINGLE LINE - DIAGRAM, PANEL SCHEDULES AND LOAD CALC - FOR ELECTRICAL SYSTEMS. 4:-ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. 5.-ALL SCREENED PANELS SHALL BE REMOVABLE, 6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%, 1 % ELSEWHERE: DRAIN TO STREET. 8.- WALL COVERINGS IN TUBS WITH SHOWERS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70" ABOVE DRAIN AT TUB W/SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABLED CATAGORY 11. 9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH - 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 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) II Z 14 II z u C) ■ V u z DATE 09/30/04 A.� 1, I of 4 EXISTING FRONT ELEVATION EXISTING COMP. SHINGLES EXISTING STUCCO =,XISTrNGGLES EXISTING COMP. SHINGLES 71- 1 111 SCALE 1 /4" = V- 0" EXISTING COMP. SHINGLES 12 3 F EXISTING COMP. SHINGLES 'I MISS Igo mr1lomm's 111 EXISTING STUCCO S TM u EFT E EAIRON SCALE 1/4" = F- 0" EXISTING RIGHT ELEVATION EXISTING STUCCO EXISTING COMP. SHINGLES I T-4" a) V =n N �Ni ¢ d � O a � � N Rv� JOIN- Io�Jee°J IJe ■ 8 o � � M 00 w - N N � d U M DATE 09/30/04 A-2 2 of 4 EXIT DOORS MAY HAVE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, AND MUST BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND MUST BE MOUNTED NO HIGHER THAN 48" ABOVE THE FINISHED FLOOR. (1003.3.1.8) 460 300 = 1.6 SF REQ'D. 'UPPER 3 OF ATTIC. z EA VE LANE. SCREENED VENTS @ EA. 3rd JOIST SPACE. •D-WIRED SMOKE ALARMS EQUIPPED WITH - BATTERY LOW -FLOW TOILETS (1.6 al/flush), shower heads (2.5 gpm ) AND FAUCETS �2.2 gpm.) EXHAUST FAN 5 AC/ HR MIN INTERIOR FINISH: z" 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 SHALL BE 2'-0" MIN. FROM - THE PROPERTY LINES. (UBC 503.2.1 AND 705) THERE SHOULD BE A FLOOR LANDING ON EACH SIDE OF A DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ONE -INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNIT HORIZONTAL (2% SLOPE). A DOOR MAY OPEN AT A LANDING THAT IS NOT MORE 7/2" LOWER THAN THE FLOOR LEVEL PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING. SCREEN DOORS AND STORM DOORS MAY SWING OVER STAIRS, STEPS OR LANDINGS. Q, V 71 cv cif ■o q�hry` w O' 6 Ln CJ1 M . �-+ d ,( o N 00 0-0 a W W a � o N � � U s M d' " 09/30/04 1 3 of 4 EXPOSED RAFTER TAILS TO MATCH EXISTING IN SIZE, DESIGN, MATERIAL AND FINISH. 13'-411 101-1.111 New EXISTING COMP. SHINGLES 12174" t Emw CCG STING 61-7t1 we] EXISTING SIDING (N) rEW COMP. SHINGLES TO MATCH EXISTING SCREENED VENTS @ EA. 3rd JOIST SPACE. VENTS TO BE TO COVERED WITH 1/4" CORROSION RESISTANT METAL MESH. ALL EXTERIOR FINISHES TO NEW MATCH EXISTING MATERIALS AND WINDOWS (E) NG COMP SHINGLES (\ I I COMP. SHINGLES EXISTING �— STUCCO NEW COMP. SHINGLES New CRAWL SPACE EXISTING COMP. SHINGLES IC 121-41t 99— 8 44 61-711 1 t l • e • • I 0191101411141IMPANIV109m r�rs�.w�r��������r���r �•Y�ri '��.�r��rrrr���w `fir_/���r_r��r. � �� • �•� T. {FINISHES TOMATCH EXISTING MATE �■�� t . AND W =NDOWS +.►3 :'tines~ �'� `'? rrs �rt:T•MT�r � *,%t• � '��y r� EXISTING COMP. SHINGLES m'10 Riiii I iii EXPOSED RAFTER TAILS TO MATCH EXISTING IN SIZE, DESIGN, MATERIAL AND FINISH. 13'-4" 11'-211 SCREENED VENTS @ EA. 3n1 JOIST SPACE. VENTS TO BE TO COVERED WITH 1/4" CORROSION RESISTANT METAL MESH. ALL EXTERIOR FINISHES TO EXIsrINc MATCH EXISTING EXISTING sTucco MATERIALS SIDING AND WINDOWS NEW COMP. SHINGLE TO MATCH EXISTING New CRAWL SPACE f—1 NEW STUCCO L—I (E) EXISTING STUCCO NEW COMP. SHINGLES TO MATCH EXISTING NEW STUCCO COMP, SHINGLES 131-4" New CRAWL SPACE 12 3 EXISTING STUCCO EXPOSED RAFTER TAILS TO MATCH EXISTING IN SIZE, DESIGN, MATERIAL AND FINISH. EXISTING SIDING EXISTING LANDING Rl('-i--4"H'--YT ELEVATION SCALE 1 /4" = 1 0" t EXISTING COMP. SHINGLES '/'- 11'1 EXISTING STUCCO COMP SHINGLES 12'-4" �0Ur. �WWw H x V H x � AAAA wwww �t F w Agaaoal DODO o p_� U 4 Cd � V v O 111f1�e� �tl r• I�IOIy`` 5y4w.,... .. Q H � � M DATE 09/30/04 A-4 4 of 4 ST 22 @ 48" O.C. 2x BLK'G 2x10 R.R @ 16" O.C. \ 2x12 RID( 2x10 R.R @ 16" O.C. 4x10 BEAM (N) ROOF SHEETING (E) ROOF SHEETING a2-2x4 @ 16" O.C. BALLOON FRAME WALL s 7/8" STUCCO OVER APPROVED LATH WITH 16 GAGE STAPLES @ 6" O.C. AT TOP & BOTTOM PLATES, EDGES OF SHEAR WALL AND FIELD TABEL 25-1 PROPOSED FRAMING PLAN- 4x10 BEAM B.N. (N) RF RFT / SOILD BLK'G A355 @ 32" O.C. R.R. NEW PLYWOOD. / Ad@16 /71 8d@6.- 2X6 BLK ' G 2x4 FLAT W/ 16 d @16 TO-BLK' G F 3/8 PLYWOOD. ALL. (E) SHYING tlJ L W /)4-Y LA -'ell LD 2X 6 R. R. @16 R.R.R. @ 16 o.c. p ,l ji }y RF SHT'G 2X 6 2X6 @16 �(N) CRIPPLE WALL TO NEW HIGHT (E) RIDGE ry F ij C N u 1 Gq'a �v d1t �r L- e �sa -ri ai r � tt33 3 i C 1 .. �:✓ bey i �^. ,i... Yi. ....-..4v. Ld ^..•.� _3- r... din. . NOT a11y pTova�i�M 3 01 9 4 �y RS .�zczem�T a raw ESSIp\ E " "_®7 d az z <CC Oa a H� A � �9 QQ zt E- a a a va 0.0", A r�) z au a W Wn cN U �Q� 3 0 �M 3 4 U � h o tV M DATE 09/30/04 S.1— I of 3 W vI s ROOF SHEATHING 2X10 16 d at 6" O.C. RIDGE (N)RR TO SLOPE BOARD 2 2X TOP (N)B.N. CALIF. FRAME - 2X CRIPPLE WALL 3/8" PLYWD W/8d@6-12 r 1A1 (N)E.N \ (E) CEILING FRAME CEILING )(\ SHAPPED SILL IL \\ ALT. BEAM STARTER BOARD IF USED FASCIA PER ARCH. EDGE NAIL` WALL SHEATHING WHERE OCCURS 2X BLOCKING BOUNDRY NAIL ROOF SHEATHING 2x4 OUTLOOKER AT 24" O.C. W/ 16d SINKER OR SHORT NAILS AT EACH END NOTCH 2X RAFTER (2) 16d SINKER OR SHORT END NAILS 2X RAFTER PER PLAN BLOCK TO PLATE 2X CONT. REFTER LAID ADJACENT TO WALL W/ 16D SINKERS OR SHORT NAILS AT 8" O.C. (U.N.0) STUD WALL 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 ICBO 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 THE 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) THREADED ROD (A301 STEEL) Da \ ° SIMPSON EPDXY -TIE EPDXY, c, INTALLED W/ INJECTOR TOOL NOTE: SPECIAL INSPECTION REQUIRED " NOTE: • '; W/ OR W/O COLD JOINT F'C = 2500psi (MIN.) U " (ICBO REPORT #4514) COLD JOINT @ " TWO POUR SYSTEM ° TG , HD ORIG. SPECIFIED REPLACEMENT HOLD DOWN THREADED ROD DIA. DRILL BIT DIAMETER EMBEDMENT LENTIL (le) ALOW. LOADS MPAHD HTT22 5/8" 3/4" 12" 39534 HPAHD22 HTT22 5/8" 3/4" 12" 3953# HTT22 HTT22 5/8" 3/4" 12" 37874 HD2A HTT22 5/8" 3/4" 12" 39539 HD5A HTT22 5/8" 3/4" 12" 3953# HD6A HD6A 7/8" V 12" 5100# HD8A HD8A 7/8" 1" 15" 7460# HDlOA HD10A 1" 11/8" 15" 9540# SIMPSON SET, 1 & 2 POUR - EXT. FTG. B.H. RF SHT'G 2X FULL DEPTH / BLK'G / / \ J RF FRAMG 4-16D @' 1 RAFTER LAP RIDGE BM PER PLAN NEW FRAMG EXIST'G FRAMG NEW LSTA 36 @ 48" O.C., E.N. 2x BLK'G @48" O.C. 2x OUTLOOKER (E) WALL FRAMG W/ EXIST'G FINISH (N) PLYWD # SHEAR (N) 2x BALLOON FRAME WALL FRAMG NOTE: EXIST'G FACIA AND OUTLOOKERS TO BE CUT BACK 7 EDGE NAIL (E.N.) SHEAR PANEL TO UPPER TOP PLT 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. RIDGE BEAM PER PLAN SIMPSON ST22 STRAP TO RAFTER OVER SHT'G. FULLY NAIL STRAP W/ 16d SINKER SHORT NAILS OR 1 Od COMMON NAILS ( EQUAL LENGTHS AT EACH SIDE OF RIDGE) (3) 16d SINKER NAILS EACH SIDE OF BEAM 2X KING POST 16d SINKER OR SHORT [NAILS AT 12" O.C. AT KING STUD TO POST r'ULL WIDTH POST NOTE: FULLY NAIL STRAP W/ 10d COMMON OR 16D SINKER OR SHORT NAILS JOIST OR RAFTER (3) 16d SINKER OR SHORT NAILS EACH END OF BLOCK 2X BLK'G SIMPSON "DTC" TRUSS CLIP AT 48" O.C. MAX. W/ (4) 8d IX PLATE W/ COMMON TO PLATE AND 2X PLATE (2) 8d COMMON TO JOIST OR RAFTER PARTITION 3/4" CLEAR NOTE: NAILS TO TRUSS ARE NOT TO BE DRIVEN TIGHT. JSTS OR RAFTERS PARALLEL TO NON - BRG WALL TRUSS MUST MOVE FREELY. INSTALL NAIL IN CENTER OF SLOT. JOIST OR RAFTER ix PI 2X PI STUDS AT JSTS OR RAFTERS PERP. TO NON - BRIG WALL 16 d AT 24 "MAX. LENGTH OF WALL WHEN NOTED ON PLANS —==�r=—=rr=—= 4'-0" MIN.LAP 3-16d NAILS SIMPSON "DTC" TRUSS CLIP AT 48" O.C. MAX. W/ (4) 8d COMMON TO PLATE AND (2) 8d COMMON TO JOIST OR RAFTER 3/4" CLEAR 2-16d/STUD PLICE OVER STUD. TY)\ 'w\.HEADEV SEE PLAN. PROVIDE SOLID FIRE BLKS. WHERE WALLS — EXCEED 10'0" HIGH *AT ALL CEILING* SOFFIT LINES. X4 STUD AND TRIMMER MIN. AT JAMES 2-d T.N. EA.SIDE STUD TO PLATE. 7" MIN./ \ \ HD SHOWN. INSTALL ON 4-1/2"MIN.9"MAX KING STUD OR POST W/ FROM SILL END. EMBEDMENT. 2X4 PRESSURE TREATED SILL EDGE NAILING. BOLT PLATE w/ ANCHOR BOLTS FOR HOLDOWN TO BE PER FDN. PLAN. INBOUND OF POST U.N.O. ON PLAN. 10 NAILS. FIELD NAIL —TRIMMER WHERE OCCURS .16dEND 2X SILLi SHEAR WALL SCHEDULE 1999 LABC A35 SILL BOLTING MA WALL TYPE FIRST FLOOR SILL NAILING SPACING WALLS AT UPPER STORIES V 5/8" @ 48" O.C. 16d @ 8" O.C. Ai 3/8" STRUCT 1 PLYWD W/ 8d 6" O.C. AT ALL EDGES ALLOW = 260 #/FT 24" V 5/8" 48" O.C. @ 16d 4" O.C. @ Q 3/8" STRUCT I PLYWD W/ 8d 4" O.C. AT ALL EDGES ALLOW = 350 #/FT 1$1+ 3/8" STRUCT 1 PLYWD W/ 8d (a, 3" O.C. AT ALL EDGES V " 518" @ 32" O.C. SIMP. SDS 33 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 490 #/FT 12" /4"X6-SCREWS 1@ 6" O.C. STRUCTURAL INSPECTION REQ'D. Q3,18" 4 STRUCT 1 PLYWD W/ 8d 0a 2" O.C. AT ALL EDGES V 3/4" @ 32" O.C. SIMP. SDS 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 640 #/FT 9" 1/4"X6-SCREWS 5" O.C. @ STRUCTURAL INSPECTION REQ'D. STRUCT 1 PLYWD W/ 10d (a, 2" O.C. AT ALL EDGES V -JOINTS 3/4" @ 24" O.C. SIMP. SDS ZL15/32" 3X SILL, 3X STUDS @ VERTICAL ALLOW = 970 #/FT $" 1/4"X6-SCREWS 4" O.C. @ STRUCTURAL INSPECTION REQ'D. NOTES: O ALL EDGES OF PLYWOOD SHEAR WALLS MUST BE O ALL INTERIOR NON BEARING & NON SHEAR- 12 ALL A.B.'S TO HAVE MIN. 7" EMBEDMENT, BLOCKED WITH MIN. 2X SOLID BLOCKING. WALLS MAY BE ATTACHED TO CONCRETE SLAB 7 BOLT DIAMETER END DISTANCE, PLATE WITH 5/8" X10" A.B. @ 48" WASHERS PER TABLE BELOW O 2 FRAMING AT ADJOINING PANEL EDGES SHALL THERE SHALL BE A MIN. OF 2 BE 3-INCH NOMINAL OR WIDER & NAILS © STUDS SHALL BE SPACED MAXIMUM OF 16" O.C. BOLTS PER PIECE WITH ONE BOLT LOCATED SHALL BE STAGGERED. O7 WALLS MALLOW WITHIN 12" OF EACH END OF EACH PIECE �3 WHERE PLYWOOD IS APPLIED ON BOTH FACES OF WITHIN > 300#/FT REQUIRE STRUCTURAL OBSERVATION BOLT WASHER A WALL AND NAIL SPACING IS IS LESS THAN 6 5!8" DIA. 2-1/2 X 2-1/2 X 1/4 1/16 INCHES ON CENTER ON EITHER SIDE, PANEL ® LENGTHS SHOWN ON THE PLANS ARE MINIMUM 3/4" DIA. 2-3/2 X 2-3/2 X 3/4" JOINTS SHALL BE OFFSET TO FALL ON LENGTHS / " DI DIA. 3 X3 X 3/8 DIFFERENT FRAMING MEMBERS OR FRAMING 3-1/2 X 3-1/2 X 3!8 SHALL BE 3-INCH NOMINAL OR THICKER AND O9 PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT REST NAILS ON EACH SIDE SHALL BE STAGGED A35, SILL NAILING AND A.B. SHOULD BE DOUBLE. ON CONCRETE OR MASONRY 13 ALL CONTINUOUS EXTERIOR FOOTING TO HAVE ® NAIL SPACING ALONG INTERMEDIATE SUPPORTS 0PLYWD. 0 BOUNDARY & EDGE NAILING SHALL HAVE 1/2" EDGE DISTANCE 5/8" X 10" A.B.'S @48" O.C. UNLESS NOTED OTHERWISE (FIELD NAILED) 12" O.C. O USE STAGGERED NAILS WHERE NAIL SPACING IS 14 ALL NAILS TO BE COMMON NAIL 3" OR LESS 19 ALL BOLT HOLES TO BE DRILLED 1/32" MIN. TO 1/16" MAX. OVERSIZE STARTER BOARD JOINT (IF USED PER ARCHITECTURAL) 2X FULL DEPTH BLOCKING EDGE NAIL SHEATHING TO --� UPPER PLATE IF SPACE ALLOWS, ELSE EDGE NAIL TO LOWER PLATE AND NAIL TOP PLATES W/ 16d SINKER OR SHORT NAILS AT 6" O.C. (N) 2X4 WALL B.N. 7 PLYWD SHEAR WALL PER PLAN #4 DOWEL E.N. A32" O.C. 5" CONC. SLAB (SEE PLAN) Sx ROOF RAFTERS SIMPSON HI @ 24" O.C. U.N.O. NAIL W/ (6) 8d JOIST HANGER NAIL TO RAFTER AND (4) 8d JOIST HANGER NAILS TO PLATES. (SHOWN INSTALLED ON INSIDE, MAY BE INSTALLED ON OUTSIDE) \ / WALL SHEATHING PER PLAN C 6 MILL VISQUEEN SANDWICH BTWN 2" 12" MIN. OF SAND @ TOP I & BOTTOM #4 DOWEL X 16" 7� 12" �, \ @ 32" O.C. W/SDvIPSON 6++ (N) CONC. FT G "SET" EPDXY EM3 1 2 BAYS EA. SIDE J1� \� 1Z/�1I WINDOW OPENING1 1 I I WX4 HEADER EDGE NAIL F NOT LOCATED IN XISTING STUD BAY) SIMPSON CS 16 U.N.O. AT HEADER AND SILL TO 1 BLOCKING (TYP. 2 PLACES) NAIL STRAP W/ 8d COMMON NAILS AT 4" O.C. 2X4 FLAT BLOCKING W/ EDGE NAIL 2X WINDOW SILL W/ EDGE NAIL O — SHEAR MAT'L SEE PLAN SHEAR WALL OPENING (APPLY ABOVE AND BELOW OPENING) 2 TRIMMER PER PLAN KING STUD PER PLAN BALANCE OF STRAP 1 2'-0" STRAP OVER WALL SHEAR MAT'L SEE PLAN — DOUBLE TOP PLATE HEADER PER PLAN — END WALL 4X6 BLOCKING (aSTRAP EDGE NAIL WAft SHT'G TO BLOCKING OR NAIL STRAP OVER SHEATING SIMPSON CS 16 STRAP FULLY NAIL STRAP W/ 16d SINKERS OR IOd COMMON NAILS OVER PLYWD ---STUDS DRAG TO WALL 3 " MIN. BIRD'S -MOUTH CUT NAILING SCHEDULE Common or Box nails shall be used except where otherwise stated. 1. 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, face -nail 16d at 24" o.c. 3. Top Plate doubled typical face -nail 16d at 16" o.c. Lap splice of doubled plate 8-ld 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) Subfloor, roof & wall sheathing (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" - V: 8d comon or deformed shank 1 1/8" - 1 1/4": 8d comon or 10d deformed shank GENERAL NOTES 1) Work must comply with the current California Building code, National Electric Code, Uniform Plumbing code, Uniform Mechanical Code and City of Anaheim amendments. 2) All materials and fixtures are to be listed by an approved testing agency. 3) Roofing materials to be rated "Class B" minimum, except South of #91 and East of #55 Freeways which shall be rated "Class A". Minimum pitch of a roof is 1/4 inch per foot. 4) Lumber: a) Use Douglas Fir construction grade # 1 for 6 x and larger members and D.F. #2 for all 4 x and smaller members. b) All lumber in contact with concrete or masonry shall be pressure -treated or wood with natural resistance to decay. c) Rafter ties 4' on center required immediatly above ceiling joists when rafters and ceiling joists are not parallel. d) Plywood edges of subfloor shall have tongue and groove or solid blocking at edges. 5) Light and Ventilation: a) Rooms used for living, sleeping, eating or cooking shall be provided with natural light equal to one -tenth of the floor area with a minimum of 10 square feet. b) Rooms used for living, sleeping, eating or cooking shall be provided with natural ventilation eual to one -twentieth of the floor area with a minimum of 5 sq. ft. c) Bathrooms, laundry and simsilar rooms shall have natural ventilation not less than 1/20 of the floor area or 1.5 sq. ft. minimum, or provide mechanical ventilation with a minimum of 5 air changes per hour. d) Each bedroom SHALL have means of egrees in case of emergency that opens DIRECTLY to an open yard. The minimum net clear area of the window opening shall be 5.7 sq. ft. with a minimum width of 20" and a minimum height of 24". The sill of this window shall not exceed 44" from floor. An exterior door will comply. 6) Every dwelling room shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees at any point 3 feet above the floor. 7) A door is NOT permitted from a garage to a bedroom. 8) All exterior doors shall have a switch and exterior light. 9) Smoke detectors are required in each sleeping room and in the area giving access to the slepping rooms. 10) When applying stucco over plywood, the moisture barrier shall consist of 2 layers of Grade D paper minimum. � U � z � �xo I� > It �C/d W V�� w a a 00 � N 00 II 00 �Q 0 o W Co O F" W �? a cV � U � M DATE 09/30/04 S-2- 2 ®f 3 X #4 DOWELS (N) F(E) 1 2 3 @ 24" O.C. . „°• 3 4 ............... @ (N) PLYWD SHEAR 4 2" MIN. PER PLAN '' COLD JOINT SILL NAIL 12" M� HOLE FOR EPDXY 5 2 Q DOWEL NEW ° ¢• INJECTION a (E) FLR SHEAT'G REINFORCING INTO t EXISTING FOUNDATION/SLAB , XCONT. RIM JST E (E) FLR JST O @- // ( ) 5 �- (E) P.T. SILL PLATE NEwFooTING 1 1 Z O F- e ALT. CONDITION z SIMPSONFAB �-E.N. •i� "a`. 6 4------------ (N)--- -- W/ (2) 1/2" Qj x5" TITEN BOLTS— EXISTINGFOOTING t ' 'f' 95 DOWELS x 24" L. �� i DRILLED 6" INTO @ 16 O.C. ALIGN SOT. lElEXISTING DOOTING & MIN. 3 UNDR SHEAR WALL a OF FOOTINGS —III—III —I I EPDXY GROUNTED. 1 (E) FINISH GRADE SIMPSON SET HIGH STRENGTH EPDXY INTO SOLID CONCRETE: O UNSUPPORTED EDGES TO BE BLOCKED W/ FLAT 2x4 Z 4 �e A. ADHESIVE SHALL BE SIMPSON SET HIGH STRENGTH EPDXY MANUFACTURED BY SIMPSON STRONG -TIE, E.N. CALLED FOR ON PLAN, B.N. PLY TO BLOCKING O 4 •„ , : ', n PLEASTON, CALIFORNIA (ICBO REPORT #5279, LA CITY #RR25279) i/] " U (E) CONT. FT G B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS O EDGE NAILING (E.N.) AND IN ACCORDANCE WITH THE ICBO REPORT. W W N C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AIR OR 1 3 NAILING (B.N.) H E- A BLOWOUT BULB. THE MINIMUM SETTING TIME SHALL BE ONE HOUR THE ANCHOR IS NOT TO BE I • 2X RAFTER O DISTURBED DURING THIS CRITICAL SETTING TIME. 2. PLYWD ROOF SHTG. D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE CERAMIC ® FIELD NAILING (FN.) 12° @ RF ANF FLR 6 EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH'AHILE SLOWLY WITH DRAWING THE NOZZLE. 3. 1 X CONT. W/ 16 D NAILS @ 8�� O.CO. w INSERT THE ROD BY HAND TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING MOTION. 4. BOT rAri1RIT NA� ® STAGGERED SHEETING ��/ V % ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL VOIDS lJ 1 V it F 1 ! 1 5 AND CREVICES. 5. 2X BLKG W/PLYWD E.N O x O E. SPECIAL INSPECTION (REGISTERED DEPUTY INSPECTION NEED NOT BE PROVIDED. 6, ZX CONT. W/16 d'S @, 8" O.C. SHEETING LAYOUT cn rx FROM BELOW 5 N 4-4 16 d6"MAX. � � U 100 LENGTH OF WALL WHEN @ 4'-0" MIN.LAP POST PER PLAN (N) WALL FRAM'G 16d @6" O.C. NOTED ON PLANS 2-16d/STUD TYP. O NEW PLYWD PER PLAN D�� 2'-0" MIN. SPLICE OVER STUD. O HD PER PLAN NOTES: 1/2" GAP B.N. EDGE NAIL (E.N.) SHEAR 16d @ 6" O.C. PANEL TO UPPER TOP PLT. _ _ ____________ _____ O O (E) FLR SHT' I SEAT PER SCHED. AT HD SILL NAIL rr-- ��-- Lai- (N)B.N. 12 I ii 16D (N) FLR SHT 6" O.C. 2. BOLT HD TO POST PER (E) TOP PLATE I ' BELOW BLOCK SCHED. PROVIDE STD. CUT (N) A35 @ 24" O.C. BM PER PLAN � � i I I i t i 3-16d END - E.N. SHEAR WALL INDICATED i i ' I i I i NAILS. HEADER SE - WASHERS ON OPP. SIDE 2x CONT. BY OON PLAN - REFER PLAN. W/l/4SDSx5" TO SHEAR WALL SCHED. i i i i FIELD NAIL 3. ROD MAY BE M.B. W/ (E) FLR JST HEAVY HEX HEAD OR ALL TRIMMER WHERE i i i i i t i OCCURS __ PROVIDE SOLID FIRE G -- BLKS. WHERE WALLS •,;', ; . THREAD ROD W/ DBL. ST6624 FULLY NAILED ---- EXCEED 10'0" HIGH a P' (N) SIMPSON HFA6 KING STUD OR POST PLAN. i i i i i Q ROD PER SCHER LOCK NUTS PER SCHED. (N) FLR JST 36" O.C. EDGE NAIL (E.N.) SHEAR i i i i i i i 2-16d END 2X SILL AT ALL CEILING ° W/U-HANGER 18" MIN. W/2- 1/2" 0 x5 PANEL TO POST. i i i I NAILS. a• I' a w SOFFIT LINES. Q W TITEN BOLTS @ (N) LEDGER ' ;,.;° ''��,'; •, ;' FOOTING m a d (E) F.G. _ i li it ii i :•°.'•,.. a (N) F.G. (� @�— X4 STUD AND TRIMMER z/] M IN. AT JAMES POST SHOWN WITH STRAP - pp O� 2x LEDGER °, '• 4 i i i i i i i i " , •"' o W/2- 1/4"x5 SDS 1/ ' . •' EDGE NAIL (E.N.) SHEAR i i i I ; i I i 2- T.N. O LIDE r < , O� STUD TO PLATE.r 7" 1 SIMPSON SCREWS (E) CONT. FT 4 O.C. (E) WALL FRAM'G PANEL TO BOTTOM PLATE. "' ""' HD SHOWN. INSTALL ON KING STUD OR POST W/ 7" MIN. 2X4 PRESSURE TREATED SILL EDGE NAILING. BOLT EMBEDMENT. PLATE w/ ANCHOR BOLTS FOR HOLDOWN TO BE LOWER SILL I" PER FDN. PLAN. INBOUND OF POST U.N.O. ON PLAN. HOLD DOWN SSTB BOLT BOLT 0 LENGTH MIN. EM D. le HD SEAT WASHER �\ W U Z W f� CG II W Z C) �--� (� �--1 Q Q (~ Z O u 4-1/2"MIN.9"MAX FROM SILL END. _ _ HTT22 SSTB20 5/8" 21" 16" NONE D2A SSTBI 5/8" 17" 12" NONE D5A SSTB20 5/8" 21" 16" 5/8" STD.CUT HD6A SSTB28 7/8" 29" 24" NONE HD8A SSTB28 7/8" 2911 24" NONE HD10A SSTB28 _ _ 7/811 _ 29" 4" NONE 1- 10 W SET W CS 16X36" A35 @EACH (E) WALL FRAME @ 48" O.C. END OF RR RAFTER ~ (N) PLYWD SHEAR A. ADHESIVE SHALL BE SIMPSON EPDXY -TIE SET EPDXY MANUFACTURED BY SIMPSON A35 @ RF RAFTER TO STRONG -TIE, INC. PLEASANTON, CA. (ICBO #5279) E.N. CEILING TIE TYP. B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND (N) FLR SHT'G IN ACCORDANCE WITH THE ICBO REPORT. B.N. / 2X BLK W/A35 h�l / @24" O.C. C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AIR 2X 10 OR A BLOWOUT BULB. THE MINIMUM SETTING TIME SHALL BE 16 HOURS. THE ANCHOR IS NOT TO 2x BLK'G W/3- 1 Od RIDGE B.N. BE DISTURBED DURING THIS SETTING TIME. l BOARD D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE @FLR SHT S CEILINGTIE SET EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH WHILE SLOWLY WITHDRAWING THE @ 4811 O.C. E.N. fT� 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. (N) A35 @ 8" O.C. AT EACH END ' p ' (N) 2x8 W/2- SDS 1/4x5" @ 8" O.C. E. INSTALLER TO LOCATE & KEEP A MINIMUM OF 1" CLEAR OF POST TENSION CABLES, IF OCCURS. TO (E) FRAM'G AS SHOWN / ' TO (E) RIM JST (STAGGER) F. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR REGISTERED DEPUTY INSPECTOR). THE SIMPSON UFPIO @ 16" O.C./ SHEAR WALL INSPECTOR SHALL HAVE A VALID CERTIFICATE OF REGISTRATION OR LICENSE ISSUED BY THE <• PER PLAN BUILDING OFFICIAL. THE INSPECTOR SHALL OBSERVE THE WORK OF THE CONTRACTOR DURING W/ (2) 1/2" 0 x4 TITEN BOLTS THE INSTALLATION OF THE CHEMICAL ANCHORS FOR CONFORMATION WITH THE APPLICABLE ICBO REPORT, THE MANUFACTURER'S RECOMMENDATIONS, AND THE APPLICABLE WORKMANSHIP (E) GRADE Ml a - - (N) FINISH GRADE PROVISIONS OF THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. ALL o4 DISCREPANCIES IN THE WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ? ° ' (E) CONT. FT'G CONTRACTOR FOR CORRECTION, THEN IF UN -CORRECTED, TO THE BUILDING OFFICIAL, ° ARCHITECT, AND STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL M--1 SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE �1 BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION Y�I DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE BUILDING CODE TO THE Q BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. INSPECTION OF WORK BY A SPECIAL INSPECTOR SHALL NOT RELIEVE THE CONTRACTOR OF ANY INSPECTIONS BY THE 19 3 BUILDING OFFICIAL. EXIST'G NEW FRAME FRAME Pos'rPERPLAN — BEND @ EMBEDMENT LINE AFTER RESIN 2x4 OUTLOOKER 4 SETS A MIN. OF 16 HOURS. 2x4 OUTLOOKER EXIST'G NEW (NO BEND REQ'D WHEN INSTALLING @ 24„ O.C. 24" O.C. 2x BLK'G HD PER PLAN x @ 2x4 @ 16" O.C. FRAME FRAME F" 12 IN CENTER OF FOOTING) B.N. W/3- I Od WALL FRM G 2X4 STUD O (E) FLR SHT' Z @FLR SHT'S 1 AP W/ 1/2" o SIMPSON "CNw"' a THREADED ROD (A301 STEEL) B.N. @48" O.C. X5" LAG �/ 2-16d FLR JST 16d 6" O.C. PLYWD SHEAR @ 8" O.C. �/ BELOW POosr ALT FLR U'N' WALL PER PLAN FRAM'G �s)FLRJsr SIMPSON EPDXY -TIE EPDXY, B•N• RIM JST N INTALLED W/ INJECTOR TOOL y y / •' • ` THREADED ROD W/ SIMPSON A I I A I / W/A35 @ 24" O.C. ,1 °e EPDXY -TIE ET/SET NOTE: SHEAR WALL/ SPECIAL INSPECTION REQUIRED PER PLAN E.N. 2x P.T. SILL PLATE STEM NOTE: 1 - #4 • �. W/ 5/8" Qj 1211 A -A W/ OR W/O COLD JOINT F'C = 2500psi (MIN.) ' CONT. — — @ 48" O.C. U.N.C. A -A (ICBO REPORT 94514) 18 MIN. @24 O.C. OTOP VIEW ° 6" STEM UA � 5 M (N) SILL — — — ° In 18" MIN. (E) F7s A A l k 20 7 (E) FT" a 611 / 3" V CLR PROVIDE 3-1/2"x 10" OPENING SEE PLAN 1 - 44 CONT. DATE W/SCREEN 48" O.C. IN THE 09/30/04 CONT. RIM 12 - =`-3 S 14 (� 13 z� '��t' 3 oflu 3 ,. fir;- HD ORIG. SPECIFIED REPLACEMENT HOLD DOWN THREADED ROD DIA. DRILL BIT DIAMETER EMBEDMENT LENTH (le) ALOW. LOADS MPAHD HTT22 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" 3/41' 1211 3953# HD6A HD6A 7/8" V 12" 5100# HD8A HD8A 7/8" 1" 15" 74604 HD10A HDIOA V 11/8" 15" 9540# • • • MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with an asterisk *) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents; or on this checklist only. Instructions: Check or initial applicable boxes when completed or, enter N/A if not Applicable. DESCRIPTION _ DESIGNER - ENFORCEMENT Building Envelope Measures: "+ 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X * 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X �c 150(d): Minimum R-19 raised floor insulation in framed floors. X -- _ 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate �- no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration 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. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only, N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 1500): 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 grater, 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation, 4. All buried or exposed piping insulated in recirculating sections of hot water system, 5. Cooling system piping below 55 degrees insulated, 6. Piping insulated between heating source and indirect hot water tank. X 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 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 U1181B . If mastic or tape is used to seal openings greater than 1 /4 inch, the combination of mastic and either mesh or tope shall be used. Building covr ies 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 addhesive duct tapes unless such tape is used in combination with mastic and drawbands, 2. Exhaust fan systems have backdraft or automatic dampers, 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. X 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light, 2. System is installed with: a, At Feast 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. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 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 alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X c14.8 General Requirements c15.8.1 Notes to be placed on the plans: c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device, c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification, CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1, CF-I R Project Titte..,,,,,,.. Proposed Estrada Res --Date, W11/01/04-12,59142 Project Address, , , , , , , , 1413 W Santa C t ara XX*XXAA — Santa Ana Ca Xv6,01)K I I Documentation Author, , . CHRISTOPHER S, LEIGHTON )KN(w'w"x I Bpi i l n ,� 11 t#, I Terry Engineering { - �' � _ ��zi 180 E Main St Ste 150 1 Plan Check Date I Tustin, CA 92680 1 (714) 838-1124 1 Fletd Check/ Date Climate Zone,,, A Compliance Method....., MICROPAS6 v6,01 for 2001. Standards by Enercomp, Inc, I MICROPAS6 v6,01 Fite-SO407290 Wth-CTZ08S92 Program -FORM CF--1R I I User#-MP0206 User -Terry Engineering Run -Proposed Estrada Res I ---------------- GENERAL INFORMATION Conditioned Floor Area..,,, 1772 sf Bultding type„ o,,,,,®,,,,, Singte Famlty Detached Construction Type Existing Ptus Addition Bultding Front Orientation, Front Facing 180 deg (S) Number of Dwelling Units.., 1 Number of Stories,,,,,,,,,, 1 Floor Construction Type,.., Raised Floor Glazing Percentage,...,,.,, 16,9 % of floor area Average Glazing U-factor , , 1,27 Btu/hr-sf.-F Average Glazing SHGC,,..... 0,8 Average Celting Height...,, 8 ft BUILDING SHELL INSULATION Component Frame Cavlty Sheathing Total Assembly Type Type R-value R-value R-value U.-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic New Attic Celt Wall n/a R-0 R-n/a R-0 0,386 Existing Ext W Walt n/a R-13 R-n/a R-13 0,088 New Ext Watt Door n/a R-0 R-n/a R-0 0,330 Exterior Door Floor n/a R-0 R-n/a R-0 0,097 Existing Ftoor SlabEdge n/a R-0 R--n/a F2=0,720 Covered FENESTRATION Over, . Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading [Wins Window Front (S) 27.0 1.280 0.800 Standard Standard None Window Right (E) 23,4 L 280 0,800 Standard Standard None Window Right (E) 29,1 1,280 0,800 Standard Standard None Door Right (E) 37.1 1.250 0,800 Standard Standard None Window Back ( N) 1.5, 9 1, 280 0, 800 Standard Standard None Window Back (N) 15,91 1,280 0,800 Standard Standard None W I ndow Lef t ( W) 1.5, 9 1,280 0.800 Standard Standard None CERTIFICATE OF COMPLIANCE+ RESIDENTIAL Page 2 CF'_.1R Project Title,.,,.,,,,, Proposed Estrada Res Date„ 11/01/04 121 591 42 I MICROPAS6 v6,01 File-SO407290 Wth-CTZ08S92 Program -FORM CF-IR-`-~--_-I I User#-MP0206 User -Terry Engineering Run -Proposed Estrada Res I FENESTRATION laver- Area U-- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Door Back (N) 20.0 1,250 0.800 Standard Standard Nonp Window Back (N) 15.9 1,280 0.800 Standard Standard None Window Left (W) 11,6 1,280 0.800 Standard Standard None Window Back (N) 21,0 1,280 0,800 Standard Standard None Window Front (S) 9.0 1,280 0,800 Standard Standard None Window Back (N) 24,0 1,280 0,800 Standard Standard None Window Left (W) 24,0 1,280 0,800 Standard Standard None Window Left (W) 6.0 1,280 0,800 Standard Standard None Window Front (S) 4.0 1,280 0,800 Standard Standard None SLAB SURFACES Area Stab Type (sf) Standard Slab 575 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-vatue Leakage D 'Type Furnace 0,780 AFUE n/a Attic R­4, 2 No No SetBack ACSpllt 10,00 SEER No Attic R-4,2 No No SetBack WATER HEATING SYSTEMS Number Tank External In Energy Size Insutation Tank Type Heater 'Type Distribution Type System Factor -------------- (gal) R-value WH1 Storage Gas Standard 1 ,43 100 R­12 WH2 Storage Gas Standard 1 ,43 100 R--12 SPECIAL FEATURES AND MODELING ASSUMPTIONS --------------- AAA Items In 'this section should be documented on the p(ans, )K)E)E xxx Instatted to manufacturer and CEC specifications, and ACK xw verified during ptan check and fletd inspection, XXX CERTIFICATE OF COMPLIANCEr RESIDENTIAL Page 3 CF-1R Project Title..,,,.,,,, Proposed Estrada Res Date, 11/01/04^12159142 -------------------------------------------------------------------------------- ----------------- I MICROPAS6 v6,01 Fite-SO407290 Wth-CTZ08S92 Program -FORM CF-1R I I User#— -MP0206 User — _Terry Engineering Run -Proposed Estrada Res ---_----I -__-- SPECIAL FEATURES AND MODELING ASSUMPTIONS ---------------------------------------------- Mandatory Measures require a R-12 or greater external btanket on Gas Storage Water Heaters with Energy Factors less than 0,58, This building incorporates non-standard Water Heating Sysi:em REMARKS CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 4 CF-1R Project Title,,,,,,,,,, Proposed Estrada Res Date„ 11/01/04 121 591 42 I MICROPAS6 v6,01 File-SO407290 Wth-CTZ08S92 Progran-FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -Proposed Estrada Res I ----------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building featur,?s and performance specifications needed to comply with Title-24, Parts l and 6 of the Catifornia Code of Regulations, and the administrative regulations to implement them, This certificate has been signed by the Individual with overall design responsibility, When this certificate of compliance is submitted for a single building plan to be built In mutt pte orientations, any shading feature that is varied is indicated in the Special. Features Mode tIng Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR �110 Name, . , , _ - a Name. . , , CHR I STOPHER S. LE I GHTON Company, Newport Dra Service Company, Terry EnglnE°ering Address. 234 E 17th St #208 Address, 180 E Ma In �'t Jte 150 Costa Mesa Ca 92628 Tustin, CA 92680 Phone. , , ( 949) 574-5238 Phone, , , (714) 838-1124 i, Signed, , __..-------.-------------_-- S i fined, , �.. 0 ENFORCEMENT AGENCY Name, _ Title, , , . ti�_L.`M a i ry_L4t. IA.1I.fylL Agency. ,----':t'tt t%raz7_'"sty ,no _--_---------------------- Phone, , , S I fined, , (date) UPON COMPLETION OF CONSTRUCTIONi CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION AT, www,energy,ca.gov/titte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTIR PRIOR TO FINAL INSPECTION,