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HomeMy WebLinkAbout10141567.pdfPREPARE[ c f NNING yVISION SC r1�^�� � d x �('4 .. >4w .s... r.�++•rr�.,wamww..�r« . Landscap z ..^3.'a`l.�`.^�'.�.s"" �'`�� xYs•�^F ���e� 4 ' +-?S.4� k job 0, XIL ' OT the TIMIDtavid 75 .3 same %1 " �.- "". y y t. 5.q i 5 Cs4 iDl this Plan le Law 4, rid' 4 " CO@ t� ' 4 ,i'°'� 3. 3Xd ,� top ti Ak 01 m C0N,.TMCT pHONE, p sy G gg { of `�` ,Si�,,�'4� 8.[ k. k� v cN^ 000 10 4,. }� -10 ,,iA .x LA,- _.... zanam�.0 xi� asuraw�rc�xcsxi F '��, r � a ""�,. '� c✓ w� OCT 1 5 tom i manta Ana A O U' y. Ar OeL mclat,. z 714 = 2017 W. ALCO AV REVISIONS D 1t►,tcJ..z u o� a x 0 v d z 0 U • 0 O W z Z ul W Z W 0 !� 0 0 z 0 a U u. • 0 0 Z 2 W H Q W H 0. W W Q W I 0 W Mr. Tithya Peou i 714/539-0757 z 2 z cc x 3 Jos DEscmpnow E �0,re ��� i v 0 0 New Room W Addition NDRAWN:_ .._._w_. _. __..._..__.wARA CHECKED: DATE: JOB NO: SHEET NUMBER: PREPARED S WINDOW SCHEDULE MARK SIZE TYPE MATERIAL NOTES WIDTH HEIGHT 1 4-0 4'-0 SL. VIN. 2 6 — 0 4'1-0 SL. VIN. 3 3 )-0)) 1 )-0)) SL. VIN. 4 6 )—C 4 ' —0)) SL. VIN. 5 4 —0 4 )-0)) SL. VIN. 6 6-0 4-0 SL. VIN. DOOR SCHEDULE MARK DOOR SIZE TYP. WD HGT TH K 001 7`2 3- 6 " 6p-81' 2 » sc 002 2t_3*p 6$-83'p 2 PI sc 003 2)-6)) C-8" 2 sc 004 C-0)) C-83) 1 1/41) sc WALLS TO BE REMOVED rea r7 0 AraiceLV Mal cl. e, L z 714 285 1121 F- 2017 W. ALCO AVE. 4-- A e lk -s- ^ A\ s a ^ REVISIONS SITE: Ir 0 z 0 0 Wz 0 z 0 0 elk, 0 z 0 0 0 z z ui ix W 0 DEvELoPER / OWNER: ivir, t unya ireou W 714/539-0757 z T W s q, -F t 0 New Room a: 0 Addition PREPARED B 4X6 HDR. 4X4 HDR. 4X6 HDR. '.f 2 C. 1611 ox C.J @ 16" ox • I ►�i 4X4 r X 2XIO R.R @ 6rr on. Do w 4X4 HDR. 4X4 HDR. 4X: HDR. 7 4V HDR. a' 's' + 4 KP t 4X4 KP C (0)4X4 HDR. �t Ilk 1/4 1t � 11.011 4X6 HDR. i 2X6 C r@ 16rr o.c I � 2X10 R.R @ 16",OeC .t 3, e ^� 4X8 FLUSH BM. F NU.1 t s � wmuu - +aas+»:»iu✓tau'r:wc^.rucvru< wuuwv"u+vau.w..aw'w..r�1l..r. ...w.vuwww.s. u. ...... ....vuu,c.. rn...aa.u�._,.nr em....v :4� k� `ys ' I EW CALIF.F M C- ROOF'G MATERIAL Y GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001 CBC, PLUMBING AND MECHANICAL CODES, THE CEC AND LOCAL ORDINANCES. 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 STRUCTURAL NOTES 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 €ITTH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 X 2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO ACT 301. 3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I, OR IT LOW ALKALL CONFORMING TO ASTM C-150. 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF 28 DAYS FORS 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. IO.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. I1.N0 WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95° F. 12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2. ASPHALT SHINGLE CLASS 'B' OR BETTER TO MATCH EXIST'G SFR W/ # 15 FELT UNDERLAYMENT RDOF SHEAT/6 1/2" CDX) 24/0 INDEX PLYWD D W /8d COMMON NAILS @ 6° o.c EN/ BN) 8d @ 10' ac FIELD) PROVIDE ROOF RADIANT BARRIER PER T - 24@ PLYW'D RODE SHEAT'G UNDER SIDE 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 1. FOUNDATION 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/DR 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 Y 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, 0. ) 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 i VERTICAL SLOPE), SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR, 10, FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. 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 t GRADE 3. JOIST, PURLINS 2' TO 4" WIDE, 6' & DEEPER NO. 1 BEAMS, PURLINS OVER 4' WIDE NO.I SUBPURLINS 2' TO 4' WIDE, 6" & DEEPER NO. i 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 NO.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. T WITH 5/8 G � GYP. BOARD EACH SIDE UNLESS ❑ HERWISE 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. It. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL BE = 2 x 4 @ 16' D.C. UP TO 14' -0' 2 x 6 @ 16' O.C. UP TO 2W-O' 2 x 8 @ 16' D. 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. 3 _ SIMP ST 6224 @ TOP PLATE (TYP) 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 'rO 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 t MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER. CONFORM TO ASTM A-185 AND 1-82. 5, WELDED WIRE FABRIC SHALL L CO 6. ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACT 318-95. 7. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT, B. 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 SMALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FI3REIGN MATERIAL WHICH MAY AFFECT THE BARS ABILITY TO BLIND TO THE MORTAR. 11. REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE f'IELD 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 [IF 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 ix MAX, AGGREGATE SIZE, BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN. DISTANCE BETWEEN LAYERS = 1'. ST2215 0 48" O.C. BN IN LIEU OF 2X4 TIES 2X RIDGE BOARD 2XJ TIES 0 48 OC 3--16d TYP. PLYWD ROOF SHT'G PER PLAN • • RR PER PLAN • a 5 3 4 2. CUNC, FTG. PER PLAN 3, #4 BAR TOP & BOT ce MIN. SEE PLAN L f® 4, 2 OR 3X P. T. D. F. SILL PLATE -- I PER PLAN @ A. B. PER PLAN p�., `A - r y 5.2 OR 3X STUDS @ 16" O. C.� « cn C3 III I. CONC. FTC. PER PLAN a z 2, -04 BAR TOP & BOT MIN. SEE PLAN 3. 2 OR 3X P.T,O.F. SILL PLATE 0 C: PER PLAN 0 A-B. PER PLAN ---' CU 4. 104 RESAR DOWELL AT 24" 2 O.0 AT 2-POUR OPTION S°' p 2-STORY[ ,2„ 0 I-STORY'`�. 3 _ 12' @ 1-STO 7. 2 OR 3X STUDS 0 16" O.C. PER PLAN NEW INTERIOR FOOTING EXTERIOR FOOTING 4'-0' LAIN. LAP 2) 16d / STUD 1 ' (8) 16d @ MIN. & LAP TOP PLT. 16d @ 16' D.C. 2 @ ST MAX------ /d4 3 4X4 HDR, MIN. 16d ©. C. NAIL 2X T KING @ JAI (2) TO P STUDS B TO 2X SILL TYP. 'IDE ST T. rkovly? IX6 LET IN MAC'G (IF NO 51fM + WALLS OCCIR) @ 60 5 + MAX. @ 4� MIN,°W/ + (5) 8d �& ENP & M. 51UP WAC� M. COINER @ 25' OL, MAX, pROVIpr 2X I'M 6 BLOCK WHERE WALL5 EXCEfn 10' H. & ArALL 1- ROOF SHT' G 0/ 2X ROOF RFTR. 7 CL'G & 50EEIr LINT E5 PER PLAN (1 X6 STARTER BOARD 2X STUDS --SHIPLAP- AT EXPOSED EAVES) @ 16" O.C. 2- B. N. 3- (3) - 16d @ RFTR. T I E 2x r'. ff. SILL I'Lr, W1 5/ 8 ° 191A. ANCHG. 4- 2X BLK` G W/ A-35 @ PODS W/ 7° EMpWlf 16' ❑. C.. U. N. O. PEp OM PLAN. P�OVIPE IdE A.A. P. 5- 2X CEILING JST. @ 6'-0" O.C. & 41/ 2 ° PER PLAN MIN' / I2° MAX' Cfi?M, SILL Mn 6- DBL TOP PLATE PER PLAN ° 7- 2X STUDS @ 16' D. C. SEE SHEAR WALL SCHAR OR WD. BM. PER PLAN FOR SHEAR TRANSFER @ ° •� • 8- SHEAR WALL PER PLAN SHEAR WALLS WHERE OCCURS SHEAR TRANSFER EXTERIOR BEATING WALL 1"AT EAVE - i t } � a l i14 / 285 1121 _ 2017 W. ALCO AVE. SANTA ANA CALIFORNIA 92703 U MACIELALOMSN-COM 0 W W 0 a a 0 a 0 Ir IL 0 W tt1 t!1 W m J y� W Z 0 3 a REVISIONS SITE' a W a Q a 0 a z 0 rt IX a a z 3.1 rIr W z > w W rn W }- Q 0 0 • U LL z z = F- t- W h 0 W W a w ' a z I 3 DEVELOPER I OWNER: ID Mr. Tithya Peou W = 714/ 539-0757 z h_ z 3 U 0 W .348 DESIritIPTIUN: y U Z :k��4j;?�? a sgtft 00 New Room a 0 Addition 0 t71 0 W } Z DRAWN: AR A CHECKED: DATE: JOB NO: SHEET NUMBER: A=3 PREPARED 6 ASPHALT SHINGLE TO MATCH SOUTH ELEVATI1 1/411 =11_01f ASPHALT SHINGLE TO MATCH R.L • TOP W.L sIlk EAST ELEVATION 1/411 += 11_011 2 t-/ WEST ELEVATION 1/41f - ilmolf 17, i ? \ 4ffl1 TV Rot K v,. 2X6 C.J @16" ox W/ R-�30 INSUL. (TYP.) � �� 7 � �. � � ��� 2X6 C.J @161 o.c W/ R-30 INSUL. {T a ' 1/2" DRYWALL INT WALLS & CEIL'G (TYP.) 1r) 2X4 STUDS Qa 16 W/R-13 INSUL. 31/2" TH. CONC SLAB TYP. { ) e , (TYP.)' SECTION A 1/4ff 11.011 TOP W.L r s► r � r- �N 00 VJ ,+�.�', . ., no _.-----m_._,._ato � t I i Ar c�L L Q � t 7t4 % 285 1121 = 2017 W. ALCO AVE. SANTA ANA CALIFORNIA 92703 U MACIELALOMSN.COM 6 W W 0 Q a 0 I- Ir A. 0 W 3 Vl V1 W J �C 2 to z 0 a REVISIONS SITE: W IL 0 a 0 U f-- z 0 U 0 W W z OE W , Z W .r. o w 0 z 0 t- U_ z z w W F- 0 W W Ci W to F-- z W 3 DEVELOPER / OWNER: 0 A W Mr. Tithya Peou = 714/539-0757 n Iz I� D Iv 0 w JOB DESCRIPTION: U z a W sq,-Ft it 0 New Room 0 A d (A i t i o n 0 w 2 0 Ir ac W r z 4. DRAWN: ARA CHECKED: j j DATE: JOB NO: - SHEET NUMBER: Am4