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HomeMy WebLinkAbout10140479.pdftJ fl AREA ANALi SYS LOT AREA 7410 sq ft EXISTING SIFR 1177 sq ft GARAGE 477 sq ft PROPOSED 1ST STORY ADDITION 529 sq f t PROPOSED 2ND STORY ADDITION 554 sq ft TOTAL LIVING 2260 sq ft TOTAL FOOTPRINT 2251 sq ft LOT COVERAGE 30.OY. S. H A R M 0 N S T � st GENERAL NOTEI CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 #/CU. FT.). AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 % 2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. 3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I, OR II IOW ALKALL CONFORMING TO ASTM C-150. 4.MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF 28 DAYS FOR: FOOTINGS 2500 PSI SLAB ON GRADE 2500 PSI SIDE WALKS 2000 PSI 5.MAXIMUM SLUMP SHALL NOT EXCEED 4" 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. 8.VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9.EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL BE FORMED WITH 3/4" CHAMFERS UNLESS DETAILED OTHERWISE. 10.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 11.N0 WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95AF. 12.WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2. PLYWOOD 1.PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 2.EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF 2 FEET. 3.SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING SHALL BE INSPECTED AND APPROVED BEFORE COVERING. FOUNDATION NOTES l.FOUNIIATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: CONTINUOUS FOOTING = 1000 P.S.F. ISOLATED FOOTING = 1000 P.S.F. 2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE NOTED. 4.FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 5- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 6.ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS, AND/OR SCHEDULES. 7-ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS. (U.N.O.) 8.ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 9-ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR. 10. FOUNDATION MAYBE SUBJECT TO STRUCTURAL REVISION IN THE FIELD DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. FOUNDATION PLATES/SILLS 1. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" DIA. STEEL BOLTS EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 6'-0" APRART. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION PLATES AND SILL SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION 2317.4 OF THE 1997 U.B.C. LUMBER 1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING TO DIVISION 23 (1997 U.B.C.) 2. RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED GRADE 3. JOIST, PURLINS 2" TO 4" WIDE, 6" & DEEPER NO.1 BEAMS, PURLINS OVER 4" WIDE NO.1 SUBPURLINS 2" TO 4" WIDE, 6" & DEEPER NO.1 LEDGERS NO.2 STUDS 2" x 4" OR 3" x 4" STUDS STUDS 2" x 6" NO.1 POSTS 5" x 5" AND LARGER NO.1 SILLS, PLATES AND BLOCKING N0.2 4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" DIAMETER x 10" BOLTS AT 48" ON CENTER, 12" MINIMUM FROM ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE. 5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" ON CENTER. 6.ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 O.C. WITH 5/8" GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED. 7.ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT. O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES. 8. COMMON NAILS SHALL BE USED. 9.FIRE BLOCKING 2 x 1 1/2" THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS. 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER. 11.MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL BE 2 x 4 @ 161' O.C. UP TO 14'-0" 2x6@1611O.C. UP TO20'-0" 2 x 8 @ 16" O.C. UP TO 26'-0" 12.PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 13.BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16" LARGER THAN THE BOLT DIAMETER. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS AS FOLLOWS : FOOTING, SLAB ON GRADE, MASONRY, AND BENT DOWELS, TIES #3 BAR AND SMALLER ASTM A-615 GRADE 40 #4 BAR AND LARGER ASTM A-615 GRADE 60 2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95. 3. MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED TO WEATHER OR EARTH 1" EXPOSED TO WEATHER 1 1/2" EXPOSED TO EARTH 2" PILASTER, BEAM & COLUMN TIES 1 1/2" FORMED FOOTING AND WALL EXPOSED TO EARTH 2" UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3" SLAB ON GRADE 2" 4• SPLICE IN CONCRETE MINIMUM OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82. 6. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95. 7. ALL REINFORCING STEEL; DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. 8. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 9. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 10. ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. 11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 12. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE CLASS "C" SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. 13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION, BY WCRSI. 14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1", NOR 1 BAR DIA., NOR 1x MAX. AGGREGATE SIZE. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. DISTANCE BETWEEN LAYERS = 1". �----c CEILING MOUNT. FLUOR. LIGHT 110V OUTLET 1/2 HOT 110V OUTLET j SWITCH + 3 3-WAY SWITCH V.4 HOSE BIB WALL MOUNTED LIGHT CEILING MOUNTED LIGHT ►® BATTERY POWERED SMOKE DETECTOR 110V SMOKE DETECTOR CEILING FAN n RECESSED CAN LIGHT 11111010011111 NEW WALLS EXISTING WALLS TO REMAIN =_ J EXISTING WALLS TO REMOVE € SMOKE DETECTORS CONNECT TO BUILDING WIREING & BATTERY BACK-UP AND SHALL SOUND ALARM AUDIBLE FROM ALL SLEEPING AREAS NMI ARE DFC �Lg P� w � ..u�M13�'�`u. � i.t,...s...� c c'ns3s.lo e ` h�i{� y�`,�� r p f �:ea �� � �'�©��°p� � must be kept O aGV�7 @J'(O t+ '��4.�..�� WEJ�� Qu �.4"�$ ��'li La����'lA�:,3� 6 � �d �`G'+.� at all fimas ;,;md it Is I ,�guj to rnaka anychai e1jeFawns on same without writter, permission ff Civy of Santa Ana. The acceptance of this plan and specification$ be hold to permlit nor be van, approval of tll ' vi l tc l provisions of AIts Ordinance or state Law. 'e':arT, 5 .e> 1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001 CBC, PLUMBING, ELECTRICAL AND MECHANICAL CODES, 2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN THE DRAWINGS. 4 ALL NAILING TO COMPLY W/ TABLE 23-II-B-1. CBC TYPE OF CONSTRUCTION OCCUPANCY GROUP i i L f� C.. PH 714 / 835 1585 FX 714 / 835 1428 2017 W. ALCO AVE. SANTA ANA ! CALIFORNIA 92703 MACI EI_ALC MSN. COM I I REVISIONS ! i $ _ ' HIV q it SITE: 0 N VjN 0< PH (714) 531 1013 NEW 1124 SO FT 2- STORRY ADDITION a AL DRAWN: CHECKED: DATE: AuG-06-03 JOB NO: SHEET NUMBER: A-1 moi ®R I I %..f I® I I I 1. IG & ALL NEW EXTERIOR FINISHES AND ARCHITECTURAL DETAILS SHALL MATCH EXISTING 1. G.I. STUCCO SCREED 2. STUCCO FINISH 3. 2X STUCCO TRIM 4. CRICKET TO DRAIN. 5. WOOD FRAMED ARCHITECTURAL PROJECTION W/ STUCCO 0/ 6. G.I. SCREEN'D DORMER VENT 12"RTYP. 7. G.I. FLASHING ROOF TO WALL 8. PROVIDE EAVE VENTS AS REQ'D 9. ASPHALT SHINGLE ROOFING CLASS 'A' 10. 2X6 RO. SA. FASCIA BD �AD1) 11. ARCH'L PROJECTION W/ FOAM & STUCCO OVER RF. SHT'G 0 2X RAFTERS PER PLAN vG JST. PER PLAN W/ R-30 INS. JDS @ 16"O.C. W/ R-13 INSUL. 3HT'G 0/ 2X FLOOR JST. PER PLAN )EGE BD. PER PLAN )LLARTIES @ 48"O.C.W/ 2- 16d TO RFTR. FLASHING ROOF TO WALL )RNIA FRAMED CRICKET TO DRAIN (2-1/2: 12 MIN. SLOPE) LT SHINGLE ROOFING CLASS 'C'O/ #30 FELT STRINGER -JYP. BD. UNDER STAIRS ELT AT NEW CONCRETE AGAINST ANY WOOD .F. NUDSILL )NCRETE STEPS )NCRETE SLAB PER PLAN ST18 @ 48" O.C. WEST (FRONT) EASTtivilol 1.14 TVV1V tJ1 J-" (REAR) AO� EXISTING Ak PROPOSED CONST'N \jv CONST'N "Aw 0 D CD r-m 1IL4 / 000 1000 FX 714 / 835 1428 2017 W. ALCO AVE. SANTA ANA O CALIFORNIA 92703 Z MACIELALOMSN.COM 6 w REVISIONS w 0 0 ix IL 0 IT 0 ir . 00 7 0 RIP, 0 1— z SITE: ir LLJ (L 0 Ir 0. it 0 0 z 0 VJ 0 N ir 0 cy) Ir w z z 3: 0 0 < d w z 0 0 w a r w < < Z0 E- z Q0 u- U) < 0 z z w r—z RE <w F- V<a w 2 i2 w a w F- I z IW OWNER: 0, w BELEM AVELLANEDA o Iw PH (714) 531 1013 0 z E cc D 0 co uu JOB DESCRIPTION: 16 z 0. NEW 1124 SO FT w 2- STORRY ADDITION ir 0 co 0 0 z 0 EXTERIOP 0 ELEVATIONS (6 ix 1/41*011-0&1 0 ir cc w DRAWN: AL CHECKED: DATE: AUG-06-03 JOB NO: SHEET NUMBER: 2 _14.-tv. L=16'-O" REMOVE 4X4 POST WALL W/ SIMP ECC A A2 B A2 1102 4x12 / SHEAR WALL SCHEDULE (2001 CRC) TOP SILL CONNECTION ANCHORAGE SYM SHEAR WALL SHEATHING 2 CONCRETE & WOOD SIMPSON (01 CBC) MASONRY A35 O 280 7/8" STUCCO OVER PAPER -BAKED LATH 5/8" DIA. A.B. @ 16d @ 6" O.C. 16" O.C. W/11 GA STABLES @ 6" O.C. TOP & BOTTOM 72" O.C. & E.N. & F.N (PER SECT. 2513) Q 260 3/8 " C-D, C-C PLYW'D BLKD. 5/8" DIA. A.B. @ 16d @ 5" O.C. 16" O.C. W1 8d @ 6" Q.C. E.N. & 1211 O.C. F.N. 48" O.C. 15/32 " C-D, C-C PLYW'D BLKD. 5/8" DIA. A.B. @ 16d @ 3" O.C. 12" O.C. 11 340 W/ 10d @ 6" O.C. E.N. & 12" O.C. F.N. 32" o.c. 12 1 490 15/32 " C-D, C-C PLYW'D BLKD. 5/8" DIA. A.B. @ 5/16" LAG @ 8" O.C. 8" O.C. W1 8d @ 3" O.C. E.N. & 12" O.C. F.N. 24" O.C. 13 1 550 15/32 " STR I PLYW'D BLKD. 5/8" DIA A.B. @ 5/16" LAG @ 6" O.C. 8" O.C. W/ 8d @ 3 O.C. E.N. & 12 O.C. F.N. 161, O.C. 14 01 665 15/32 " STR I PLYW'D BLKD. W/ 10d @ 3" O.C. E.N. & 12" O.C. F.N. 5/8" DIA A.B. @ 16" O.C. 5%16" LAG @ 5" O.C. 8" O.C. 15 1 TW/ 15/32 " STR I PLYW'D BLKD. 5/8" DIA A.B. @ 8" O.C. 5i26" LAG @ 4" O.C. 6" O.C. 870 10d @ 2" O.C. E.N. & 12" O.C. F.N. NOTES: A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8 " DIA X 12" A.B.'S @ 72" O.C. WITH 7" MIN. EMBEDMENT, UNLESS OTHERWISE NOTED, AND WITH MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER UNDER NUT @ EACH BOLT. B. ALL INTERIOR WALLS WITH SHOT'PINS. RANSET 03348, OR EQUIVALENT. AT 36" O.C. @ BEARING WALLS AND 48" O.C. @ NON -BEARING WALLS, UNLESS OTHERWISE NOTED. C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. D. CODE MINIMUM 16d SOLE PLATE NAILS @ 16" O.C. TYPICAL AT ALL SECOND FLOOR WALLS (U. 0. N.). E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. F. ALL NAILS ARE COMMON NAILS. G. TABLE FOR USE WITH STUDS @ 16" O.C. MAXIMUM. H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH. 5/8 " DIA A. B. MAY BE REPLACED BY 5/8" DIA THREADED RODS W/ 5-3/4 " EMBED. WITH CIA -GEL 7000 EPDXY SYSTEM I. C. B. 0. ER. 4846. (OR EQUIVALENT), AT THE SAME SPACING. K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL.. L. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE. 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITH STAGGERED NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF. 2. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE NOTED ON PLANS. 1, ROOF SHEATING: 1/2" CDX PLYWOOD (32/16) OR 7/16" OSB, UNBLOCKED DIAPHRAGM. W/ NAILING: 10d @ 6" O.C. SUPPORTED ENDS & BOUNDARY 10d @ 12" O.C. FIELD. USE (8) 16d @ TOP PLT. CHORD SPLICE W/ ST6224 (USE 1X6 SOLID SHEATING OR A-C GRADE PLYWOOD AT EAVES & OVERHANG) 2. PROVIDE 4X POST AT EACH END OF 4X10 OR LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS 3• FOR TYP® STUD WALL FRAMING SEE 8 SD1 4. B.N. ALONG STUDS 5, FLOOR SHEATING: 3/4" T&G PLY'D (40/20)- UNBLOCKED W/ EXT. GLUE AND NAILING: 10d @ 6" SUPPORTED ENDS & BOUNDARY, 10d @ 10" FIELD. USE (8) 16d @ TOP PLT. CHORD SPLICE W/ ST6224 6, PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS 7. PROVIDE FULL BEARING W/SOLID BLOCKING OR SHIMMING BELOW ALL POSTS AT FLOOR. 7 SD 0 4X10 BEDROONI E- 8' CL'G 4X4 K.P.co x �— TO R . B. clq A A2 qB Fu" U N " N O DAi LAN �i..e�.-O.0 HG FRAMING PLAN 1/4--r-a. 1. CONCRETE SLAB (4" THK. MIN W/ 6"X6"- 10#/10# WWF) OVER 2" SAND OVER 6 MIL VAPOR BARRIER OVER COMPACTED EARTH 2. LOCATION OF PLUMBING FIXTURE. 3. EXISTING 12"X12" CONC. FTN'G 4. NEW CONC. FTN'G. (15" W X 18" D W/ (2) #4 TOP & BOTTOM MIN 5. 24" L. #4 REBAR DOWELL TOP AND BOTTOM AT NEW TO EXISTING FTN'G 6" INTO (E) FTN'G W/ "EPDXY" 6 CONC. LANDING: 3-1/2" THK W/ 6"X6"- 10"X10" WWF. PH 714 / 835 1585 1 Fx 714 / 835 1428 2017 W. ALCO AVE. SANTA ANA (O CALIFORNIA 92703 IZ MACIELALCMSN.COM w w REVISIONS w .... U O a: A 0 O is IL 0 I w i r ; m co o , a "5 Q rIIn ' K q l' Z WWaa Oy4� y« V.:,«¢� r Ah 0 s** , U a - co Z SITE: w w 0. O it ir a It a ir I— N z 0 v ol C\J 0 0 Iw z iw z 00 < a w 0 z 0 F5 10 w rr w w O Z z 0 �Q LL v 0 O z (_ z �( " IF �F rz 3: 0) < cc QC/) ,o w 2 2 w cc 5 d w F- z w OWNER: U 0 w BELEM AVELLANEDA 0 I2 i� z PH (714) 531 1013 10 z cc D U U 0 I� w JOB DESCRIPTION: U z a NEW 1124 SO FT w 2- STORRY ADDITION U 0 0 z 0 STRUCTURAL O ¢ 1/4"'1.-011 fr cc w z Q DRAWN: AL CHECKED: DATE: AUG-06-03 JOB NO: SHEET NUMBER: G.I. FLASHING P E P A E d B 1 4 tfid -11 v 1 2 //// / / / 16d 0 3 4" O.C. / / / / / 4 O.C. 5 i 6 E.N. 2 4 SHEAR PANEL /'� / .. �) 3 PER PLAN 8 � a SEE SHEAR WALL SCHED. - - - -- �. } �' / / / / / 2 FOR SHEAR TRANSFER 0 16d 0 3 5 E.N. SHEAR WALLS 1. EXISTING ROOF RAFTER ( SSTB 5 ( ANCHOR 7 -+ Y ifid 0 � 2• EXISTING CEILING JST, � --`6 / °. 0 1 PLY'0 FLOOR 4 O.C. 3. E.N. ( «' 6 0 SHEATHING PER PLAN °� _ a 4. NEW 2X 4 STUDS 0 16 O.C. 1 WALL DASHED 7 � U 2 2X SOLE PLATE 3 (WHERE OCCURS) 7 5, NEW 2X BLK'G v, � 3. 2X STUDS 0 16" O.C. 1 2 BOT. PLT, & NA1L'G 1- ROOF SHT'G 0/ 2X ROOF RFTR. F . �- a � U �. 6, EXISTING STUD WALL E.N. 3 FLR. SHT'G & FRM'G. PER PLAN OX6 STARTER BOARD 5 RM CORN R & Q 4 DBL TOP PLATE 4DASHED 0 INT. WALL-SHIPLAP- AT EXPOSED EAVES) °SIMPSON' POST CONC. MIN. SIMP. MAX. 1 3f4" FRM EDGE PH 7 1 4 / 835 1585 5 7. NEW 2- 2X BLK'G (WHERE OCCURS) 2- B.N. NO. BOLT BOLT Le HB SB PST SSTB LOAD I F x 714 / 835 1428 5 2X 0 16" O.C. 4 TYP. D@L. TOP PLATE z 2017 W. A L C o AVE. 3- (33- 16d 8! RFTR. TIE � S A N T A A N A 7 fi 2X BLK'G W! A-35 16" O.C. 5 2X RIM JOIST 4- 2X BLK'G W/ A-35 0 HD2A (2) 5/8 % 12" 41/2 1/2 4X4 16 2775 U CALIFORNIA 92703 W/ 16d 7 HEADER PER PLAN 8TO P PST, O.C. 16'° O.C.. U.N.O. 2) ' Z M A C I E L A L@ M S N. C O M 5' CEILING JST. HD5A )(4 �4 16" 5/4 3 4X4 20 4010 w 2 6 PLY'0 FLR. SHEATING PER PLAN w REVISIONS 8. 2X FLR JST. PER PLAN PER PLAN - HD6A 2) %$ %8 24" 61/$ 31/2 4X6 28 5510 U 7 SOLID BLK. 48" O.C. fi DBL TOP PLATE PER PLAN o 6 SEE SHEAR WALL SCHED. 8 SHEAR WALL PER PLAN 7- HDR PER PLAN HD8A 2) �/$ a/8 24" 61/g 31/2 4X6 28 7910 a - A FOR SHEAR TRANSFER @ WHERE OCCURS ED0A 2) �/$ 7/8 24116'/831/2 4X6 28 19990 I SHEAR WALLS 9 A-35 PER SHR. SCHEDULE ir 0 SHEAR a TRANSFER HEAR TRANSFER AVT SHEAR TRANSFER M FLOOR TO WALL AT HDR. ,.,,,._��� 17 ROOT TO WALE. ,..,,._�.. 1 ,"_,®_®" T O LDOWN W FLOOR T WALL AT HDR r 3 4'-0" MIN. LAP m r..°� 3 ' 7 (2) 16d ! STUD 1. OPTIONAL COLD JOINT WHERE -' 4 ,sd (8) 16d 0 MIN, & Q 16d 0 7 " j� LAP TOP PLT. PERMITTED BY SOILS REPORT IF = r�y 16d 16°' O.C. . ,. , 4 O.C. 2 MAX APPLICABLE. USE ANCHOR BOLTS 4 O.C. 1 6 STUD .,� 1 7 1. (2) 2X CANT. FLOOR E.N. LONG ENOUGH FOR MIN, 7 EMBEDMENT 7 0r JOIST Q STRAP 6 1` 11 BEYOND COLD JOINT INTO FOOT'G <> UNLESS SLAB IS MIN. 7" THICK R. 2. MST30 PER PLAN 5 4X4 U TO 4X4 POST TO DBL F.J. ,_ - _ �� �� HDR. _ OVER COLD JOINT. 1 6 D MIN. PROVIDE 1X6 LET IN 2. CONC, FTG. PER PLAN 4 � E.N. ®-- -- BRAC'G (IF NO SHE co3. SHEAR WALL WALLS OCCUR) � 60 6 WHERE OCCURS 6 W7 16d � 24 MAX. � 45° MIN. W! 3' 04 MIN. SERE PLAN BOT � SITE: 4, (2) 2X4 STUD �-- 3 4 SEE SHEAR WALL SCHED. O.C.FACE (3) 8d EA. END & EA. 4• •4 REBAR DOWELL AT 24" O.0 0 _ �( z w 2 SEE SHEAR WALL SCHED. 5. ,IMP "ST" PER PLAN 2 FOR SHEAR TRANSFER NAIL (3) 16d E.N. STUD BRACE EA. AT 2-POUR OPTION ®- - • • II 0 FOR SHEAR TRANSFER SHEAR WALLS TYP. CORNER 0 25' O.C. MAX. it SHEAR WALLS 6. 2X BLK. �` - ® 2X TRIM'R & t2) 16d E.N. PROVIDE 2X FIRE 5• ATC2TPOUR OPTION OF ION It f �� tO I.} 7< E.N. 7 -- -- - -- - KING STUDS TO 2X SILL �j BLOCK WHERE WALLS �- p 1 PLY'D FLOOR 8. 4X4 POST a JAMB TYP. EXCEED 10' H. & AT ALL 6. 2 OR 3X P.T.D,F, SILL PLATE O 10r o �0 0 SHEATHING PER PLAN 3 CL'G & SOFFIT LINES PER PLAN 0 A.S. PER PLAN 18` � � � O ¢ ,- _ 9. CONT. 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ROOF TO WALL r.r-o.. 4 Er z r- F-1 I I + / 0.7u I;D 0 u FX 714 / 835 1428 t 2017 W. ALCo AVE. SANTA ANA CALIFORNIA 92703 Z MACIELAL MSN.COM REVISIONS Lu n. ffIII m 3: z D cc z SITE: cc Lu a. CL Ir z D 0 Er D 0) Ir w z z o< uj z r Lu I < F- < Z 0 z D ■ U) z z Lli F- F- T-Z ul F- Lu F- z uj OWNER: BELEm AVELLANEDA z PH (714) 531 1013 1 F- V) Lu JOB DESCRIPTION: 5 z CL NEW 1124 SO FT 2- STORRY ADDITION z 0 co ARCH IT' L DETAILS AS SHOWN 0 w z DRAWN: AL CHECKED: DATE: AUG-06-03 JOB NO: SHEET NUMBER: AD-1