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HomeMy WebLinkAbout10140490.pdfADD PL MACH 5I0I5='WHrzN I*LATIR 10 DRILLE0 Op. NOTC-4160 #%0fZ9 THAN A w OkILL HoLleg5 AT 2 x ve wl 4wio J ti 2-IX PLATez • TH10 OSTAL 1* NOT To 5Lw U0150 IN :5TRUCTUP-AL WAILA_ WITHOUT TWIl! APPP-OVAL. OP The rjq4;INr=mjz. !:YPICAL PLATE NOTCHING; 1'2 ' '2 x LrtGlr A .0 6kNa M10-rH y WIS Myw000 japi�f 01Z, FAir-rm ... 2 w14 - Iry d .15k. 5NP W/ 5 lod glA,, Iscrl-jc) Tye. l'or MATO 16T OK AiNpUr., Co" GAi 5- Icad 1k -sivo -#FIT -10l"::� MAU Tolk PkAr ............. sef%#ZATION OF Oft. -TOP, M.4trams 5T 51zr- 51:.t-: SIT"'' PSON ST - 6224 90 HHERE OCCUR5 E-LA13 SILL -LATE_ ITE A FOUNDATION STUD I goals" PLYWOOD ROOF 3 HT*G 2it RAFTIERS, $9Z PLAN FOR SIZE SPACj"G 21t CONT. OLK% W/ .+-464 PER BLOCK AA106 OCK TO 1341t lit STAIR BOARD -so w to 4 4. JO 14 6) o�`!� rIIIIA '2x r�lm 2X4 CONT. OLK*G (FLAT-). vv 164 PIER PLOCX-ja PLATE '0 CMOL4 #W-. 1 ;0-4. 109L WWRE OCCUW -.61bVI-ell e 10 �6 1 4x PL Of 11 T. 2x4 STUD WALL ROOF 'SHEAR BLWIG' Cal 7 'J, So N HO � 0 HV INPI'ATI=S 5IMP-50N HOLI;�CYIN 'Q APPROVFU EGUAL, L 'C' N' jt2 R 2. POT SIZE15 5!iOkXN ARL= A MIN, !�l �,JFOR ACTUAL SIZES 5;EE PLAN AND R A 'P.-'T SHEAR Y!iE."? Loc� Ho4 ANCHOR E -3. TO PROPERLY LOCATt-: 140t.P .4 ANCHOR DOLTS, CONTRA/ -TOR TO CHECK 111N He IN OR PFN 6 PLANS AK? SHEAR R cPr_-NjNr;,5,�,,r-_CT. Exir-ORE PLA,_'INO BOLTS 4. L>EEPEN FOC)TIN& NHE�Rrz W-IREr, AT ANCHOR 6 BOLTS TO IN-5ME PROPER WALL EMSEPMENT. :� � i SIMPSON Ll DO�NNDETAIL T� NO 5CALI � .a.. #2. 2 x C T. JOIST w D Itpd AT INTO Wc 2 x OL NOTCH 2 x "AT K VA RIM JOIST 2 x 4 2 o.4. FLAT rL*fW000 00GE w 8 lap • •3 E-N FASCIA 00 EN 16J e M.25 tOjo or) MPHT W*r, -5MACINca. (e N-) 2 x 4 CONT, 10L lco rat rto�of KX w / I&CI AT 6" OR USE SIMP SON lb ANC440" 2 4" r.>ouiwE 2 x 4 T0f& INSTEAC> ISLK`G ftATE\,SEE PLAN f'OKOVM M2$T WHO O'rUV AkZH0g.A5 OCI�;UK ftrN FOM SP cE NAILICs l<u OR STRA WAL1,, rAM 5HeM AW FONVA-rioW MM41 ,ATTIC &L.- W. 01w WITH LID 4 011 m1w. L 4'- 0' MIDI.. joiw joiw JOINr MAT5 61ZF. 4JM66K Or 9 16� 1 0 0 . % WAJ�j -sag -sckw, va 16 d W4. TY r. LE je__-AA_1 t I I I I i I I I ez �'4.IC MATO WVf H ALL UNswan4w mjovsi AT AT *ZV-01sve, mkx. 0111L. 65PLIOP, Wt.-IT -lsrl.110� U# t4l 0. tog 'a" lux V^LUE la -ICJ SAILS 1420 14-1 &J t4AILS #2-2 X 2140 2 2-2x. • 25-10 4- IWL_7rZ � Y. 9�Lvla, co" MK /1�\ J016'01,6M rt,41-J x L -5H a rH I W 6, -55 I 1. euccrAp. *4 Vroia u _qv A Ifa& .4 94k Pao. ---- ---- -- M.YWWV) %I� MAW 4 % 01 V407 -DUTT CIPLICM OP110WAL o0w0V7Z9V& -2 - d. is MA I; A .4, 4 It" �cr Hip a -W r, WA Boom 0X/457*40 /I /Ew 763yo GENERAL NOTES STRUQTURAL LUMBER 1. 'ALL STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF 1. -CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING DOUGLAS FIR 13ER WCLA GRADING RULE No. 16, UNLESS NOTED CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR SHALL NOTIFY OTHERWISE. EACH PEICE OF,LUMBER SHALL B GRADE MARKED. THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES OR INCONSISTENCIES. c) 2* TO 4* THICK, 2* TO 4" WIDE: LIGHT FRAMING & STUDS .......................... PARAGRAPH 121c & 122c 2. THE STRUCTURAL' DRAW NGS REPRESENT THE FINISHED STRUCTURE. b) 2* TO 4" THICK, 6" AND WIDER: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE STRUCTURAL JOIST AND PLANK .................................................. 123b CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT c) 2* TO 4" THICK, 2* TO 4" WIDE: THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR STRUCTURAL LIGHT FRAMING ....................................................... 124b LOADS DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS d) 5" AND THICKER: RECTANGULAR BEAMS AND STRINGERS ......... 130b OF MATERIALS, ETC. e) ROUGH OR SURFACE 5x5 AND LARGER: POST & 11MBER .......... 131b 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DO NOT SCALE DRAWINGS. 2. ALL STRUCTURAL PLYWOOD SHALL BE DFPA GRADE STAMPED WITH NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE EXTERIOR GLUE AND AS SPECIFIED BY THE AMERICAN PLYWOOD OVER GENERAL NOTES AND STANDARD DETAILS. ALL WORK NOT ASSOCIATION, UNLESS NOTED OTHERWISE DETAILED OR NOTED SHALL BE CONSTRUCTED THE -SAME AS OTHER SIMILAR WORK SHOWN IN THE. DETAILS. .3. ROOF FRAMING AND- SHEATHING SHALL BE INSPECTED PRIOR -TO PLACING OF ROOF. 4. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS AND ROOFS. LOADS SHALL NOT EXCEED DESIGNED 4. SILL AND PLATES RESTING ON CONCRETE OR MASONARY ' SHALL BE LOADING FOR SUPPORTING MEMBERS. PRESSURE -TREATEDDOUGLAS FIR. 5. BOLTS, I HEADS AND *NUTS BEARING WOOD SHALL HAVE METAL WASHERS PER SCHEDULE. BOLT HOLES IN WOOD SHALL B� DRILLED QQNCa=E 1/32" TO 1/16" DIAMOER LARGE-8 THAN NOMINAL BOLT DIAMETER. I. ALL POURED IN PLACE CONCRETE: SHALL HAVE, AN ULTIMATE COM- 6. PREDRILL ALL HOLES FOR LAG BOLTS, IF USED. PRESSIVE STRENGTH AT 28 DAYS OF.*2SOO PSI, AND •AN AIRDRIED DENSITY OF 150 PCF. iH + t. 2. 'C8ME14T --TO- BE TYPE, V FROM" I�STED_._-STO1`4F CK AND C0ORMIN(;f TO"' -NiNLING' SCHIEDUL A.S. . T.M. C-150. 3. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARDS ALL NAILING SHALL' BE COMMON WIRE NAILS CONFORMING TO THE OF THE AMERICAN CONCRETE INSTITUTE. LATEST EDITION OF THE U.B.C. WHERE AUTOMATIC NAILING IS USED, NAIL HEADS SHALL NOT PENETRATE PLYWOOD SHEATHING. 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS CONNECTIONS LISTEP ARE MINIMUM- PERMISSIBLE. DETAIL GOVERN SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL -OVER SCHEDULE. BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF.ANYCONCRETE. JOIST TO SILL OR GIRDER, TOE NAIL EACH SIDE ..................... 3-8d b) BRIDGING TO JOIST OR RAFTER, TOE NAIL EACH END ........... 2-8d 5. NO PIPES OR DUCTS SHALL .BE PLACED IN STRUCTURAL CONCRETE SUB -FLOOR. SHEATHING. AT ALL BEARINGS: 'UNLESS SPECIFICALLY DETAILED. 1X6 OR LESS, FACE NAIL ............................................ .......... 2-8d' 6. CONCRETE FLOOR SLABS VARIATION FROM LEIr"! TOBENOT MORE THAN 1/8- IN. TEN (10) FEET. lX8'0R.WDER, FACE NAIL ..................................................... 3-8d 2X BLIND OR FACE .NAIL ....................................................... 2-7. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFLKLU -3/4- 16d J, UNLESS NOTED OTHERWISE., d) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL..-...16d.0 16"o.c. TOP PLATE TO STUD, END NAIL ..................................... s###,*&#2�•16d FQ.UNDAIIQN STUD. TO SOLE PLATE, TOE NAIL ... ...... ...... 4-8d g) DOUBLE STUDS, FACE NAIL ............. ..... 16d 0 214*o.c. IN THE ABSENCE OF A FORMAL SOILS REPORT, MINIMUM VALUES PER U.B.C., TABLE 29A & 8, SHALL APPLY. ALLOWABLE SOIL h) DOUBLE TOP PLATES, FACE NAIL .............................. 16d 0 16-O.C. BEARING PRESSURE := 1000 P.S.F. BOTTOM OF ALL FOOTINGS 1) TOP PLATES.' LAP $ INTERSECTIONS, FACE NAIL ................. 2-16d SHALL BE ' PLACED A MINIMUM OF 12" BELOW LOWEST ADJACENT GRADE. CONTINUOUS HEADER, 2 PIECES EACH SIDE... .......... #.16d 0 16"o.c. 2. FOOTINGS SHALL BE POURED AGAINST FIRM, UNDISTURBED k) CEILING JOISTS OR RAF-MRS. EACH BEARING TOE NAIL ........ 3-8d NATURAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED 1) CONTINUOUS HEADER TO STUD, TOE NAIL ............................. 4-8d BY A QUALIFIED SOILS ENGINEER. v. 9 m) CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL ............ 3-16d 3, •DURING SPE CLEANING AND SITE EARTHWORK OPERATIONS, h) CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL ............. 3-16d CONTRACTOR SHALL DETERMINE IF ANY FILL, EXCAVATION OR BURIED FOUNDATIONS, DEBRIS OR STRUCTURES ARE 'ON SITE. V ft J o) RAFTER TO TOP PLATE, TOE NAIL....'. ......... ....... IF ANY SUCH ARE FOUND, OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. P) 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ................ 2-8d q) BUILT-UP CORNER STUDS ............... .................... ....... 16d 0 240o.c_ 4. ROOF AND. AREA RUNOFF AND AREA DRAINAGE SHALL BE r) JIOST OR RAFTER -TO SIDE OF STUDS: DIRECTED AWAY FROM BUILDING FOUNDATION. UPTO 8m DEPTH ........................................................... 3-16d w RENEMCING SEE_ P-4 c/) FOR EACH ADDITIONAL 4" DEPTH OR LESS ................. 1-16d CEILING STRIPS: C) 1. ALL REINFORCING BARS AND TIE'.'O' 33HALL CONFORM TO A.S.T.M. A 615 GRADE 40, UNLESS NOTED OTHERWISE. c/) 1 X4 TO UNDERSIDE OF JOIST, EACH BEARING -ONE SLANT, ONE STRAIGHT........ ....... ......... 2. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING- 2X3 TO UNDERSIDE OF JOIST, EACH BEARING STEEL SHALL CONFORM TO A.C.I. MANUAL OF STANDARD ONE SLANT, ONE STRAIGHT ......................................... 2-16d PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES, cn sti NOTE.- USE STRONGHOLD ANNULARY GROOVED GYPSUM BOARD A.C.I. 315. AND PLASTER CEILINGS. STRIPS SUPPORTING PLASTER 3. REINFORCING SWS. SHAD HAVE MINIMUM CONCRETE COVER AS FOLLO CEILINGS SHALL BE WIRED IN PLACE IN ADDITION TO NAILING. UNFORMED SURFACES EXPOSED TO EARTH ............................... t) BUILT-UP BEAMS: FORMED SURFACES EXPOSED TO EARTH OR WEATHER: No. 5 AND SMALLER 1 5w 2XI 0 OR LESS: STAGGERED AT TOP & BOTTOM ..... 20d 0 32*O'.C.* No. 6 THRU No. 18 " ........ 0 ........ 10 .......... .................................... 2 w F1 SLABS POURED AGAINST EARTH ........... ....... ............................. 2 ATENDS...,, ... ....... ................................ 2-20d 2X12 AND LARGER: -STAGGERED ......... * ......... 1/2" BOLTS 0 24 O.C. kii AASH R SQH MULE 1. WASHERS SHALL BE USED UNDER HEADS AND 'NUTS OF ALL. BOLTS BEARING ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED IN THE FOLLOWING LOCATIONS: - MUDSILL TO FOUNDATION b) WOOD LEDGER AND CAPS TO.'CONCRETE AND MAS'ONARY WALLS c) AGAINST 2X MEMBER MEN 2X MEMBER IS BOLTED TO A HEAVIER MEMBER OR IS.* USED TO MAKE A BEAM 5 d) STANDARD CUT WASHERS -MAY BE USED ELSEWHERE UNLESS NOTED ON THE DRAWINGS BOLT STEEL -WASHERS MALL IRON ram= ROUND ROUND SIZE SQUARE 5/8 -'2 1/2 sq. X 1/4 44d W4 lw�wl j HC4 co M. t P. % r Awl a 1-__ - -_ ­­.- __... I I. miw ilmnlah, jak%tl 0 K; IN <`I1 tr-r-lv- SIDE VIEW WD. BEAM (SEE PLAN) SIMPUM POST CAP BOLT WD. POST (SEE PLAN) BEAM SIMP. ACE 4 POST SIMP. ST-16 POST BELOW BEARING IDLAW 0 .51, A.8 VOWeF4 A 60 �40'1 owl 0j Az 4A IN 101dollmla" 1 Ift"upol IVPIGW HPAHO S111gle 10011411*00112 Pour 040 lostame"all TYPIcol HPAND 6livul# LAMA DRAWN Ai CHECKED D A T &E- A S lrANOTED i ' . .•w•MIWp .�•M Y I�r.H�.w•'MMw....w.M • • Ywn••MwaF,�Vww,.ww . rA 4�—??j ELE r.wwrwwrbr,• ♦ • • 0 V 1r•.w 0 lip . , t - VA�T M T V 0 *~ Y+ .10 Me? '1"'i�• 4 twsk rey, "M M 1 ' ss �04Yw LE ti N�' Ahil_� C' C,&fr __ 12 1-4 11�■■rIn tr, 414,w, T-T 4-1 t� SANTA A.NA POLICE DEPARTMENT RESIDENTIAL SECURITY R;WIREMEN'T'S 1. Exterior swinging doors must be solid core, 1 3/4" thick or with panels 9/I6" thick. (8-210,A) 2. moors leading from a garage into a dwelling unit must be sold core, 13/8" thick, (8-210,B) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-210,C) - specify make and model number, Tr%/ N �'� c-? 4. Specify flush bolts with 518" imbedment into head and threshold on inactive leaves of exterior double doors. (8-210,E) 5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F) 6. Hinges for outswinging doors must have non -removable pins. (8.210,G) 7, Strikepiates must be 3 1/2" long, secured to the jamb with screws 2 1/2" In length. (8-210,H) 8. Front exterior doors to be equipped wit 1800 door viewers or clear vision panels, (8-210,1) 9. Each structure must have a street address or other identification which is visible from the street. Figures trust be 4" minimum in height of a color contrasting to the background. (8-210,K1) 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2) I t . Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. (8-210,I; ) 12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25 foot candle of light, (8-210,M) 13. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle Of light, (8-210,N) 14. Required exterior light fixtures must be vandal resistant type. 15. Wooden garage doors must have panels 5/16" in thickness; ($-208,A1) 16. Garage doors more than 16 feet in width must have two locking points.. (8-208,C) 17• Slide bolt assemblies must be attached to the door frame with non -removable bolts, ($-208,D) 18. Ile slide bolt must be 3/8" in diameter. (8.24,D) 19. Windows and sliding glass doors must comply %Vith test standards of section 8.212. Specify make and model number, (8.209,,A) 20. Louvered windows may not be used within 12' vertically or'6' horizontally from any walkable surface. 21. All skylights shall be provided with rated burglary resistant glazing, (8.2 10) �R III O'ND u , , f A'Y'P'LIGABM B=IL nja S'11''AN]C►ARD; 1,995 Califonua Electrical Code~ (CSC) , tiRt�tkJp �i.e"CTt �etitt. ae ��eW,.►rt;a , N A DRY WcAn* jF. AL.BAR IS USED 'Q•*r fe. �A MOMNA(.�d OR {isA i Ar+ffiq .;r a.E ♦ VA. . BASE icEC)!-atoj w • w • saw" MKXMWGr •~ �A5tM,Air:t}ir R tlFtfi CiitCXltto ENC:tt AIE NOTALL 25Q•'�A) M , a r �� '� Mai. __.• ~stia cxr. � • ,• • « , . " '""" ,,r• OR TYPti ANfl �Lt C7t: i�1ATEfii,U AtinnpH4iixGi creQ� • . FitGT}11C rllkti1 QR,1C� C 250.91ptafi - +6 iA1.tAiKk1 M �sa•ir~ �4R SIZE) CLAUPS SHALL OEAf; $Sftg MC 250•112) ' , „ GRAM». •- ., . , - . , a(WO To I Enld McTF,t f;t0 CAW WATER PP04 SYSTleM Me 2:040) • ! ♦ AVrM w 20 FT. OR ll,ORF Nr),4 fil:rMFG11Clrtci S'Ciitir. tali .vi`,(�)71�,ftt;1;); flita.rr) )<tF'r'A+ t.iC C��,1t%)Uri ' MAl' is►h tl�lrr)1N t.tfil l c1F CAi'1'lrfi Gnrt1)t1C I'©fi. ' aY ar.;1rA .1.Y �t . a�i.�,rittit%a i:itiiiii:tici �,ikr�ci•: "aoa'iv>r�,i�7F+ei .._..::...""...,. .... , . ir.1'FI fi'rft�tjr ....R=�4TJS A:'!A . i:A•.-?�7p2 t%li) till Sts{s;� DATE ,44/o. SCAR.. 1 11 1 tl DRAWN 81 SHEET NO. J1 ""Xr- Viatr If �0 r'W_ 2 IM rJvl" rfl 4 11 r #IIII OLT Or i? AWL, err 4, � l 44 SECTION 1 The City has encountered a large number of inspection problems arising from a lack.:,f specific framing details. The following listed items are required to be shown on the plans (106.3): a. All plumbing walls are to be framed with a minimum of 6" studs. b. Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permitted. Staggered studs are acceptable, .. c. Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC Section 2320.8.3 allowances. d. Notching of exterior and bearing/nonbearin walls shall not exceed ° o 9 ed 25 !a/40 !o respectively. Bored holes in bearing/nonbeadng walls shall not exceed 40%/60% respectively. In no case shall the edge of the bored hole be nearer than 5/8 inch to the edge of the stud, (2320.11.9 and 2320.11.10) e. Header and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2320.11.6) f. All framed buildings which are required to be designed by an engineer or architect must be signed prior to submission into plan check g., All stud bearing walls are required to comply with the minimum requirements for load bearing walls. Show locafion(s) and provide typical construction details. (2320.11) Note: Other methods may be used provided a satisfactory engineering and/or architectural design is submitted. rAt31.fC 23-11-E3-1 ' )8 CALIFORNIA BUILDING CODE TABLE 23-11-8-1---NAILING SCHEDULE M, 7 61 N '$tAow 4TA J0JNr op rutW600 see MAN 3 . r SPA14 R - at 9 A1W #.I 04 M1M, Mr AY twim attar t� sat���� v�lt►�iu��� Imp MO. WY�M40 �N�t�c� 1$ V^ 4 r ornmon or box stalls may be used except whcrc otbcrwjse stated. 2Naits spaced at 6 inches (152 rnm) on center at edges, 12 inches (305 min) at intermediate supports except 6 inches (152 min) at all supports whcrc spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 23I5.3,9 and 2315A, Nails for wall sheathing may be common, box or casing. 3Common or deformed sbank. 4Common. sDefonned shank. 6Corrosiomresistant siding or casing nails conforming to the requirements of Section 2304.3. 7Faswners spaced 3 inches r76 must) on7 enter at exterior edges and 6 inches (152 mm) on center at intermediate supports. Corrosion•res stant roofing nails with /16-inch-ditu MI (I i mm) head and 11/2-inch (38 must) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (Qa mm ) length for /32-inch (20 mm) sheathing; confomling t° d)e requirements of Section 2304,3, 9 Con zSion-resistant staples with nominal 16-inch (1) rnm) crown and WS-inch (29 mm) iengdl for 1/2-inch (12.7 mm) sheathing and 11/2•inch (38 mrn) length for /32-inch (20 m)n) sheathing conforming to the requirements of Section 2304.3. IOPancl supports at 16 inches (406 mm) (20 inches (508 mm) it strength axis in the tong direction of the panel, unless otherwise marked), Casing or finish nails spaced 6 inches (152 rain) on panel edges, )2 inches (305 mm) at intermediate supports. tlPanel supports at 24 inches (610 runt), Casing or finish nails spaced 6 inches (152 rnm) on panel edges, 12 inches (305 mm) at intermediate supports. ON CWOW14F l000li 16. Continuous header to stud, toenail 4.$d 17. Ceiling joists, laps over partitions, face nail 3-lbd l8. Ceiling joists to paralhei rafters, face nail 3 16d 19, Rafter to plate, toenail � 3.8d 20. 1" (25 mm) brace to each stud and plate, face nail M 2.8d 21, V x 8" (25 mm x 203 ram) sheathing or less to each bearing, face nail "" 2-8d 22, Wider than V x 8" (25 min x 203 mm) sheathing to each bearing, face nail 3.8d 23. Built-up corner studs_ Ibcl at 24" (630 nun) o.c. 24, Built-up girder and beams 20d at 32" (813 mm) O.C. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-I Gd at each bearing 26, Wood structural panels and particleboard: Subfloor and wall sheathing (to framiag): 1/2" (12.7 mm) and less 6d3 1%2".3/4" (15 mar-I9 nun) t/g"-I" (22 nun-25 aim) 8da or bds 11/8"-! 1/4" (29 mm-32 mm) 80 10d4 or 8ds Combination subiloor•undcriayment (to frsuning): 3/4" (19 nun) and less 6d s /g I (22 mm-25 nun) s I1/g .11/4" (29 mm-32 mm) 10d4 or 8ds 27, Panel siding (to framing)2: 1/2" (12.7 aim) or less Sd 6 54" (Ib min) $d6 28. Fiberboard sheathing: 1/2" (12.7 mm) No, 11 8 ga.4 • 6d 25/32" (20 rnm) No. 16 ga.9 No. 11 ga.$ 844 �"'"`"""'"""""'"""" No. 16 ga 9 29. interior paneling "�`"" 1/4" (6.4 mm) (9.5 Iron) ro 4dtr rC STc�2z-� �271C 1 /1 R 00 1101r MAIL'$ alz�• � Aliagdk�' i4rtd: 1'it �+� jjlii.+4� � ��'' ��� l��'80 `" �.�• '� lZto.c,. �'di•'C' MST TO tt#c;fli�l�� t't+ivftA tic ' with a mbl walls are to be frame . Portland: cgment plaster (Stucco), su ", 4X A I# � ! tp,ids minimum of 6v studs. gyp m lath ;.... and 9yPsum wallboard sheair wa lls elicit comply NTH• .) p� with CBQ Section 2513 and Tables $h 'Permissible notching grid. boring of joists are to he shown on the plans and • 10 . on the plans , lhgl .jiafd��foj�y� Shall not exceed CBC Section 2320.8.3 h rdware` must _.be @Curt s#. I1t...04-co . r allowances. tour'lbailoa� inspection. >(1605.2.2*) , Ar MILIgA Note on the plaits that hold-down connector "LO MttW�' K 4►tG�Ittl!Nl��{ Notching of exterior acid bolls lilt' wood bearing/nonbearing t walls shall not framing require approved plate 00 11#1 U*4 4 0-4 CM#J tam ,�` ' exceed 25°lalgt3a washer 1; and hold-downs shall be ' hte !i�ltNC+ !° respectively. . B 9 ned just f # Mti>�' psi o P Y Bored prior to overin the wall framing, ' h .les In bearingloonbearing walls shall ff ming, IYY,J! nOt Weed Q0°!o/60% respectively. In !� t► ►�tt�i W14" AO -Case shall the edge. of the bored Provide fire blocking in concealed spaces of hole be nearer than 6/8 Inch to the stud walls and partitlons, including furred edge Of the stud. (2320.11.9 a6d spaces at the calling and floor level and at 10 } tMe 1QJ OPU Woata t* wN 0/� � p 2320.11,10) ft. lntefvals both vertical and horizontal. 1404 FMIT i1TO pXA Mlpo 1 (708.2) tip M t Header and trimmer details for doors 00) MYROOP ""mot 10AAAA. and windows are to be shown with full rKPH 10 'Vb►1ilN+I/. • fength trimmers, specifying the size of 4) 14" A1'l' 0,#v&V dark f N' ace i t� � the header and trimmer. (2320.1 i.6) 0* Ott � l ii't `r tom» nyowp • , wMMMtNMIM�M,w�n�r.. , r FOUNDATION PIAN KdZVJiRVV AU R+ iNSr prT3 t�kt4R 0 START OF WO PA. Yr#Rt 7t ALL Dll>r NSON8 WITH ARCI�ExA�, tc'i •APLAN0 AN1J WfMV M000NDMONsVJco1� To Iry colrsmuctou. Rom A Firm'clr(ftu0rx.rxAr~Fft��} txo�,�rtsr•a�.��arrcn�. ;�Et3 CI'tAAF.V ANrt FOR UDiU!)NAX. iN�0t2t�A�4N, ALL FARDWARi To I)R HY SW nON NAYf.TN O ANO DOF ING AS SMM "a WWI i?rJY I, 1 rN XWSON CATALOO >a21F•�.411(Yli�pC.YiiiRttWI3£�gN'i�9t'N3: • PltOvl?�X3 �!ii" 17,1�1: ;7C 14" XANt� � .` •,. �.. . rrrsrr , . �, r✓HaR DOM AT4V 0 c. V,N,, A Whsi4F<. MMA 3/16" X'2" gQ � z t FX.i�'F AT { H*]BO4,- 014)VIDE 3/8" Dlk . 77 R4ri� t A 'pXIS1'tNq ItOo a4as ) A ROB DOLTS �) M 0 "WOOD AND 1M CONCAMB COVMft WALM AU 110LWWN HARMA" xo ID13 80CURW IN MACS PFt74R TU BOVMMYQN iNS ?I�CTXQrJ wit �i p . wa 801119 RXWjr,'PR&8ATPAAU sari. is 21J -s% TO Fj�i 4R FS"R WB%A1� AND tti31'4R'Yj ��Nti�'FIl!} otFlr)J3�w pN�Tl; . CO J ACr GRAD-H BUDW SLA,13 7n A 9W 0V13R olYru>, K ® Cat AMMCtFYSTA.UDUWgitSpR,MPMT. w C°` KDEX t M eIUI'I,x MA _PCOMPLAN i , b �ti 77-24 Soft-* &*Ak*WAFAkVWW*NftA �- 7 -W C N ;51 *U1,TANT5 ✓ �' A r2r i Mr. & Mrs.1_uis Osegueda .�o � 1.508 S.1'arton St. h%-*-' . �IT44 IX Santa Ana, CA 92707 a t•/A►S i�'► i..�i%t '� coNucy PHUNE An nn i.,] "Ferry Engineering IEP<. W_,rof4j�- ' 180 E. Main S1~, Q Suite 150 . ".`. Tustin, CA 92780 "NPLMG .r" � „ �� '� tit �brt • . � . f v `_ GRADING 14 .. ACC. G1R �- 1.0t#: 5&6 ST' . TYPE Map Book #: 013 ,A► ��� �1'age�: 19 , �� --- wA . COD EH EDITION e46 ., 0 �' E�.i'. #: 013-1.9�.-02 .1....T i j x"�C..l.w NO • tt�' �� =.-U I L DATA 4_� �:6T 4 ,� ` • .� �"" .,.,.. � , � � � i�.ot size: 5,8 .00 Sq. Ft. f " UIi e: 50 f S + Building Footprint: 44W9 Sq. Et. tl ��\ ` : °/a of Coverage: 23.06% Zoning: R-1 Occupancy: Single Family Residence ELECTRICAL, i i G k � t Nt . �� Building Type: VN Thisset f plants n specifications must h k the . at all times aIt is unlawful t make, any changes 0 k. , alterations n a liho t untilpermission from th Building Code: 2001 C BC,1997 UDC, 2000 UMC, City f Santa Ana. 2000 UPC, NEC The acceptance of thisplan and specifications SHALL .I+ a ° el t permit nor anapproval f the violation f n provisionsf . it Ordinance r State Law. ° Accepted By L L, . + • sm� 11. 'Imp 9tt�iTCW, AT .s"♦ t,INt IMS W ' • c>`i :t tse Wall covering shalt be cement plaster, rite EXIS 'ING/�'ROPOS D approved equal to 70 inches above dram :Existing: 14141 Sq. Et. (Residence) a WITCH, % `ri t : WAY showers or tub with showers. Materials Olt � Proposed: Qa2-St Ft. -,z a than structural elements shalt be molf$tt P �. � _ , , J�rx, t t''CArC AT l " "gast itwt:s c>Ti t t resistant. Glass enclosure doors and an Garage: 187.00 S . Ft. � a .�,. �� be !abated Swln g q �' �' r.rfff } S v r _J L _ 1 �..�...J ._ 1 �.0 UJ � -1 �......... � .......r i ll L. --I �.._ L lY ��..._ � must Category !l. do .» &�� � �_.. ' 19;20 outward. Net area a# shower •race tor''sha3t l � s , ® �003 arrt�n �i�l not toss than 't,t3zA sq. in, of Boor area, a� = ` i f t�"CA . Dt t t~AA.tl..'1' encompass 30 inch diameter circle. (807.1. Y a DIVISION rvvv p �, 4_ 2AQ6, �AA7, and p�A'l2.�j I (3 E r�G EaqdDen �;e] L �. �tf;#s�►. I�r��rA�s�, u�aT�-tor.� ,... The dwelling shalt have water Closets (toifets) T j Q¢'y� . x:.��' �. ; . f self Ave,' ve . /,1y+. }µy1 {-I} ,..}yw..'•.) . li•'T.S .saw .j' (� L. y4 A r - ('• �t�. C�lttt`iC�r • i�Y��Mlrf��1•..i•!.^ V♦ i:+i4.1 '.i^'J. ..N^.+... �^«...... which use no more than t .8 Aaltons per hush. i _ "y w 0- 1.•IGNT, L MG`!St`t'tW AT Wv, t4%"ss NoTUU �..: �. w��kolrL� � � } hin LAve 8 .,. , DISCR 3t4401104 X Wiz PAN Af4p/� �t J E2 Clt �, kr ».T SITE PLAN- !j t�.u��+ i.td�•�E' � �* t� C�ilr,tt�i OAPPIWWW� t���l�t!�R �t ..� � ®... " "` _..-.._ ►mot .�° �'► j pt..�` r l rd v "' .....,. {ci ,n� `x �c..Y � rt,a�ru�aa � ,aa To � W41MI� JACK AT l2" OR 44" WOW A*-;9yM0 t i,.� = �+� � .. fJ ., x_ G N t; t' TO VW. M M0.'t"iklW VACK- � " W din er e d l m 'tt~LE"SION JACK AT 1� «�«-�.�.»► ...., t� or POV $tom � AN , LAW ,0t: � MIC,rA`t#�$ RX16 � _ St W, UL low "OTE;!t�?iCA'i!� �tt6tit as J w f fJomona St Try ,�W �� ...� a► 'tT 'rt M rt� lt� "TIOt�iM "t�rr►tr.�,+at,,, AT CWL i�� 1't+�IC..�AT11.6 IWO tt .L* w t =y # f3 rl,el y �# EDD - 9Xi•t,4t T FAN TO iUt.0$101i AIM 0 Attu C�8 �s t'Dl�� tt`t8tlt.A'ttAN ti'AE.t1� "'1'!�'i�. ��:#�iattc�t ulAt.,� •s r �a rt��rci�l • as '4 1 l