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HomeMy WebLinkAbout10150500.pdfASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION I - - - - - - - - - - - -- - STUCCO TO MATCH (E) S.F.R. _j N 0 ',m,,9,rH ELEVATION SC-1/47 V_ I I-W, REMOVE EXISTING WOOD SIDING TO INSTALL NEW STUCCO IN EXISTING HOUSE AND ROOM ADDITION SOUTH ELEVATION SC_ V'= I We ASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION 14" X 18" ATTIC VENT EAST ELEVATION $C= %"-- 1"-0" 2 2"x8"RD DX8RD 12 — ASPHALT SHINGLE TO MATCH (E) S.F.R. ---- 2"x 6" ROOF RAFTERS @ 16"o/c 4 /1_8 V DRYWALL INT WALLS (TYP) 6 2' X 8' C.J. @ 16' o/c W/ R-30 INSUL (TYP) 2 SD-1 2'x 4" STUDS @ 16" o1c w/ R- 13 INSUL (TYP) S Em Co"'T" 10 N A SC— %91= I W-ow, G.I. Screened Eave vent 3 holes 2" each per block REMOVE EXISTING WOOD SIDING TO INSTALL NEW STUCCO IN EXISTING HOUSE AND ROOM ADDITION ASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION STUCCO TO MATCH (E) S.F.R. A ASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION ATTIC VENT. CALC'S .690 S.F. /150 = 4.6 Sq. Ft. x 144 = 662Sq. In. REQUIRED I.- ATTIC VENT 14" x 18" = 252 = 252 Sq. In. 2, G.I. Screened Eave Vent. 3 Holes 2" each (per block) = 9 Sq. In. At North -South Side =25 x 2 x 9 = 450 Sq. In. TOTAL VENTILATION PROVIDED 702 Sq. In. I = I T WEST ELEVATION SC_ Y4'W— 7..0.. LIF X C 0� 'e-, AI tA Co) +-�44 Z aCO coo 01/ SH R F.G. � z o > Wito w,/C TUB (5 z > & 00 co 'q tD A W1 ,30" min L H HOWE 111 fluor light LZ �' _T19 E) '4 I F. U0 light7 ............ ..... ----- ..... . . . . . . . . . . . . . . 4" EXHAUST VENT FOR DRYER )2668 EXISTING BDRM # 2 Z > TO RELOCATE AND CONVERT Wfillight IN NEW LAU RM RELOCATED 0 EXISTING WALLS Tt REMOVE TO CREATE (note 0 1E] NEW OPPEN, i NG (a (09 L A I QIlll� (4-111 Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 0 Owner: Mr. Angel Palencia Mrs. Anabel Palencia Ph # 714 - 2674 Description of Job: 690 Sq. Ft. Room Addition Relocate Existing Bdrms # 1 & 2 Relocate xisting Lau Rm & New Bdrm # 3 Nw 0701-2511 END EXISTING FOUNDATION NEW FOUNDATION 9 ak` 4"x8"HDR L T 6 9>L=16'-O' .0 L= 16'-0" A A-2 2"x 8"CA, @ 16"QIC j (ryP) 4" x 4" HDR to X 2"x 6" R.R. @ 16" o/c CO W QO L= 6-4" 4'x 4' HDR St AQsr ------------ 71T SIMP. ST 6224 @ TOP PLATE I X z FLOOR SHFATINCI (EXISTINO) % - T&G PLYWOOD W/ 10d @ 6-o/c ENIBN & 10d @ 10- o1c FIELD (PJAW 16) FOUNDATION NOTES: DOUBLED JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS (WHERE OCCURS) PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NO INTERFERE WITH ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREA FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT, THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING XT�r ; 1i F, i FWA I X P W P 4"x 4" HDR 1-1 L-U 1 0: 2'x 6" R. k. � 16" O/C ! ;0 0' co 4"_i* - L rl )R (T min.} M1 L= 8!-0" L=7'-W 81-0" 6j'-O, (N) 4" x 6" HDR (N) 4"x 6" HDR ------------- T 1 --7-SIMP ST 6236 @ HDR X It 6�1 qN et LU %" CDX, 24/0 INDEX PLYWOOD W/ 8d COMMON NAILS @ 0' ENIBN. 8d @ 10- o1c FIELD. PROVIDE ROOF RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALTH SHINGLE CLASS'S' OR BETTER TO MATCH (E) S.F.R. W/ # 15 FELT UNDERLAYMENT ROOF VALLEY FLASHING HAS TO BE GALVANIZED SHEET METAL (28 GAUGE min) ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. SIMP. ST 6224 @ TOP PLATE R`00F R-AMING PLAN sc-VI-VOIN I IV Marco A. Ahumada 11111 Barclay Dr. Apt. I Phone 714 / 470-9162 Garden Grove, Ca 92841 C P1111111 N M A.P.N. # 198 - 252 - 40 Owner: Mr. Angel Palencia Mrs. Anabel Palencia Ph # 714 / 265 - 2674 STRUCTURAL NOTES 3. GRADE CONCRETE JOIST, PURLINS 2"TO4"WIDE, 6&DEEPER No.i BEAMS, PURLINS OVER4"WIDE No. 1 1: ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK SUBPURLINS 2^ TO 4" WIDE, 6 & DEEPER No. 1 TYPE (160 -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO LEDGERS No. 2 ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 !o. STUDS 2 x 4" OR 3" x 4" STUDS STUDS 2 x 6" No. 1 2: READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM POSTS 57 x 5" AND LARGER No, 1 C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301, SILLS, PLATES AND BLOCKING No. 2 3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF CONFORMING TO ASTM C-160. GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5B" DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12" 4> MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. FOOTINGS 2,500 PSI 5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE SLAB OR GRADE 2,500 PSI WALL WITH 518" ANCHOR BOLTS AT 24" O/C. SIDEWALKS 2,000 PSI 6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 01C WITH 5t8" GYP. BOARD 5: MAXIMUM SLUMP SHALL NOT EXCEED 4". EACH SIDE, UNLESS OTHERWISE NOTED. 6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS 7- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/G UNLESS OTHERWISE NOTED ON PERFORMANCE CAN BE ASSURED, PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES. 7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE 8: COMMON NAILS SHALL BE USED. SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 9,-FIRE BLOCKING 2" x 1 1/1'THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND CL£ANOUT AND INSPECTION. FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. 8: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 10: JOISTS SHALL BE BNLOCKEO AT SUPPORTS AND BRIDGED OR BLOCKED AT 'INTERVALS OF 8' WHERE JOISTSARE 2" x 12 OR DEEPER. 9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %" CHAMFERS UNLESS DETAILED OTHERWISE. 11: MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 2" x 4" @ 16" O/C UP TO 14'-O" 10- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO 2" x 6" (8 16" O/C UP TO 20'-0" THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2 x 8" @ 1S' OIC UP TO 26'.0" 11.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° F. 12: PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS, 12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1t32" AND A MAXIMUM 1116" LARGER THAN THE BOLT DIAMETER. PLYWOOD REINFORCING STEEL 1: PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED 1: REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS OTHERWISE ON THE PLANS. FOLLOWS: FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: 2: EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 OF 2 FEET. #4 BAR AND LARGER ASTM A 616 GRADE 60 3-SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED 2- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI-318-96. FOUNDATION NOTES 3: MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED TO WEATHER OR EARTH 1" 1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING EXPOSED TO WEATHER 1 PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO EARTH 2" PILASTER, BEAM & COLUMN TIES 1 1/ 1, CONTINUOUS FOOTING 1,000 P.S.F. FORMED FOOTINGAND WALL EXPOSED TO EARTH 2" ISOLATED FOOTING 1,000 P.S.F. UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" SLAB ON GRADE 2" 2: ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED 4: SPLICE IN CONCRETE: OTHERWISE. MINIMUM OF 36 BAR DIAMETER OR 12" WICHEVER IS GREATER, 3. ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS 5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A,185 AND 1-82. OTHERWISE NOTED. 6: ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF AC1318- 4: FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 95 5: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 7:ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 8: ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. S.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR SHEDULES. 9- ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS 10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY (U.N.O.) OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. 8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 11.- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE 9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN- 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE PLACE AT THE FOUNDATION POUR. DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE CLASS `C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY 10: FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE POSSIBLE VARYING SUBSURFACE CONDITIONS. FABRICATION. LUMBER 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI. 1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23(2001 C.B.C). 14: CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR 1 BAR DIA NOR 1x MAX AGRAGATE SIZE, 2: RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS 1". 1 lJoist to sill or girder, toe nail 3-8d 2 Bridging to `Gist, toe nail each end 2-8d 3 1 "x 6" 25 mm x 152 mm subfloor or less to each joist, face nail 2-8d 4 Wider than 1" x 6" 25 mm x 152 mm subfloor to each joist, face nail 3-8d 2" 51 mm subfloor to joist or girder, blind and face nail 2-16d c Sole plate to joist or blocking, typical face nail 16d @ 16" o/c Sole plate to joist or blocking, at braced wall panels 3-16d per 16" 71 Top plate to stud, end nail 2-16d 8 Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL 9 Double studs, face nail 16d Q 24" o/c 1 o Doubled top plates, typical face nail 116d @ 16" o/c Doubled top plates,lap splice 8-16d 11 I Blockins between joists or rafters to top plate, toenail 3-8d 121 Rim joist to top plate, toenail 8d 2 6" o/c TO lates, la s and intersections, face nail 2-16d Continuous header, two ieces 16d 16" o/c aloe each ed e r16 Ceilin joists tD late, toenail 3-8d Continuous header to stud, toenail 4-8d 171 Ceiling joists, laps over partitions, face nail 3-16d 18 Ceiling joists to parallel rafters, face nail 3-16d 19 Rafters to plate, toenail 3-8d 20 1" 25 mm brace to each stud and plate, face nail 2-8d 21 1" x 8" 25 mm x 203 mm sheating or less to each bearing,face nail 2-8d 22 Wider than 1" x 6" 25 mm x 152 mm sheatin to each bearing, face n; 3-8d 23 Built-up corner studs 16d QD 24" o/c 24 Built-up girder and beams 20d @ 32" o/c top and bottom and staggered 2-20d @ ends and @ each splice 25 2" Planks 2-16d @ EACH BEARING SHEAR WALL SCHEDULE 1997 U,B.0 SILL BOLTING ALLOWABLE EXTERIOR INTERIOR SILL NAILING MARK WALL TYPE SHEAR WALLS WALLS UPPER STORIES 7/8" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM $ PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No, 1823, FEB, 1973) OR (ICBO 180 PLF 5/8 @ 55" O/C 5/8 @ 55" O/C 16d 8" O/C No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12" O/C FIELD 260 PLF 5/8 @ 38" O/C 518 @ 38" O/C 16d 6" O/C TABLE 23-II-1-1 U.B.C. NOTE 1,9,10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD 350 PLF 5/8 @ 26" O/C 5/8 @ 26" O/C 16d 4" 01C TABLE 23-11-1-1 U.B.C. NOTE 1, 6, 9, 10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" 01C @ EDGES & 12" O/C FIELD 380 PLF 5/8 @ 26" O/C 5/8 @ 26" 0/C 16d @ 4" 01C TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD 490 PLF 5/8 @ 20" O/C 5/8 @ 20" O/C 16d @ 3 TABLE 23-11-1-1 U.B.0 NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 1/2 O/C 1S 3/8" PLYWD SRUCT Ii OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 610 PLF 5/8 @ 16" O1C 518 @ Ie' O/C 16d @ 2 TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5 6, 9, 10 & 11 BELOW 1/2 O/C 1 1/2" STRUCT IPLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 870 PLF 3/4 @ 16" O/C 3/4 @ 16" O/C N/A OVER 3X STUDS TABLE 23-11-1-1 U.B.C. NOTE,1, 3 5 6 9 10 & 11 BELOW NOTES: 1,- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14 2. WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE TH E NUMBER OF BOLTS. (LE. HALF THE O/C SPACING) 3- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY 4- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL 5: GRAMNG AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED 6, WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR TH ICKER & NAILS ON EACH SIDE SHALL BE STAGGERED 7- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 518" x 10" A.B.'s @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS 8, ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" O/C & 48" 01C RESPECTIVELY: I.E. OZARK # H-67 ICBO REPORT 1280, MAY 1987 9, USE 2 112 x 2 1/2" x 3116" PLATE WASHERS 10: USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 11: AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 71/2' 12: USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 13: AT FLOOR LEVELS USE SOLID BLOCKINGAT PERPENDICULAR SHEARWALLSAND DOUBLE FLOOR JOISTS AT EACH END OFTHE SHEARWALL. 14- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TOTHE WALLS BELOW. 15: ALLHOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TOTHE LOWER LEVEL OR TOTHE FOUNDATION. Plywood Sheeting 2- 16d ea 2" x 4" , 2 x Blk'g @ 48" o/c First Bay Only 2" x 4" Cont. Blocking wl 16d @ 8" or A-35 @ 32" o/c 7 ST2115@4WO10 IN LIEU OF 2" x 4" TIES 2"x4"TIES @48"otc 3 - 16d (TYP) B.N, 1" x 6" Starter Board (Shiplap) 2" x 4" Fiat lookout @ 32" o/c Notch into First Rafter E.N. z2- 2" x 4" Dbl Top Plate 2" x 4" Studs @ 16" olc w/ R -13 Insul PLYWD ROOF SHTG PER PLAN R,R. PER PLAN 1• +++,+./ I \+ + + + I 2" x 4" Studs @ 16" o/c wl R-13 Insul (Exterior) (Typ) Exterior Finish Interior Finish x4" P.T. Mudsill w/ %" x 10" L. A. B. & Mudscreed w/ 2" x 2" x 16" washers (Typ) 3)/" Th Concret Slab 6" min. 4" \ L Q 7ft I!r 1=I-�1 l I-1 11=1 12" min., 3" mrk[.i— 9 3Y2" Th Concret Slab Na 6 mm. Vapor Barrier & 4" Sand Compacted Earth # 4 Reber Top & Bot. 2" x 4" Studs @ 16" o/c (interior) (Typ) I J Interior Finish 2" x 4" P.T. Mudsill w/ al" x 10" L. A. B. & Mudscreed wl 2" x 2" x ala" washers (Typ) I— 3Y2" Th Concret Slab 7" 14 O 6 mm. Vapor Barrier & 4" rth Sand 12min. " 8 Compacted Ea � C.J.! TIE PER PLAN wt R 12" A# 4 Reber Top & Bot. INSUL PLYWOOD SHEATtNG PER PLAN 2 X RIDGE BOARD 31/2^ SCHEDULE R. R. Dr. RA PER PLAN TYPE SSTB # SSTB # CAPACITY w/ 1-POUR 2-POUF 4 x 4 min. 2" x Stud Filter PHD2- 18 20 3,610 B.N. �-- 2- 16d Past per PlanSDs3 (4 x min) H02A 16 20 2 778 LET IN 2" X 4" Fasteners per manut. HTT16 16 20 3AW / Y Simp Holdown HHOSA H 16 20 4,010 S r!R':opin) (PHD SDS3 20 24 4,6W E.N. HTT22 24 5,175 2" x BLOCKING @ 48" o/c E.N. 2 - 2" x 4" DBL TOP PL 1 PHD& FIRST BAY ONLY JSDS3 28 34 5,860 9 2" x 4" STUDS @ 16" o/c HD64 28 34 5105 2" x 4" BLOCKING wl 16d @ 8" otc wl R-13 INSUL. (TYP) 2x 2-zx HD8A 28 34 7,460 or A-35 @ 24" olc slmpson or 3 x per plan HD1 oA 28 34 9,540 Mln �� HDQB- SHEAR WALL @ CRIPPLE WALL 3" alrmin. Per Schedule SDS3 Q8 28 34 8,325 WALL FINISH PER PLAN Note: Concret Stem Walls shall be: pour system Note: For Raised Foundation use SSTB for two 6" min widht for ala" diem Anchors and extend bolt beyond sill plate above floor stealing or use E.N. " min widht for %" diam Anchors Simp. CNW Coupler for Bolt Extension. E.N. " min for cone block ** PHD or HD PER PLAN & SIMPSON CATALOG 4 x 4 POST MIN DRILL HOLESY16" LARGER EXIST OR NEW SILL THAN BOLT DIAM. PLATE NEW CONCRETE SLAB 18" L. #4 REBAR DOWELL, 6" INTO EXIST'G FOOTG @ 48" olc w/ POREROCK 1 ``,-- EXISTING FLOOR EXISTING FOUNDATION EXISTING FOOTING THREADED ROD w/ EPDXY I.C.B.O. # 5279 CITY OF L.A. R. R. # 25279 w/ SPECIAL INSPECTION Not SCHEDULE TYPE "D" THIRD ROD (diam) Allow Tensile Load (See Note 1) PHD2- SDS3 1 12" V 3,610 HD2A 12' e HD5A 12" 4.010 PHD5A SDS3 12" 4,685 HTT22 12" r" 5,250 SDS3 16" 7" 5,860 HD6A 15" g" 5,105 HD8A 15" 7,460 HD10A 15" a" 9,540 SDS3 15" 8,325 es. 1.- Concrete= fc=2,000 P.S.I. min. 2.-For Raised Floor, use Longer Botts to extend above Floor sheating 6" 18" min. Existing Slab New !7 Floor * NO Special inspection is required for epoxy in this aplication Drill a/a" 4 diam hale fill w/ epoxy # 4 Reber Dowels @ 18' c% grout & insert dowel) alternate; use Y2" redheads & thrd'd rod Reber Dowsllf same size & spacing as footings Fxisrg New Raised Floor Drill Slant holes Ye" over dia of bar, fill w/ epoxy groat " 6" 24" min I.C.B.O. # 5279, I.C.C. REPORT 5279 A - 35 @ 16" Ole (Alt) Y2" Drywall Int. wall & Ceiling 12 74 Roofing material o/ 15# Felt &/" 2 C.D.X., 24/o Plywood 2" x Roof Rafters per plan 3 Holes 2" each wl G.I. screen'd save vent. 2" x Ceiling Joists per plan wl R -30 Insul. 2" x Blocking w/ 3-16d per block & 5- 16d @ Rafter Tie 2- 2" x4" Double Top Plate 2" x 4" Studs @ 16" o/c wl R-13 Insul (Exterior) Exterior Finish r 1 1� S V , Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 Angel Palencia Anabel Palencia . 1 1 CERTMCATE *RE OF CONT CE-- SIDEN TLAL' 'Palencia'sAddltion, Jul 30;. 2005, d -1,19.N,Jackson :St:;. -Santa Ana; Ca 92103: Marco A. 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