Loading...
HomeMy WebLinkAbout10140482.pdfI Ira "ll ROOM, ol- 47. 56 T.B. 4 072 0 00 io: 0 .0 ... . . ........ ... ..... .. .... . .. T . ...... ....... ............ , 31- 2 . ..... ....... . .. ... T 4 :,--,C-, 6or A 0'. one. ft i lcmfl X S lleli�]�f D i lt�i 0.; AWO t MO t�: --il A' .... . .... . :mom I f ft- I I 050 ..... ..... T . .. ...... um: 0'— t 4,�`3�;it 01 . ......... . ��k .6 Of MI.- . . . .... ...... ... . ... .. . q;Tbw �-.6: ft ... ..... . .. WJ L .......... u d ZONE .. z ame F ��A . ..... t T ��i �ype .... . ... .. .. A Al ............. .. . ......... . 7M., -film ........ 7X ...... ...... ............ . p—:t:... ............... . 4: b ........... .. . ... OPAQ . . .... U*Faq y Nl::`��:::: .... .. . .. .... mid 11, GM ts ... . ..... ... . . . . 7. ............ .. . . . . ......... . ... . ... .... ... a a SO IWAL ... 04312x M OCA I d, ................. ............. .. ......... 13: - W. Flibo..: 2 .. ..... :d: .... . ...... .... . . ............ ........... .... .......... . ... ...... .. . . . .. . .......... :b a p X, —.1— .. . .... 1 .... mv wd.. 4 _4 . ....... ... ........... ....... . ...... . ...... v. .. ....... �o X m. . ...... . ............ X ........... ......... . ... . . ........... ... om .. . ...... .. ... . .. .. ....... ....... . . . .. ... .. .. ... ....... ........... .... ......... .......... .. .. .. . .... .. . .. . ... .... . . .. .. .. F: . .... . .. ... ...... ...... X.- .. ... ..... M. .. . . . .... .... ..... :.:X ........... . . ... ... .. ..... ........ -,X ...... .......... ... . .. ... ... . ......... .... ......... ...... ......... ... Imm ............ 11, ..... ..... ... . . . .. ... . . ........ ....... ... ... ... . . ..... ... . ..... . . . ... ...... ... .. . . . ....................... .......... ERMAL .... ... ... Th lkck: ait . . ....... . d:, on .. ... ... . . ...... . ... b ... PgRIMET-, ER . . .. .. .......... F2 G... 'Fad, h B., - v b wo -M .... ... .... ...... . ............ ......... ...... F ....... .... ............. -T .4, w.: . ..... A V PO ah ft 0, Sit. axt Tf I.: AFUEMS 4. M-a . ............ 0: Fab,, 0- ... . .... .. . . ... . . ..... ....... o ....... ...... ........... ........... p .. . ..... . . . 4� ................ .......... ....... qw- ...... . C 0- 6 i ei � i ti:::: E. 4� U 11 om, 6. Ne . ...... ...... X:- M. Nor -oot'. LOGS 01 L bafid---d: . ....... E imv. 'M R) .... . ... . . ....... -1, 0 0.- .6i.-S. R:: Doubt RAW .......... .... ..... . . . .. ........... NOW".: 7: X . ... . .. ... . .. .. ............ Sm 'T ... ... ... .. iR A h.k *ei b . .. .... Eli ifga.'�. :p . ..... . Sp itar .............. ... . . . .... ........ .. . d z. . ........ ............... . . ............ . ... .. . ...... -". MO h"N' -�il MO i:: 75SIX. 0 .. . .... % k . wx ........ .... s w M ..... ...... ... .. . ........ . . . ..... ....... . . ........ ... . ... .. ... .......... . .... ;X; -X... X ........... .. ... ..... ..... .... ....... ... ..... ... . .. . ......... PROJECT DE5CRIFTION: 49-8561oft. New ly r',nd Bath Addition, Room 1.All work shall conform to the 200 edition of the California building code, 2 . Framing conditions not specifically shown shall be framed similar to those shown for the respective materials and conditions. 3.Provide opening and supports as required for ducts, piping, and mechanical and electrical installations. All suspended equipment to be provided with approved sway bracing. Water heater shall be provided with sway bracing. 4.Temporary toilet facilities shall be provided before construction or demolition is started, if required by local ordinances. 5.The lot shall be graded to carry water away from the building. 6.Verify and check all dimensions and established elevations with job site conditions. ?.Working drawings are not to be scaled. Dimensions shall govern. 8.Provide a State Fire Marshall approved smoke detector where shown on drawings. 9.A separate permit is required for retaining walls, block walls, and all building not atached to main structure. 10.Epoxy anchors require special inspection, if epoxy is used. FOUNDATIONS 1.Continuous footing shall not be less than 12 inches wide for single -story and shall not be less than 16 inches wide for two story structure, unless otherwise noted. 2.Bearing footing shall have a minimum of two No.4 bar top and botttom. 3.Slabs on grade shall have #3 bars a 18" o.c. each way and a 4-inch granular cushion of clean sand or gravel to preven capillary rise. 4.Provide a moisture barrier within granular base with a minimum of one inch of clean sand above and below membrane. S.Minimum slab thickness be 4 inches. 6.Provide minimum 26 gauge corrosion resistant metal foundation weep screeds below stucco at foundation plate line. ry W D ••R4 1.All concrete to be f = 2500 P fD i at 28 days. Maximum water 7 1/2 gal. per sack. 2.Cement per ASTM C150. Tested'type II low alkali. 3.Reinforcing steel per ASTM A615, Grade 40 for #5 and smaller; Grade 60 for #6 and larger. 4.Anchor bolts, dowels, and other embedded items to be securely tied in place before concrete is poured. 5.Dimensions locating reinforcing bars are to face of bar and denote clear coverage to the main steel. Unless noted, clearance to be 3" for concrete against earth not formed, and 2" if formed. 6.No brick or porous material shall support steel. Use dense concrete blocks. 7.Pipes, other than electrical conduit, shall not be embedded in structural masonry or concrete unless specifically approved. 8.Refer to Architectural Drawings for all slope, drains, curbs, pipe penetrations, depressions, etc. 9.Anchor bolts and footing sills: All footing sills shall be treated and embedded in mortar and shall be bolted to the foundations with 5/8" x 10 bolts embedded 7" into concrete. Maximum spacing of bolts shall be 4'-0" on center. 10. Curing compound per ASTM C309. 1.All lumber to be grade market Douglas Fir - Larch per grading rules of WCLIB or WWP.A as follows: a.Horizontal Framing: Joist and rafters No.2 grade. Beams No.l grade. b.Vertical Framing: Standard grade except No.l grade for post and columns. c.Plywood Sheathing: Grade marked DFPA and per PS 1-74. 2.Glulam: UBC Combination 24f-v4 with exterior glue. Grade shall be industrial. Provide camber as indicated on plans. 3.Use common nails. 4.Provide washers under head and nuts of all bolts and lags. 5.Treated wood: All lumber in contact with concrete or masonary shall be pressure treated or durable wood (grade marked foundation grade redwood or cedar). 7.Fire block stud walls and partitions (including furred spaced) at floor ceiling soffit and at mid. -height of walls over 10'-0" in height. FINISH SCHEDULE WINDOW SCHEDULE ROOM FLOOR BASE MALL CEILING REMARKS � D'- < CY Cre 0 W a_ DIM ENSIO DETAI L MATERIAL. REMARKS MAT. FIN. MA . FIN . MAT . FIN . MAT . FIN . � < W Z � Q --� M �C F-- 1 =� _ --W -W <U U) U) Z � � W N C.� III � % 0__J OWNER TO 0K MATCH WINDOWS WIDE E H GTH Bath Room Conc. theLill wood paint Dry paint Dry wal I paint A 1 slide 6 v - 0 v, 4 ' - 0" yes DBL FROSTED Bed cons. carpe wood paint Dry paint Dry paint B 1 slide 2 v - 0 TV 4 ' -0" yes DBL sd. Its Family Room conc the wood paint Dry wall paint Dry wall paint C 1 slide8+-0" 4V-0" yes DBL D yes DBL , E yes DBL F yes DBL G H K L M N 0 P Q R INDEX Al Notes / Schedule -A2 Notes/ Site Plans DOOR SCHEDULE A3 Foundation & Framing Plan DIMENSION D ETAI L MATERIAL REMARKS A4 New & Existing Floor Plans � Q < � 0 I`W CL >- WIDE HGTH C.� -- � � z � ::E Q CIS � Q ry Z U� W Q= W � � � W Cy O U III � � Z Li W ry A5 Sections & Electrial Plan Elevations D1 Framing Details 1 1 SLD 88--0" 6'-8" yes VNL DBL Exterior D2 Foundation Details 1 Hung 3 v -OYT 61 -8,, 1-3/8 WD. h. c Interior 3 1 Eung,2 i -0T, 6' -8" -3/8 WD, h.c Interior S'*YMBOLS 4 1 SLD 8' -0" 6' --8" MR F.G 101.1 Finish Grade Dwr Drawer 5 E.G.102.3 Existing Grade` 0- Duplex convenience outlet 5 T.W.103.1 Top of wall- Single pole switch 7 T . S .101. 1 Top of Sidewalk F-17 3 Three way switch Two hour division wall L� Waterproof duplex conv.outlet 9 Isulated wall Wall bracket 1 Standar Wall Ceiling outlet w pull 0c chain 1 t"e.---- Dimension to face of wall Ceiling lite 1 ---- Dimension to center of wall ec- an 5min.A.0 for 14 bath 15 min.A C kit 1 A.0 Air Conditioner Ceiling heater 1 Section thru Building Garbage disposal 1 A Window Television outlet 1 'I Door T Ceiling ite on time clock 1 Interior Elevation 4PJ Phone outlet 1 Detail Section Flood lite on time clock 1 MAS Masonite rTT= Cicuit breaker 20 S.P Shelf and pole Medicine cabinet LEGAL DESCRIPTION LOT TRACK _ J_0 _ADDRESS77 1705S. RENE DR. SANTA ANA, CA 92704 C. C Clear Crystal _.� Electric wall heater S.0 Solid Core 12x12 plumbing acess H . C Hollow core ------- Hose b ibb Fuel Gas Thermostat SON GERERO Approve Smoke Detecter O W N E R r FONT BY N W O Z N Q � Z Q d � O oo Z ©C M W �- z n N cn LJ C) W 0 Cl7 0 m i- C) W 0 0 �. ry w o W ? N Q'_ o .. r Z U 0 w ry z L� V) �o Ln 0z V) < L1 Q' 0 DATE:12-13-01 SCALE: DRAWN: P MONTANEZ 01-287 DESIGN: P MONANEZ ENG NO. SHEET: A-1 CIF 8 SHFFT_ SECURITY 1.All openings marked are security opening and the following notes shall apply. Swinging Doors: a.Door stops of in -swinging doors shall be one-piece construction with the jamb or they shall be joined by rabbet to the jamb. b.Pin-type hinges which are accessible from outside the secured area when the door is closed shall have nonremovable hinge pins. In addition, they shall have a minimum 1/41' diameter steel jamb with 1/4" min. projection unless the hinges are shaped to prevent removal of the door if the hinge pins are removed. c.The strike plate for latches and the holding device for projecting deadbolts in wood consructions shall be secured to the jamb and the wall with screws not d.Deadbolts shall contain hardend steel inserts. e.Straight deadbolts shall have a minimum throw of 1" and an embedment of not less than 5/8". f.A hook -shape or an expanding -lug deadbolt shall have a minimum throw of 3/4VV 0 g.Wood flush -type doors shall be 1-3/4" thick minimum with a solid core of wood, or particle board of 25 pcf density. h.Wood panel -type doors shall be 1-3/8" thick minimum with all panels fabricated from material not less than 3/8" in thickness provided all shapes portions of the panels are minimum 1/4" thick. i.Ferrous metal doors shall have surfaces not less than 16 gauge in thickness. j.Unframed glass doors shall be of minimum 1/2" fully tempered glass. k.Narrow-framed glass doors shall have a single pane of minimum 1/4" fully tempered glass. 2.Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. 3.Sliding glass doors and windows shall be equipped with locking devices and shall be so constucted and installed that they remain intact and engaged when subjected to the test specified in 91.6731 and 91.6732. 4.Sliding doors and the windows shall be provided with a device in the upper channel of the moving panel in the closed or partially open position. 5.Other openable windows shall be provided with substantial locking devices. In G occupancies, such devices shall be glide bars, bolts, crossbars, and/or padlocks with minimum 9/32" hardened steel shackles and bolted, hasps (hardened steel). 6.Screens, barricades,or fences made of material with precludes human climbing shall be provided at every portion of every roof, balcony, or similar structure. CONNECTION NAILING Post to pier pad, toe nail 3-16d or 4-8d Girder to post, toe nail 3-16d- Or 4-8d Joist to sill or girder, toe nail 3 - 8 d Bridging to joist, toe nail each end 2-8d Joist to blocking, and nail 16d top and bottom of each joist Rim joist to joists, and nail 16d top and bottom of each joist Rim joist to sill, toe nail 16d @ 1611 O.C. Floor joist lap @ bearing, face nail 2-16d ivix 6" or narrower subfloor sheathing to each joist, face nail 2-8d Wider than 1"x6" subfloor sheathing to each joist, face nail 3-8d 2" subfloor to joist or girder, blind and and face nail 2-16d Sole plate to joist or blocking, face nail 16d @ 1611 o.c. Top plate to stud, end nail 2-16d Stud to sole plate 2-16d end nail, or 4-8d toe nail Doubled studs, face nail 16d @ 24" o.c. Double top plates, face nail 16d @ 16" O.C. Continuous header, two pieces set on edge 16d @ 16" o.c. along each edge Top plates, laps and intersections, face nail 2-16d Ceiling joist to plate, toe nail 3-8d Continuous header to stud, toe nail 4-8d Ceiling joists,lap over partitions,face nail 3-16d Rafter to ridge 3-8d Rafter ties, 2" lumber, face nail 3-16d Rafter ties, 1 " lumber, face nail 5 - 8 d Rafter to plate, toe nail 3-8d 1vix4l' min. brace to each stud and plate,, face nail 2-8d 11IRS" or narrower sheathing to ea. bearing face nail 2-8d Wider than 1"x8" sheathing to ea. bearing face nail 3-8d Built-up corner stud 16d @ 24" O.C. x x x FAI V I,* , W) IQ t4 ACOUST. Acoustical INSUL. Insulaion DAJ. Adjustable LAM. Laminate A.F.F. Above Finish Floor ALUM. Aluminum MFR. Manufacturer BD. Board MAX. Maximum BOTT. Bottom MECH. MechanicaL BLDG. Building MTL. Metal MIN. Minimum CAB. Cabinet MTD. Mounted CLG. Ceiling CONT. Centerline N. New CONT. Continuous N.T.S. Not to Scale COSNT. Construction N.I.C. Not in Conract COL. Column NO. Number DIA. DIM. DR. DBL. DN. DF. DWG. I F_.Mao Diameter Dimension Door Double Down Drinking Fountain Drawing Each RAD. REF. �ZELOC, On Center Overhead Plastic Playwood Radius Refrigerator Relocated ELEC. EQ. EQUIP. EXIST'G. F. 0. FIN. F. A. F. E. F.E.C. FLR. FURG GA. GL.� GYP. HDW. HT. H. C. H. M. HR. Electric Equal Equipment Existing Face of Finish Fire Alarm Fire Extinguisher Fire Extinguisher Cabinet Floor Furring Guage Glass Gypsum Hardware Height Hollow Core Horizontal Mount Hour �J I I L_ I L/ \ I V SCALE: I/8"= I'-O" REQ 1 D Required RM. Room S.C. Separate Circuit SHT. Sheet SIM. Similar SPEC. Specification STD. Standar STL. Steel SQ. Square TEL. Telephone THK. Thick U.N.O. Unless Noted Other VERT. Vertical V.I.F. Verify in Field WIN. Window W/. With W/o. Without WD. Wood rioN: FONT W N < CD F— < 0 M 0 z < >_ Li LJ MWz n Ncf) < CD V) n Li a Cn 0 Ld Nt. 0 t > Cy Cr ry 0 0 zr).-- 0 0 LLJ cr- - < Z Vi < 0 o�<CD r�__ Q7; cf) < rV) LLJ DATE:04/0/02 SCALE: AS SHOWN DRAWN: P MONTANEZ 02-001 DESIGN:P MONTANEZ ENG NO. SHEET: A 2 L OF 8 SHEET ry III C'n D EXISTING ROOF LINE I& Im imam= 5CALE: 1/411= I'-011 I 2" X 5" RAFTER @ I G" O.0 K-3iN,\INSULATION K13 INSULATION 12 K-30 INSULATION 5 ATTIC xx PACE 2" X 4" C-J- DI @ I r." 0 c 22X32 ATTIC ACC5f5 —Z� 22 V--Xvyy DRYWALL 2"XG" C.J @ 24" O.C. DBL. TOP PLATE 1/211 DRYWALL (VAULTED Cl fLI.NG) `0 I DI 1/211 13f DROOM DI DRYWALL (Nf\M 13ATH < STUD WALL 2X4 STUD WALL (NEW) 51flf FRAMING @ I G"O.C. PLAN K- 13 INSULATION ALL EXTTEROIK WALLS Ii m Uo: L I SCALE: 1/4"= P-011 m XT5 TO BE 41N. 7" INTO 211 X3/1 G" 5Q. v v rA,-, f I [- I -, I L-f--N I L- %Z:,v --T 11 O. r MAX. ONE FROM 12" OF EACH CORNER. 2. ALL HOLDOWNS TO BE SIMPSON STKONGE TIE 3. 4" SLAB OVER 2" SAND OVER G MIL V15QUIff N OVER 2" SAND 4. 501L BEARING PRESSURE 15 1000 P5F. PER TABLE 15. 1 A, U13C. 5. ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING TO BE TIED IN PLACE @ FOOTING SPACING. G. ALL FOUNDATION EXCAVATION SHALL BEAR ON LIKE MATERIALS 2" X 8" RAFTER @ I G" O.0 2"XG" CJ @ 24" O.C. 112" --------- DRYWALL (VAULTED CIfLING) m fAM I LY ROO EX 15TI NG cD (NF\AO WINDOW ----2XG PLUMBING WALL @ I G"O.C. 2X4 STUD WALL 1/211 @ 100. C. DRYWALL 1/211 DRYWALL D2 3 INSULATION ALL KIOK WALLS NOTE: TWO LAYERS OF GRADE D PAPER 15 REQUIRED UNDER STUCCO APPLIED OVER WOOD SHEATHING (SHEAR WALLS) [wild FONT BY N 0 < cy) < 0 m 0 Z < m W z In cN < v) 0 cf) 8d <� ;;7 n < V) n 0 0 0 < Cr) ry 0 0 � 14- LLJ Lij o ry > ry ry r-) LLJ z < C) o CD III - < cl < 0 Q -D 0 z <0 < CO ry DATE:04/0/02 SCALE: AS SHOWN DRAWN: P MONTANEZ 02-001 DESIGN:P MONTANEZ ENG NO. SHEET: A OF 8 SHE . � f NOTE: I. ALL BATHROOM RECEPTACLE5 TO M ON 5EFAKATE CIRCUIT ELECTRICAL FLAN 5C1LE: I FLOURE5CENT FAN LIGHT (Nutton 769RF) W1 PHILIP5(PL-C 13wl U5A 2 FIN) RATED @ LUMEN5 0 I FONT BY Z N QU O m 0 < < L.J < md- W z n < IN V) z < n n C) 0 ry 0 F-- C) 0 ry III Ld 0 ry > r-- ry FY N r-) cy) n, z < U 0 LLJ - ry z < 0 vi CD < 0 z < (f) ry DATE:04/0/02 SCALE: AS SHOWN DRAWN: P MONTANEZ 02-001 DESIGN:P MONTANEZ ENG NO. SHEET: A 4 L OF 8 SHEETI EXISTING fRONT ELE'V''FrATION 1► t :" i i ► j li!qilllllivllla, I 'IT ELEV,,Ik NOR I r 5CALE: 1/4"= I'-011 1 In NEW ROOFING MATERIALS TC�d- TO MATCH EXISTING TILE ROOF 1,_G„ ,I co In I 0 W Q Z � EXISTING TILE ROOF 12 5 � o o0UTrl...--.--ELEVATlA ON w SCALE: I /4"= I '-0" N.G. NOTE* ROOFING MATERIAL5 TO 5E: TO MATCH EX15T1 NG KOOFI NG MATERIAL5 MATCHING EX15T1 NG ROOEI N MATERIAL5. EXISTING N EW ROOFING MATERIALS TO TO MATCH EX15TING TILE ROOF 12"X24" GABLE LOUVER VENT5 EXISTING TILE ROOF --� ' NEW . ' WINDOW ' \, \ EX 15T1 NG WINDOW I r NEW In EXISTING'. MATCH WINDOW-. NEW ,o STUCCO STUCCO STUCCO' EA5T ELEVATION 5CALE: 1 /4" = + '-011 EX15TI NG NEW WINDOW SEE WINDOW SCHEDULE AND FLOOR FLAN ROOF PITCH TO MATCH EXISTING NEW ROOFING MATERIALS TO TO MATCH EXISTING TILE ROOF �i EXISTING J N.G. NOTE: TWO LAYERS Of GRADE D PAPER 15 REQUIRED UNDER STUCCO APPLIED OVER WOOD 511EATHING (5hEAR WALLS) FONT BY 3, N W 0 Z N Q ry `z O QU m z .. 4 m W d- z n N Q to W C.� V) W d O W W O 0_ d- W > ry crNN ry s o Cy � Lli z Q O CD ry < LL_ z I) <t O � (� V � 0 C / < PQ� W Q= DATE:02/07/02 SCALE: AS SHOWN DRAWN. P MONTANEZ 01--287 DESIGN:P MONTANEZ ENG NO. SHEET: A-5 OF 8 SHE W Q I W I— Q w ry W cn 4'x8' PLY. PANELS — JOI STS OR RAFTERS BOUNDARY NAILING 8d @ 6" EDGE NAILING 8d @ 6' INTERMEDIATE NAILING 8d @ 12" 2x4 FLAT BLOCK THROUGHOUT YES / NO ROOF SHEATHING SHALL BE 1/2" PLY. CDX W/8d COMMON NAILS @ 60:, 6"1 12"31 W/ P.I. 24/0 TYP. PLY. LAYOUT 8c NAILING NOT TO SCALE HEADER SCHEDULE OPENING ROOF 2nd FL.R. UP TO 41-- O" HEADER TRIMMER HEADER TRIMMER 4x4 1 2x4 4x6 1 2x4 4'-0"-6'-0" 4x6 1 2x4 4x8 2 2x4 '--0"-8'-0" 4x8 2)2x4 4x10 (2)2x4 81--01)-10'-0" 4x10 (2)2x4 4x12 (2)2x4--, MIN. PLT. 4'-0" MIN. SPLICE (18)16d HEADER PER PLAN (PER SCHEDULE MIN.) (4)16d--- TRIMMER PER SCHEDULE DBL. KINGSTUD FOR OPENING UP TO 8'-0" - 16d @ 12"o.c. (STAG.) ivi r-\n 5" MIN. BLK'G. @ MID. — HT. (81-011 MAX.) 2x SILL PLT. [_�-ANCHOR BOLT ONLY AT SLAB AND FOOTING STUD WALL FRAMING NOT TO SCALE TWO 3---1 2" DIA. H LES@ EVERY OTHER SU FFI T FOR VENTILLATION 1 /2" CDX PLYWOOD SHEATHING x8 RAFTERS PER PLAN 2xC.J@4"O.0 W/ 5-- 1 d 0 RAFTER S.S.T. "A_359: avv . 2x BLK'G DBL. 2X4 TOP PLATE WHERE APPLICABLE SHEAR WALL 2x4 STUDS @ 16"o.c. WHERE OCCURS (SEE PLAN) WALL CONN. F V, FVFITER RA NOT TO SCALE 1 /2" CDX PLYWOOD --- SHEATHING LAP AND FACE NAIL RAFTER (6)16d PER LAP (MIN.) ----� LAPPED RIDGI NOT TO SCALE .. O.C. EACH FACE 2X FASCIA BOUNDARY NAIL PER PLAN i S.S.T. "ST-18" @ 32"0. c. � W/ 16d NAILS 16d @ 6"o.c. (TOE NAIL) — 2X RAFTERS W/ NOTCH .�' @ RIDGE BEAM DBL. 2X4 TOP PLATE 2"X4" STUD WALL @ 16" O.C. 2x STU I 2x6 CLG. JOTS @ 24" o.c ;2)16d NAILS EACH '_x6 LEDGER FINISH PER PLAN C/J TO INTER-1-OR WALL NOT TO SCALE 2x STUD' FINISH PER PLAN 2x4 CLG @ 16" ®. C/J To INTERIOR WALL NOT TO SCALE F©?a BY i i N W 0 Z N Q cn Z�+ U 0 ,� m w r z .. Q Q Wz Q_ N () W U C�3 L� cn Q W 0 ry W 0 ry d- W cr- w > o ry o N (3) .. ryz (D Q U 0 CD c L� z z < 0 Ln Q CD 7; o z CJ) Q � V) W ry DATE:04/0/02 SCALE: AS SHOWN DRAWN: P MONTANEZ 02-001 DESIGN:P MONTANEZ j ENG NO. SHEET: D-.1 OF 8 SHEET HOLDOWN SCHEDULE HOLDOWN MARK MONO POUR TWO POUR DIA. LENGTH HD2A HD5A SSTB20 SSTB24 5/8" 0 16" HD5A SSTB28 SSTB34 7/8" 0 24" HD8A SSTB28 SSTB34 7/8" 0 24" HD10A SSTB28 SSTB34 7/8" 0 24" 117," N A I N I STUD BOL PER SIMP SPECIFICA 2.5" X 2. SQ WASH FOOTI N G (fc=2500 psi, #4 MIN U.f (SEE PLAT CORNER F w _ PL. MIN. EDGE DIST. T 5/8 77 0 O.C. MIN. J.O. N SSTB � BOLT PLAN FT ) G ',E OCCURS) MOTE: 1.PROVIDE SHEAR WALL EDGE NAIL TO WOOD POST. 2.DEEPEN FOOTING AS REQUIRED BY HOLDOWN ANCHOR. HOLDOWN DETAIL 1 3/4 11 TYPE MATERIAL (4) NAILING B.D. BLOCK EDGE FIELD SILLS (8) ANCHOR BOLTS(7) ALLOW 0 1 /2" GYM BD 5d COMMON 7"O.C. 7"O.C. 16d @ 16" o.c 6$—OR$ ®OC 30 PLF 0 5/8" GYM BD. 6d COMMON 7"O.C, 7"0.C. 16d @ 16" o.c 5/8" DIA @ 6'-0" OC 30 PLF 0 7/8" STUCCO 16 GAx 1 /8" 6"O.C. 6"O.C. 2-16d @ 16°' o.c 5/8"' DIA DIA ® 6-0 OC 180 PLF A 3/8" CDX PLYWOOD 8d COMMON YES 6"O .C• 12"O.C• 2-16d ® 16" o.c 5/" 899DIA @ q —0 OC 260 PLF A 3/8" CDX PLYWOOD 8d COMMON YES 4"O.C. 12"O.C. 3-16d @ 16" o.c 5/8" DIA @ 3'-8" OC 320 PLF 0 3/8" CDX PLYWOOD 8d COMMON YES 3"O.C. 12"O.C. 3-1 $2 DIA. W.S @ 166 5/8"„DIA OC 2-5 430 PLF o.c 0 3/8" CDX PLYWOOD 8d COMMON YES 2"O.C. 12"O.C. 3-1 is DIA. W.S 5/-98"90 OC DIA @ 1 640 PLF @ 16ho.c A 1/2" CDX PLYWOOD 10d COMMON YES .• 6"OC 12"O.C. 3-16d @ 16" o.c 5/8"to DIA @ 3 —6 OC 310 PLF 1 /2" CDX PLYWOOD 10d COMMON YES 4"O.C. 12"O.C. 3-1 of DIA. W.S 5/8"2-6It OC DIA ® 2-6 460 PLF ® 166o.c A 1 /2" PLYWOOD 10d COMMON YES 3"O.C. 12"O.C• 3 16is0.c . W.S IA 21-019 DOC 600 PLF A 1 /2" PLYWOOD 10d COMMON YES 2"O.C. 12"O.C. DIA W.S 4-1" 166" O.C. 5/8"pt OC DIA ® 1 —0 770 PLF '$*'+3X FRAMING OR THICKER SALL BE REQUIRED FOR ALL PLYWOOD EDGE MAILINGS AND SILL PLATE NAILSHALL BE STAGGERED 'W.S' + WOOD SCREW(or LAG SCREW) *USE 5" LONG MINIMUM FOR 3X SILL PLATE *USE 6" LONG MINIMUM FOR 4X SILL PLATE *PREDRILL HOLE BEFORE INSTALLWOOD SCREW,(or LAG SCREW) *A.B.*=ANCHOR BOLT (A307)-REQUIRED 7" MINIMUM IMBEDMENT INTO FOUNDATION FOTTING. NOTES: 1. NAILS FOR PLYWOOD AND SILL PLATE TO BE COMMON NAILS 8. 1/2" CDX PLYWOOD SHALL BE 5 PLY. 2. PROVIDE SOLID BLOCKING 0 PLYWOOD EDGES. 9. THERE SHALL BE A MINIMUM 2 BOLT PER PIECE OF 3. NAILS AND STAPLES SHALL BE DRIVEN 0 ALL STUDS SHEAR WALL WITH ONE BOLT LOCATED NOT MORE THAN 12" OR 4. PROVIDE EDGE NAILING TO STUDS AND POSTS OHOLDDOWN LOCATIONS 5. USE 2X STUDS (DOUGLAS-FIR LACH) 16" O.0 0 SHEAR WALL, U.N.O. LESS FROM THAN 5" FROM THE END OF THE PIECE OF SHEAR WALL 6. ALL ANCHOR BOLTS REQUIRED APPROVED 2`X2"X3/16` THICKENS PLATE 10. SIMPSON STRONG- WALL(ICBO*PFC-5485). ALL DETAILS PER SIMPSON WASHER UNDER EACH NUT. 7. WHERE ANCHOR BOLTS MISSING, PROVIDE5/6" DIA. RAWL STUD BOLTS WITH RECOMENDATIONS+/- TYPE SW X` 5" MINIMUM EMBEDMENT. (ICBO#4514) PROVIDE S.S.T. "ST 224" @ NEW/ EXIST. SILL PLT. CONNECTION (WHERE OCCURS)----� EXIST. 2x P.T. PLT. TOP OF (E) CONC. (1)#4 DOWEL TOP & BOTT. o "HILTI" HIT C100 EPDXY SYSTEM PROVIDE SPECIAL INSP. FOR EPDXY. D w PROVIDE ANCHOR BOLTS KPERPLAN (48'vo.c. MIN.) NEW 2x P.T. PLT. TOP OF (N) CONC. R BOTT. OF D o (E) FTG. * MIN. EMBED. P A0. ON �v EXIST. FTG. I NEW FTG.N. � NEW TO EXISTING STEM /FTG. NOT TO SCALE 2x4 STUD WALL TOP OF 4"CONC. SLAB SLAB TO BE 4" THICK TYPE V CEMENT ■ tp III —III 1I- 2" SAND OVER I=1' 6 mil. (MIN.) V.B. P' . OVER 2" SAND = 19-39! (1)#4 BAR, CONT., T & B_,/4 - BOTT. (N) FTG. 5/8" 0 A. B X 10" LONG 7" INTO CONC. FTG. w/ 2"X 2"X 3/16"WASHER T @ 48"O.0 W/ P.T 24 SILL T WEEP SCREED F.S. 6" MIN. F.G. :III=III= z I T Pe) 0 0 ® E-- D i- mCr o � �ry n 3" CLR. EXTERIOR SCAB FT'G.. NOT TO SCALA 4" CONC. SLAB - EXT. LANDING 3 1/2 " CONC. REINF. PER RbAN (see foundation plan) . _ .D• .',. 4. �, •,, ,,b'wNi�,„�,,: , ,•,::,, • F.G. . ----= -- -= -- II —III—III—III- -- ------.:. — —_ —_ —_ .- 2" sAND : •'-d. I� III ;,I�IIIII�I; i w ?W . e. _: I i —1 #3 X241$@ w 1 W Q 5 n 6 mil. (MIN.) V.B. Iz m 99 ' 24" O.C. `- MO 2 SAND Lv n (1) #4 BAR, CONT., T & B 1'-3" 3" CLR. BLDG. SLAB TO EXT. NOT TO SCALE cvl CT CI AD ICI cIA/ cl AD 00 EPDXY PROVIDE ■ FOR EPDXY. EXISTING FOOTING SLAB TO EXIST. FT5$G---. NOT TO SCALE 2x4 STUD WALL C► , 2X PLATE W/ 5/8" 0 AB @ 48" 0. C SEE PLAN FOR SHEAR WALL Swill, monaxnamm CD ------------- •?' 2" SAND : w 6 mil. (MIN.) V.B. : ' wpm® 2 " SAND m �-' Lu (1) #4 BAR, CONT., T & B1'-3" 3" CLR. INTERIOR SCAB FT'G NOT TO SCALE FONT BY N W 0 N Q rn ry < U O mm Z .. < w W d- z N Q to W 0 CO W W 0 Q Z O O r W ry �0 N ry Iz r� 07 .. CY_ w z Q U 00 L.0 ry .. LL z Ui Q Z V 0 75; L) 0 ;!� Z < C%) ry � to W 0 DATE:04/0/02 SCALE: AS SHOWN DRAWN: P MONTANEZ 02--001 DESIGN:P MONTANEZ ENG NO. SHEET: D-2 s SHEET loI