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HomeMy WebLinkAbout10147263.pdfR :!e v i s i o n s' G-5-ENEfRAL 5TRUCTURAL 3 ,-DRAWING INDEX p-C. CORR. I4 .4 i GENERAL CONDITIONS ENS" i SHEET DESCRIPTION A NOTE: 1, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK 1, ALL LUMBER gat-IALL BE NO, 2 GRADE MARKED DOUGLAS FIR FOR NOT CLA56 "A" ASPHALT i REPORTING ANY DISCREPANCIES TO THE DESIGNER AND THE ENGINEER. VERTICAL MEMBERS AND NO, I DOUGLAS FIR FOR HORIZONTAL � j SHINGLE ROOFING COLOR MEMBERS INCLUDING 4 X POSTS AND LARGER, AND TEXTURE BY OWNER A— � . TITLESITE ROOF PLAN 2, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON ALL DRAWINGS. i NEW ROOF PiTG#-I i I 2. PLYWOOD SHALL CONFORM TO US PRODUCT STANDARDS PS-1-63 � f TO MATCH EXISTING V.I.F. 3. ALL DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND ENGINEER. DRAWINGS MAY NOT DOUGLAS FIR NO, I OR "GDX" WHEN NOTED ON DRAWINGS, 1 BE RE -USED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION FROM BOTH THE DESIGNER AND ENGINEER. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE 3, WOOD SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR i A--2.O PROPOSED FLOOR PLAN AND ADDITIONAL QUIREMENTS SET FORTH BY ANY AND ALL LOCAL BUILDING CODES. UNLESS NOTED OTHERWISE, 01 01 5. WO R'S COMPENSATION INSURANCE- 4. GALvIN€ZED NAILS St -TALL BE USED FOR ALL EXTERIOR WOOD. ALL � NAILS SHALL BE COMMON WIRE TYPE, CONTRACTOR AND SUB -CONTRACTORS SE -TALL PURCHASE AND MAINTAIN COMPLETE COVERAGE TO PROTECT CT i _ I A --- 3 , FOUNDATION/ROOF FRAMING PLAN � �, � THE CLAIMS UNDER WO RS COMPENSATION ACTS, AND SHOW PROOF THEREOF, � 5. ALL FINISH WOOD, EXTERIOR AND INTERIOR SHALL ESE NAILED WITH 4&. UTILTY SERVICES: j ` B FINISH NAILS AND COUNTERSUNK. I i CONTRACTOR AND SUB -CONTRACTORS SHALL CONFIRM LOCATIONS OF UTILITIES AND NOTIFY ALL PERSONS � Q WORKING ON SITE OF EXISTING UTILITIES. CONTRACTOR SHALL LOCATE AND IDENTIFY ACTIVE UTILITY SERVICES � A-4®O ELEVATIONS A� Lo (c. Da NOT CUT STRUCTURAL MEMBERS FOR PIPES, :ETC UNLESS ! ( 0 AND TEMPORARILY DEACTIVATE THEM WHEN THEY CONSTITUTE A HAZARD. LOCATION OF, ELECTRIC AND WATER SPECIFICALLY DETAILED OR STATED IN THE CODE, I ` �+ .. METERS TO CONFORM WITH UTILITY CO;'€PANY REQUIREMENT$. � � i. PROTECT EXISTING CONSTRUCTION FINISHES, ADJACENT TO PROPERY, PLANTING AND TREES. PROTECT THE � FIRE STOPS: � � � � � WOE FROM RAIN AND OTHER NATURAL ELEMENTS. REPAIR, REFINISH OR REPLACE ANY ITEMS DAMAGED PROVIDE BLOCKING AT ,ALL INTERSECTIONS 01= STUD IUALLS ic? 18'_3t` t3'-S" 21'-4" 3'-S" � A-5.0 SECTIONS DURING CONSTRUCTION, FLOOR, STAIRS, CEILING, ROOF AND FURRED SPACES. CD i I S, ALL LUMBER SHALL BE DOUGLAS FIR LARCH TYPE. i I A �- 5.1 SECTIONS a. TEMPORARY ELECTRIC AND WATER SERVICES FURNISHED AND PAID FOR BY THE CONTRACTOR OR SUB -CONTRACTOR ui 9. PROVIDE WASHERS FOR BALL BOLTS BEARING ON WOOD. e. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET IN ACCORDANCE WITH LOCAL ORDINANCES IF NO TOILET I i C AVAILABLE ON SITE. E I F i STEEL (E)GARAGE � � D-� 1 CONSTRUCTION DETAILS 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 jZO 10. CONTRACTOR AGREES THAT HE/6HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE FOR SIZES 03 AND 1*4 AND GRADE 60 FOR SIZES $5 AND LARGER �} C � f � D""" CONSTRUCTION DETAILS '� , CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH15 PROJECT, INCLUDING THE S SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 2. WELDED FABRIC: (MESH) SHALL CONFORM TO THE LATEST WORKINGS HOURS AND THAT THE CONTRACTOR SHALL DEFEND FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, REVISED ASTM A165, SMOOTH WIRE FABRIC SHALL CONFORM TO i � IN CONNECTION WITH THE PERFORMANCE OF WORK ON TI-ITS PROJECT, EXCEPTIONS OF CONTRACTORS LIABILITY ASTM A65, YIELD STRENGTH 60 KSL I MAY ARISE FROM SOLE NEGLIGENCE BY THE OWNER. I 3, ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR € � � 12 DIAMETERS (2'-0") AT ALL SPLICES UNLESS NOTED OTHERWISE. I I CONCRETE 4, ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 39> BAR DIAMETERS (2'-0") AT ALL SPLICES UNLESS NOTED OTHERWISE. d I 1. CONCRETE SMALL BE 2,500 PSI AT 26 DAYS, UNLESS NOTED OTHERWISE. 5. SPLICES SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL 2, CONCRETE- I - PART CEMENT, 2-1/2 PARTS SAND AND 3-1/2 PARTS 3/4" DIA ROCK. TOTAL WATER SHALL BE STAGGERED 4'-0" MINIMUM, NOT EXCEEi? i (SEVEN) GALLONS PER SACK OF CEMENT. ro. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE ui 3. GROUT: t -PART DEMENT, 3 PARTS SAND AND 2 PARTS 3/S" DIA MAXIMUM PEA GRAVEL OR APPROVED LATEST LATEST EDITION OF THE UNIFORM BUILDING CODE, EQUAL. 1 20'-11" (E) ROOFNAILING 5CHEDULE a 4. CEMENT SHALL BE TYPE I OR TYPE II PORTLAND S PER ASTM C-150< (0 T 1. JOIST TO SOI1. OR GIRDER, TOENAIL 3-Sd 1 2. BRIDGING TO JOIST, TOENAIL EACH END 2-�'adMETAL5 4 3. 1" X 6" SUBFLOOR CAR LESS TO EACH JOIST, FADE NAIL 4. WIDER THAN 1" X mod" SUBFLOOR TO EACH JOIST, FACE NAIL `� 1. CONTRACTOR TO FURNISH ALL STRUCTURAL, MISCELLANEOUS AND CONNECTOR STEEL AS NOTED ON THE t � - f DRAWINGS. 5. 2 SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 1ad ! (j eo. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL;O _ f,� j j i 2.STRUCTURAL STEEL SHAPES. ASTM A-3�, FABRICATION AND ERECTION TO COMPLY Witl-I THE LATEST EDITION 1. TOP PLATE TQ STUD END NAIL 2-1�d I AISC MANUAL OF STEEL CONSTRUCTION. } I ! CA 92706 5. STUD TO SOLE PLATE 4-6d, TOENAIL OR w I 3. STEEL TUBING: A57M A-500, GRADE "B" 4ro KSI. 2-I�od, END NAIL I I (E) NEW ROOFS 9. DOUBLE STUDS FACE NAIL 16d -m 24" O.C. 4. STEEL PIPE: ASTM A-5,3, GRADE "B" 35 K61, 10, DOUBLE TOP PLATES, FACE NAIL 16ad Is Iro" O.C, 5, BOLTS, NUTS AND WASHERS: ASTM A-301, GRADE "A" 11, TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 12. CONTINUOU$ HEADER, TWO PIECES i�od 19>11 O.G. ALONG EA. EDGE` j j I 6. PLATES AND BARS; ASTM A-2c�a3, GRADE "C" CARBON STEEL PLATE. 13. CEILING JOISTS TO PLATE, TOENAIL 3WSd 1. WROUGHT IRON: A8 TM A-223. 14. CONTINUOUS HEADER TO STUD, TOENAIL 4-ad 15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-1rod $. PAINTING: SHOP PRIME ALL SHOP FABRICATED STEEL TOUCH-UP PRIMER AFTER ERECTION. It . CEILINGS JOISTS TO PARALLEL. RAFTERS, FACE NAIL 11. RAFTER TO PLATE, TOENAIL � I 18. €" BRACE TO EA STUD AND PLATE, FACE NAIL hx. g I`�. I" X 8" SHEATHING OR LESS TO EA BEARING, FACE NAIL 2-66 y. 20, WIDER THAN I" X 8" SHEATHING TO EA BEARING, FACE NAIL - 3-Sd 1 I h. %.j1TE/v1%.j%jF PLAN 21. BUILT-UP COMER STUDS I&d 6 24" Q.C. ! s- , , t'REvAIL(NC� © � I �edal,®E 1® 22, DOUBLE TOP PLATES, LAP SPLICES 5-1(06 SETBACK EXISTS -1 c k r 23 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE ALONG :p TOE NAIL 3-Sd NE€C lSd7Ri 40L� MAX FNC%t?AC.I I INTO +It � FRONTAGES I YARI) F'ER SECTION 41,o + 24. BUILT-UP GIRDER AND ESEAMS------- 20d 32" O.C. TOP AND c3� (A) OF Ti-fE SA�€TA ANA CODE - BOTTOM ANE? STAGGERED 2-20d ENDS AND EA SPLICE C1 Rc�F P(TCW T4 MATe+4 a 25. RIM JOIST TO TOP PLATE, TOENAIL Sd Po" O.C. 51'-0", loXlvTltz a:€2, VERIFY r PITC�I €N� PIMI a , CIA cc Z� PROJECT i+tC}TE: Ain TR1i'€ TO I i OCaTiA I 1� . � IN' � y , � � ALL. FRONT WINbQtlIS a ST ca7auxa AVE .° ... � 2 th T,4AT ON: ca i E 21s# ST z a:8 C� l� l EXISTING HOUSE 50, FOOTAGE - Mro B SF. I � (� ADDITION HOUSE 90. FOOTAGE - 115 SF. TOTAL HOUSE SQ. FOOTAGE = 2144 S.F. 57.0 FEET E 20th ST W , I P.L. Q EXISTING GARAGE 50, FOOTAGE - 310 SF. �- ��¢ �� r I E tsth ST it! ; T ADDITION GARAGE 60. FOOTAGE _ 0 S.F. i 4 . J 1 .,. 0 TOT = - 12 , AL GARAGE 5Q FOOTAGE 3is� p NEW COVERED FRONT PORCH S1 S,F. � raa scams 4 s � �r(s3 ` �� z e4`�yt 4 w �-'��'s.sa ,c t�"a..� ....� ., E'11 a ,,.. .,,.. 4 . ,,.0 � � � �, _ TOTAL LOT SO. FOOTAGE = �3,�g2 S.F. �`/� 4x; i.<.ri,b' �° �.z §5'i ,f L0 A g LINE �.J 1.. 1 '21 ��. T L LOT GC?VERAGE INCLUDING �,/ e NOTED E �� �� x o She 1� i a_. ..x. ,A GARAGE ADDITION - 224i / SSE2 _ 2a2io EXISTING DiW (may i F wr red a.'3 s> a & -c of - Date 1 1, $ im 0--n � §,iW s } �; 1 = , . x,, ,� '__ TOTAL OPEN SPACE = rok51 SF -_ p a�_ R�4 G'40&^�ivg� d+�^fil5t kN S,�� xs r.�.ae, t'` y.,v3avc a?'z44: 9kN3kx 4 v FLOOD � __ m Drawn by dI -x -; ,0 of this plm el r ff¢ e. : . - o o. 122304 Q L OO �kg - be 's, §, gF a a < ai5' 9 : Ii," ffi:€$aa any, _ 8,«; Ste.` . ..a. .: g: gs i ,.�-:.easaE - e ,. Vl%^RINITY MAP r,�p pum-sicns of ANY _� . °� 2118 NORTH SANTIAC�sO `'` 2NO. C 10922 d'-} I REN. 8-31-05 yc tt $ANTA ANA, CALIFa�JI,A ��2i0�a �' � i, .,,.w 'e Amp _ I,r�a .a...w .,°n v.) of �� 0, ca+�.��� Sheet No. t ES1 W of � Sheets I KEYNOTE5 R e v i s i o n s N1st P.C. CORR. 1 \ 1®-04 WINDOW NOTES 1. ALL NEU) PROPOSED WINDOWS SHALL 15E DUAL GLAZED WITH AN ALUMINUM FRAME. UL SYM SIZE TYPE L5L REMARKS A 3 -O x &'-all S.C. N/A DOOR w/ 51DELITE l DOOR NO 1 W 1. ALL NEW PROPOSED EXTERIOR DOORS SHALL HAVE DUAL GLAZED LITES. Is7 Q Q ut z VERIFY WITH OU)NER FOR ANY FUTURE GAS NEEDS REQUIRED FRONT YARD SETBACK PER LOCAL •► WATER PROOFLET r HOSE 5155 *010- jaw LEX16TING HOUSEt FOOTAGE - 113&13 ADDITION HI' 0 FOOTAGE TOTALOOa TOTAL. —,GE 6(2FOOTAGE = 310 TOTALTOTAL LOT SQ. FOOTAGE = 5,61B2 6F, . COVERAGE GARAGEADDITION = 2144 zs- TOTAL OPEN SPACE a (o,151 SF NOTES, SHOWER AND GLASS A15OVE LOW WALL TO BE r GLASS .. _. r WATER SAVING Wllj'o GALS PER FLUSH (E) EMERGENCY EGRESS WINDOW Ift 5HORE CEILING IN PLACE AND REMOVE EXISTING WALL 2 PROVIDE NEW HEADER FOR CEILING SUPPORT 4X4 POST PROVIDE SUPPORT UNDER POST BY WAY OF EXISTING FOUNDATION OR NEW PIERS AS REQUIRED. CONFIRM FIELD. SEE HEADER DETAIL 6<1 SET NEW 4X4 POST TO CARRY HEADER.. SET IN (E) WALL OVEF (E) EXTERIOR WALL FOUNDATION. CABINETS, FIXTURES AND EQUIPMENT 15Y OWNER <,6 PROVIDE NEW HEADER ON POST TO RECIEVE (E) ROOF AND CE IL INCH LOADS. DEMO (E) CONCRETE PORCH, REMOVE SPOILS FROM THE SITE. <8> SET FINISH LANDING 0 1/2" !!�ELOU) F.F_ PROVIDE NEW CONCRETE 61-415 OVER FILL. PUDDLE AND TAt" FOR MAX COMPACTION. SLOPE AWAY FROM MOUSE AT A MINIMUM OF II/s"/FT, (19.) VERIFY FINISH WITH OWNEP, SET TOP C SLA15 TO ACCOMMODATE THICKNESS OF FINISH MATERIAL AND SETTING 5EO. CONTROL POINT IN THE FINISH IS E6TAI5LI6HED PER NOTE NUMBER $ ABOVE, i 0,> LIGHTING AS SELECTED BY OWNER AL COUNTER RECEPTACLES: NO POINT ALONG COUNTER TO BE GREATER THAN 24" FROM RECEPTACLES. ALL TO 15E GF1, 12 l3 �4 I WALL LEGEND EXISTING WALL TO REMAIN NEU) STUD WALL OR STUD WALL IN -FILL NEW PARTIAL HEIGHT STUD WALL NEW WINDOW PER SCHEDULE =ro NEW DOOR PER SCHEDULE 4CC6 GFI I1OYAC WALL OUTLET SINGLE POLE SWITCH + THREE- POLE SWITCH - - CEILING MTO. LITE ---tl� GAS LINE -+ HOSE 5155 lisMills'N' 0 r;0 .� U cj co . Mrrr �;j +w i .- M a: A'• Y CB 0 tf ' { r Job No. 040'm 1YV, L 10922 �j REN. 8-31-05 6 "% `v v 3' i� _ I / y r S_ �v �� b �M' n 8 ofek Q A- I A. ► .. AM SE;�z 4 P06TS SET ATOP PLINTHMASONRY WRAPPED TO IN ws+• • R WOOD #LLNER'5 OPTION (E) SHEAR r 4x4 POSTS SET ATOP MASONRY PLINTH FINISH WRAPPED TO &xroIN STUCCO OR WOOD QOWNER`S OPTION SHEAR WALL SCHEDULE SEE DETAIL ON THIS SHEET SHEAR WALL MATERIAL TOP e's EDGE NAIL SPACING A. BOLTS 0 FTG- SILL E: SOLE NAILING SHEAR BLK NL'G BELOW SHEAR CAPACITY kall STR 11 ad '� �a" �,s �x10"�32" i�ca I 19>" A35F616„ 29)00/LF (2) 2x (3)1rod18LK �,a" STR 11 ad 6 4" *d ' 4" A35EO12" (2) 2x (4)16d15LK 3 / tea A 6TR 1 Sd ' 3" %lixioll owl trod 10 31, A35F612" 4,50*/LI (2) 2x C�J1rodIBLK STUCCO: CEMENT PLASTER WITH EXPANDED METAL OR 430/LF WOVEN WIRE LATH. FASTENED WITH 11 GAGE, 111/2" LONG, i111o" (ACTUAL) HEAD GALVANIZED NAILS. FURRED MIN 1/4" AT roll O.G., ON STUDS 9 IPo" O.C. ALTERNATE FULL SHEET 1/2 " PLYWOOD OVERLAP BLOCKING AND BOUNDARY NAILING FROM MUDSILL TO PLATE. Irm w NOTE,O PANELUSE 1/2" COX ROOF Pl-"rWOOO LU/ RADIANT 5ARRIER, r i) W/aa - • UNBLOC<ED UNLESS OTHERWISE NOTED ROOF RAFTER NOTES. 16"O.C. ROOF RAFTERS ROOF TO . . NOTCH RAFTER TAILS TO MATCH EX15TING WHERE RSOUIRED SOLID eLKG 6 s • -------- Ilk I 1 I I I ffillAn'. N A X. 'A 2'—&" �Rii7L+� � 4x& GIRDER WITH PIERS VMAX &0" O.G. 12 �®1 (E) F00"UNI'DATIO'N PLAN 1, ALL ANCHOR BOLTS SHALL BE MIN, 10" LONG WITH i" MIN. EM5EDMENT INTO FIRST POUR (U.N.O.) 2. ALL EXTERIOR WALLS $1-TALL HAVE 515" DI A MOLTS a MAX. tv 60" O.C., (U,N.O.) PROVIDE MINIMUM 2 SOLTS PER BILL MEMBER PROVIDE FOUNDATION BOLTS WITHIN 12" OF END OF ANY SILL MEMBER 3. {-TOLD DOWNS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING TOTAL UNDERFLOOR AREA UNDER NEW CONTRUCTION: 163 SP, VENTILATION REQUIRED BY CODE IS ONE SF. OF VENTILATION FOR EVERY 150 S.F. OF UNDERFLOOR AREA, ( 1:I50 ) AREA OF VENTILATION REQUIRED; 163 SF, t 150 Sp. d 1.1 S.F. TYPICAL VENT SIZE IS 1350 6.1. OR BI S.F. 3 VENTS REQUIRED 6 151 SF.: VENTS SHOWN: 3 VENTS x .51 = I.53 5F. VENTILATION AREA REOUIRED 1 AREA SHOWN: 1.1 S.1~®1 1- .5 6P. SEE VENT LOCATIONS ON PLAN. SYMBOL: MOW Cox SCALE 1/4"-1'-O" X x X X..X. Im XXAl O.G. m 0 NEU) RAISED FLOOR STEM WALL FOUNDATION SEE STEM WALL DETAILS 0 04D.. f r EXISTING r► FLOOR FOOTING NEW PIER: PRECAST CONCRETE PIER SET ON 15x1&x12" DEEP CONCRETE FOOTING, SEE 51D-1. VENT: SEE VENTILATION JUSTIFICATION THIS SHEET R e v i s i o n s A let P-G. CORR. R e v i s i o n s A 'at fp-c. CORP. 0 Vm,w SCALE 1/4"-1'-O" ASPHALT SHING c/ MIN 30" FELT 2632 LOW 'E' SLIDERS WITH --- SILL m MIN 4211 AFF, ADD TRil- PER PLANNING DEPARTMENT REpuffizeMENTs NEU) '14" STUCCO of (2) LAYERS 150 FELT z ZL ISEE DETAIL 111P®3 FOP, --/ COLUMN DETAIL le 444 NOTE: ALL WINDOWS ON Ti-415 ELEVATION $HALL HAVE TRIM OA DECORATIVE METAL R-A41LI NEW 30roa ENTRY DOOR w/ SIOELITE PER OWNER SELECTION "IRE ETA fi mal IF SCALE 1/4"—l'—O" 11%"W %-Ir-% Airl LOU) 'E' ALUM. SLIDER$ SET 0 MIN. 42" AFF (E) 2030 DW-DC% SLIDER PROTECT IN PLACE /,--UJOCZ> POSTS SET ATOP MASONRY COLUMN FINISH FAINT ENAMEL STONE VENEER \--Nr=U) SAY WINDOW—RE51ZE SELECTION: EEL OPENING AND PATCH DORADO, COUNTRY STUCCO AS REQUIRED- LEDGESTONE, COLOR; REMOVE (E) 4050 SLIDER CHARDONNAY CAT* WINDOW AND REPLACE WITH C6V 20001 NEW 22-22-22-DH-45* 15OW WINDOW, UJ/ LOW 'E' DG, PAPA V, 23 i / t NEW 2x6 0 16" O_C. RAFTERS (E) 2x6 I6" Q.C. i LIMITS OF NEW CONSTRUCTION RAFTERS j 2 x RAFTERS L.STA18 5iRA1"' 0 45" O.C. I J PER PLANp� - , R-30 INSULATION ABOVE \ �— ROOF SHEATHING i CEILING, T` F. �' f SOLID BLOCKING MAX S'-01' C>.C. r- (E) RAFTERS t i (E) RIDGE BOARD (N) FLUSH BEAM b b i i i 757 SHORE EXISTING CEILING IN - PLACE. PROVIDE "SISTER" JOIST 2xro 0 I6" O.C. ALONG SIDE EXISTING C.J. NAILED (E) BEARING w/ 10d a 12" O.C. STAGGER. WALL CARRIES EXTENDING SPAN EXISTING REPLACE (E) RAFTEf TQ--1'- CEILING w1 NEW 2x6 Q 16" O.C. f II �E t mi, MUL[m)-ANG' SECTI INSTALL NEW 4x6 GIRDER AS REG2UIRED (E) STEMWALL FOUNDATION SET (N) FLUSH BEAM IN PLACE BEFORE TRIMMING ROOF RAFTERS. 1 I DEMO (E) I I, 2,-2„ I RAFTER END E i REMOVE j EXISTING WALL r 12 NEW FLOOR, 2x6 -1 � I 4 ---I J 4.. e _y (E) FLOOR - JOISTS b SCALE: 1/2"-1'--0" I i (N) SAVE / DETAIL 04 D-1 b TYPICAL FLOOR GIRDER SEE FOUND AT ION FLAN (N) STEMWALL FOUNDATION 0 ELI"� 0tt? x x ti Seale dKAR04 date Drawn by Job No. 0408 I& cz�• NO. C 10922 0CD REN. 8-31-05 I L "m*a" 1118 %C44"A" "Em T I (40W)"N"ql� ,. Y . {1F �h,L�c�e N o .-3 Bu ¢1 ff1 SCALE 1/2"-1'-O" Z�L Bets S <, C 19 -10'PUR SCALE 1/2"-1'-O" SCALE 1/2"-l'-O' ROOF SHrFATHING (N) 2x(o 0 1611 O.C. CONT. 2xro 2x4 ML<G. 2x4 RAFTERS ,0 1?o"' o/ (rz) ROOF (E) ROOF ---' SHF-ATHING (E) 2x(o ROOF PIAFTF-R6 R e v i s I o n s 2x6 FLR J6TS a Iroll C.C. A 10-04 let F'C' CORR. now IN FLR EXISTING 1*4 X 20"LG DOWEL JIM O"z , FOUNDATION TdM TO MATCH AND E�/a" DRYWALL (3 'jN 1 4 A FOOTING LAP FOUNDATION W IN - - - - - - - - - - - - - W" 2 X 4 STUDS a 16 O.C. 1/2" DRYWALL REBAR, EPDXY tt W/R-13 FULL aATT 4xro GIRDER SPECIAL INSPECTION W INSULATION Ri-EQUIRED 2 X 4 STUDS 61 C.C. A W/R-13 FULL SATT I&CI SEE S.W. 0 z (1)- 04 BAR SCHEDULE 1/a" EXTERIOR INSULATION TOP AND BOTSTUCCO 16d SEE S.W. FIN SUB GRAL>E 2 X CONT PLT A SCHEDULE PLY'WD SHEATHING -4-NAILS EACH MLKG PLY'WD SHEATHING NEW WHERE SHOWN ON FOUNDATI614 WHERE SHOWN ON FLOOR SHEATHING PLAN 2 X CONT FLT FOOTING PLAN 0 EN Q FLOOR SHEATHING EN --- 2 X FLOOR J6T6 Is 16>11 FOOTING 1211 LAP SEE FNDN 5N 0,(::. W/R-11B FULL 15ATT 5N 4-166 F_ 2 X FLOOR J5T5 a Iro" PLAN tJi ®� EXISTING INSULATION cd @ z 2 X 5LK(3 Q= 04 REINF. T45 FOUNDATION FOUNDATION o 1 (0 11 O.C. 2 X BLKG OTC, W/R-Ie FULL 5ATT FI_ E I SULATION + 8 31., FOOTING FOOTING a aLOCKOUT EDGE OF 2XRIM JOIST + 2x8 JOIST$ L A35 6 EACH BLKG FORCW WHERE SHOWN OR PER LKCv-- X4 BETWEEN CONC. A35 Q EACH 2x 4 X 4 POST 0 t 15LKG 4x6> GIRI:�ERI 5LOCK PIERS %j= z I "A'r OR PER SHEAR 2xro SILL PLT P.T, 2x4;, SILL PLT P,T. 0 ­111' .' I W"m t "BC4" FILL AND COMPACTS jj� 00 ON, WALL SCHED 0 r (�c ''j, Z IN 5%" DlAxIV Z W,,MIN Nall DlAxIV LO FIN16 GRADE $ r r 4"t SQ TOP I I=! AB Sro'-O" O.C. MAX AB OV-0" 0,C, MAX _01 7 (0- 05 DOWEL X 3& LONG TOP 4 50T FIN GRADE UNO AT SHEAR FIN GRADE 0 UNO AT SHEAR "PfB411 to to 1 71 L _771 /I DRILL 3/4" DIA X 'a" DEEP tv EXISTING WEEP SCREED WALLS MIN ONE WEEP SCREED (TYP)- � WALLS MIN ONE FIN:5U5 4-0 FOOTING 4 FILL HALF FULL W/SPDXY GROUT z 1211 ­1 (TYP) BOLT WITHIN 12" T WITHIN POROK OR ET22, EPDXY SPECIAL INSPECTION FROM END Or- PLT FROM END OF PLT It REOUIRED 41 4-11, 00 0 �E'=j I I 44M NO N_ A FOOTING cql� 1, . �' _41 1� 2-04 CONT TOP— SEE 2-04 CONT TOP SEE B"CLR SEE FNDN A C'41 I 4� AND BOTTOM PLAN AND BOTTOM PLAN TYP PLAN FOR FTG 3"CLIR FOR FTG TYP 0 C\2 &ECTION A 12 -4- %Igo �' SC A L E 5CALE: 5CIALE; 5CALE; NEW TO EXISTING FOUNDA11ON NEW TO EXISTING FOUNDATION STEMWALL PARALLEL TO JOISTS S`TEMWALL PERP TO JOISTS V-0/ PIER DETAIL B/4 11=11-0 1/2 3/4 _---(N) 2x8 RIDGE BOA RD 0 (3) Irod TO VALLEY RAFTER ROOF SHEATHING 2 X RAFTERS 6 Iro" O.C. UNO­� NEW (2) 2x6 VALLEY RAFTERS ROOFING SIMPSON FC44 POST CAP r' 2 X BLKG (NJ 4x4 POST V, CONTINUOUS la GA =++ + GALVANIZED NAILING FOR FIN16H +++I BN u + SPEETMETAL FLASHING 9� I' 0,C, MAX + + CC PORCH; 4" MIN EXTENDED 411 A50vE CONT, METAL DRIP ADJACENT PORCH CONCRETE SLAB SLOPE LEVEL EDGE TRIM-\ z AWAY FROM BUILDING e MINIMUM 1% FF 2X FLOOR JOIST 7 SIMPSON .435 FA, E.6, I 1z 4 4 2x(o CEILING JOISTS (E) SHEATHING, (N) CONT. 4x& M -7 R-30 CEILING INSUL CONT. DFPT SILL ----(N) CONT. 2x BLOCKING 2 X FASCIA BOARD (E) RAFTERS ell 1. 2-2x4 CONT PLT 11 a -_ +j 1 1 FILL, PUDDLE 4 TAMP (NEW) TYP FOUNDATION 12 roll UNDER 6L,45 V =[LING JOISTS GYP 50 WALLS AND CLG Cr 0 r_(E) DRYWALL 1/211 f=LYW'D WRAP W1 10d Q ro-&-12 NAILING E A R-11 WALL INSUL EXTERIOR STUCCO L 10 141e /07) $CALE; NEW PORCH TO NEW STRUCTURE FRAMING DETAIL- TYP EAVE POST CONNECTION 3/4 3/4 .0 NW --\EL DORADO CULTURED WOOD POST STONE VENEER, NEW FOUNDATION EXIST FOUNDATION to COUNTRY J LEDGE6TONE, —MIN 5/6 PLYW'D 5HTC% 'CHARDONNAY.' FIN15H WIDTH I SET ANCHOR BOLTS To 10 WOOD FLINT NEW STRUCT I PER CONFORM TO TOP FLANGE iT BOLT CONFIG ON SIMPSON SWEARWALL $CHED. EXIST STUD WALL HANGER z 4t SLOPED CONIC- W cr) COPING eN j 2X BLKG AT r=A k -ADD NEW 119,6 PER SHEAR u --FILL AND COMPACT GIRDER- (4) bg 2xg> FLOOR JOISTS /5LOPE PORCH Q1 2x& HIP / WALL SCHEDULE AT I(o " O.C. NAILING, JST TO co 1-1 MATTr=p- BLKG. TYP, - W Now 0 RISER TYPICAL EXIST FLOOR JOISTS 416 PLYWV SHEATHING 4xg> GIRDER 08 5IMf=S0N A3�� SEE FNDN PLAN z 4 ANGLE ONE SIDE ONLY NEW 2x6 SIMPSON GIRDER g t9>11 O.C.4r -r W fHANGER GH ICSOO NER-443 0 INSTALL NEW 2X9, SOLID W + �4 NEW 1/2 x 3" LAGS 3211 O.C.5ETWEEN JOISTS ro I' CONIC \!4 0 STEM WALL J ry CID 7;? FILLED CEL SIMPSON FAP cis GRADE V, cmu C05E "No r_0NT'2x9>__1z -FINISH FIN GRADE Scale 6EE NOTE MA60NRY r- IER PORCH wl 04,012 " 0 . / ELEVATION ICBOO NER-46,12I Date 1/16104 INTO FOCTI G %I% ALTERNATE -�TEXISTING FOOTING Drawn by 6mm NAILING-(3) *d EACH END OF JobNo. 0408 BLOCK, TYP. NO. C 10922 REN. 8-31-05 ZL 0m MIN am OF' CA10 Sheet No. '4c EXI' AUNI:ATION FOUNDATION FOOTING C N 7 7U , Et 1-M, I I , " 1 11 -IE1 11 1=_ SL SCALE., SCALE: 6CALE: 5CALE: SCALE. - PORCH STAIR DETAIL 11=11- 11 HIP CONNECTION If I It COLUMN DETAIL NEW TO EXISTING STRUCTURE if I GIRDER SEAT 1, Sheets 3/4 0 1 =1_0 = - Off 12 1'/2 3/4 Of was "so Ott 4x4 P05T ON R e v i s i o n s SIMPSON A544 IX FIN15H WOOD IX FINISH WOOC)---\ POST BASE, Ist P'C- CORR, (E) SHEATHING COLUMN TYP COLUMN AIC-04 CULTURED CULTURED CULTURED (E) RAFTERS STONE CAP TO STONE CAP TO STONE CAP TO 'A 5AWCUT BIRD'S MOUTH IN (E) 2X TREATED MATCH 2X TREATED MATCH RAFTER TO PROVIDE MIN. 3" FINISH WOOD all CMU VENEER FINISH WOOD VENEER VENEER SET FLUSH BEAM IN BEARING SURFACE, COLUMN BASE SLECTION COLUMN BASE SELECTION SELECTION A PLACE PRIOR TO CULTURED CULTURED TRIMMING (r=) CULTURED top OF PIER TOP OF PIER RAFTERS 4xI0 HEADER, LEAVE 1/4" GAP top OF PIER //'---�STONE VENEER STONE VENEER /'---�5TONE VENEER A BETWEEN FIN15H CEILING AND BOTTOM OF BEAM ==F R-30 INSULATION*4x20"`x20"DOW8L 0440'40"DOWEL SIMPSON LUS26 FACE HANGERS 04 RE5AR IN TYP EACH PIER 0440"40"DOWIEL FIN15H DECK RESAR W24" FIN15H DECK DEBAR 024" A50VE NEW 2xill CEILING CELL, TYP.---� RESAR e24" PAVERS PAVERS JOISTS 6 Iroll O.C. 4" CONCRETE 4" CONCRETE CEILING SOLID GROUT 4" CONCRETE 04 RCH W/ PORCH W/ PIER, PORCH W/ CULTURED — *'i E.W-MIN CULTURED I$" E.W-MIN Im 0 "i EW,.I'IIN CULTURED STONE CAP SLOPE 1% STONE CAP SLOPE 1% n SLOPE 1% STONE— A AWAY DECK TRIM WAY DECK TRIM Q C=71 Z TO MATCH 1 VENEER AWAY TO MATCH \ J ` + r STONE #��F771 STONE @ 0 FF PORCH -1 VENEER VENEER < o "I m =ton im m on- + all cmu al 4 T� 1=1 f CULTURED #4 BAR CULTURED 04 5AR CQ IF STONE aft Cmu FFILL PUDDLE AND STONE all 1FFIL. PUDDLE AND ILL PUDDLE AND I= w 0 TAM 17- —1 NAIL RAFTER ENDS w P WITH CLEAN VENEER TAMP WITH CLEAN VENEER TAMP WITH CLEAN N NON EXPANSIVE NON EXPANSIVE DRY NON E -i 1. m WALL XPANBIVE FIN. GRADE El I FIN. GRADE --a (4) Ill TO NEW CJ� FIN. GRAPE I 'Z' T -I EILL Ell- 1, INSTALL SIMPSON "LrTA" TIE STRAP 32 O.C. 4-4 4 CONT 12 luixa"D CONT 12i'LUxa"D NEW 2xro CEILING----j CONT 12'Wx5"D z FOOTING FOOTING JOISTS �O Ill O.C. FOOTING 0 k" C:) (E) WALL TO BE REMOVED (EXISTING I I E C\2 SEARING WALL) 1w CO DEMO (E) RAFTER ow I I I— - - 40 ;L1 I= ENDS :—F, ILI IT- 0 #4 BAR, MIN .3' 04 SAR, MIN 3 *4 BAR, MIN 1 1 1 ---V­CLR- FROM EDGES N 3-1 Ova ft�ft CI-R, FROM EDGES FROM EDGES 1. Jil bb 5CALE 5CALE 5CALE., a= BEAM DETAIL MASONRY PIER it DRESSE6i)E OF PORCH DRES89D EDGE OF PORCH 11/2 1 0 1 Ell ""Im"Ill OWN, wo 0 CLASS 'A COMPO SEE ROOF PLAN -SHINGLE ROOFING, CALIFORNIA FRAMED EXISTING ROOF ROOF EXTENSION, SEE STRUCTURE ROOF PLAN (N) 1/2" SHEATHING EXISTING FACE OF -STUD EXISTING (N) 2xro RAFTERS e W?" O.C. RAFTER TAIL IX4 TOG VEE i 2x5 fE, NAIL RAFTERS GROOVED FINISH TO PLATE Iti ------ I WOOD DECKING, (E) CONT. 2x RIDGE FAINTED BOARD Jf IX4 TAG VEE FRAME IN SOFFIT' (E) 1/2" PLYWOOD GROOVED FINISH ABOVE PROPOSED SHEATHING o/ 2xl WIOOD DECKING, _,-WINr->(?W UP TO EAVE PAINTED CLASS 'A COMPO 00 %ti SHINGLE ROOFING, EXISTING CEILING :E�: 'r TYP. _--kR30 BATTING 4li SOP ZL TOP FLANGE HANGER HUC412TF, EXTERIOR BEAM TO SEAM, +\ C/aEMENT PLASTER A REVERSE FLANGE INSTALL NEW 4x8 (STUCCO) HEADER OVER ,--4x]2 BEYOND ENLAP,(SED---- _---ORIEL (BAY'? WINDOW WINDOW, SEE Lj FRONT ELEVATION (E) 2x(o RAFTERS SIMPSON ECC44 EXTERIOR 00 low mom I'M,%* CEMENT PLASTER 5CALE: + 5BAM-FIN15H-) (STUCCO) NEW TO EXISIING ROOF DETAIL + WRAPPED TO 11/2 SIMPSON NET WIDE ECC44 DECORATIVE POST®_ FINISH LFIN1614 WOOD itil IWO "ft TO MATC14 COLUMN CAP STRUCTURAL POST WINDOW SEAT R13 BATTING' 4X4 POST WITH STORAGE R-30 TYP. IN WALL ABOVE FLUSH 4x8 HEADER, LEAVE 1/4" CEILING GAP BETWEEN FINISH CEILING w POST --FINISH AND 50TTOM OF SEAM WRAPPED TO to., lkj NET V' WIDE 5IMP60N LU526 FACE HANGERS z L NEW 2x6 CEILING w Cj) FACE OF JOISTS )roll O.C. STUD NEW PROVIDE 2X6 MIN. STRUCTURAL u WALL al-oll F— OUTRIGGERS, TO EXTEND FLOOR U) OUTRIGGER 5ACK,6f=`AN APPROX Iro" TO SUPPORT ORIEL W N w WINDOWS, 5ACK6PAN 31 EACH z -- -7 SIDE OF EXISTING JOISTS AND + + + < C4 PROVIDE 50LID Bil 5TWN TO + 0 0 LOCK. IN PLACE - $ L Rl'b BATTING + j (N) 54" DRYWALL 0 EXISTING %MO 1111i FLOOR EXISTING EXISTING GRADE INSTALL SIMPSON --J 1<00 STRUCTURE "LFTA" TIE STRAP - FOUNDATION 321, Scale SEE NOTE SOLID EL<G, Date IA(0104 NEW 2xro CEILING Drawn by . smm In 1-n VERIFY REQ'D DIM JOI6T5w ]roll O.C. Job No. 0408 WIT14 WINDOW Mr-R. 4 NO. C 10922 tp, DEN. 8-31-05 Q3 0 N E Z -01-11-1190111 OPEN F I It IWO. 7, 177—� E1:11 r6ill' Sheet No. Nv- I'm im < SCALE: 5 C, A L E - 100 6CALE- 11=11 — EAM/ A 1- OPEN CEILING Al" PORCH 11/211=11-oll 2e� NEW ORIEL (BAY) WINDOW -oil 2(0 CEILING JOISTS TO BE: 11=11- 11 21 --% 0 1 1 11/2 0 1 ift PA o f Sheets < N-4