Loading...
HomeMy WebLinkAbout10140411.pdfIII EXIST. & PROP. RR..."PLA (EXIST. 1418-85S.F.) (PROP. 405-280F.) (6A RA 6 k. 45b t>rroal. 1 0 A, L ENP. WTCA, A-r 400, UM.1366 Nonv' 01MWISH Wall covering $hall be cement plialor', 010 or approved equal to 70 Inobes above drain at MT04, n0ft WAY showers or tub with showers, Materials other IM09MACM AT 12" QR4L98* HaMt> mWIWOO than structural elements shall be molaturo resistant, Glass enolosure doors and pan6ls must be labeled Category it, awing door 220 1220*IMCBMACLO, VOLT 1 outwotd, Not area of. shower -raceplor*,shall be KW.COMACLO, OW.;00 IPAULT KrWWOKOR not loss than ItO24 64, In.. of floor area, and PA. —encompass 30 Inch diameter circle. (007-1.3, 2406t 2407t and P0412.0) The dwelling shall have water closets (toilets) MONT, CHILM MOM= which use no more than 1.6 gallons per Push. wmt UW.L Momvap AT, 00"t U"86 NOTW APPROVED *n*W$9 "NING DIVISION JUNOTICN DOX " PAN A%P/QK MASTER I.D.: G. R. A UUW*40a JACK At 12* OR 440 rq FNSCR 71"vl$10H JACK AT 124 low Landscay,- f$tW IYJ'1140�N DATE- 6)04AAO'r PAN TO OW6100 AlK b AIR COA"000 TRANSt A DATE: U*F41MAT I\V PLANNIN(� i",NAL RPHIQUIRED- YES___N0.,_/X_ CON T,NCE CONTACT -.P-HONE (714) 667-270t, SUB."E"C"FIM! CONDIT!ONS BELOW: , All mattlials to platc,11 cxisdn�, NO 7 kXU— 'f U Ov 6 CA �w VY N EX Giene'ral Datajloor'Plans, Site 1`14111,' �m4 0141AN111 - 111"0"00 001 014110j1piJA if r . AWAAW Pe r ry A c C -A At­ia, 180 1-,'. Mail) St., (N oUitc (50 4'ustin, CA 92780 A** MAP'B(I )OKI- PAGY.L A.1), N R : 601150 Scj,. Btj"11__D1N'(`f FOC)ITRIN'T' 142K00 Scl. Ft, ZONIN(i: SFR. ""J"YPE: VN 2001, An maffmala ii it Co le V-111 r 2600 R ER SIR j XI �J 0 , lo,4 RIVER SA HI AN REW PI M K11 �I H4 . '1, _Wgh I A "" '0 WIAMI. P M P ALEW ST nRVA ST Pt 9!1- Df N. `3` W tM�X)w AV AV Paw ErQN AV WARNER f W F-A W 2NER IN qkLTRAL ej- At- 1�� x C.ENIRAL ST Z; RO Wt a W UfFRIMM W , , $11 AV 11 Ur, �FGERSTROM HEMLOC K 7-7 CARRIAGE AV GW y A LT 3 C:) 4y I R BM 3y 0 IAK Ann. AEUM SUNFLOWER 'V i PO A OAT is tttn AFIO I 110M.C4t Wx CIR 2 PINUM Cm I VIEW CREEK IR "An al_� C4 In mpl V 0 1,300 ATM, UN},.`! CNk" H L K EML SAN LORE 0 AV v.�,r, aty ot San' r' TAB1 E 23-11-8-1 ' sk It SECTION 1 SECTION 2 �°�1!o Ig CALIFORNIA BUILDING CODE TABLE 23.11.8.1-.-.NAILING SCHEDULE CONNECTION NWUNQr !. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3, 1" x 6" (25 min x 152 mm) subfloor or less to each joist, faoc nail 2.8d 4. Wider than I" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3.8d 5. 2" (5) mm) sobfloor to joist or girder, blind and face nail _ 2.16d 6. Sole plate to joist or blocking, typical face nail Sole plate to Joist or blocking, at braced wall panels 16d at 16" (406 mm) o.c. 3-16d per 16" (406 mm). 7. 'fop plate to stud, cpil MOT _ 2.16d S. Stud to Sole plate 4-8d, toenail or 2-16d, end nail 9. Uauble studs, face nail' 16d at 24" (6 10 mm) o.c. 10. Aoub1W top plates, typical face nail Double top plates, lap splice 16d at 16"'(406 mmYo.c. 8-16d 11. Blocking between joists or rafters to top plate, toenail 3.8d 12, Rim joist to wp ptase, toenail 8d at 6" (152 nun) o.c. 13, Top plates, laps and intersections. face nail 2-16d 14, Continuous hcade5•, two pieces 16d at 16" (406 nun) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18, Ceiling joists to parallel rafters, face nail 3.16d 19. Rafter to plate, toenail 3.8d 20. 1" (25 nun) brace to each stud and plate, face nail 2441 21, 1" x 8" (25 mm )( 203 mart) sheathing or less to each beating, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to cacti bearing, face nail _ _ 3.8d 23. Built-up corner studs 16d at 24" (610 mm) o.c. 24, Built-up girder and beams 24d at 32" (813 mm) o,c. at top and bottom and staggered at ends and at each splice 25, 2" (5l mm) planks 2-16d at each bearing 26, Wood structural panels and paxticieboaxd: Subfloor and wall sheathing (to framing): 6d3 1/2" (12.7 mm) and less 19/32"-3/4" (15 nun-19 mm) 8d 4 or d 7/8"-1" (22 mm-25 ainr) 11/8"-11/4" (29 mm-32 m) tra 8d3 10d4 or 8dx Combination subfloor-underlayment (to framing): 6d 5 3/4" (19 mm) and less 8d5 7/8"-1" (22 mm-25 Irani) ! 1/g"-11/4" (29 mm-32 nun) lode or 8d5 27, Panel siding (to framing 6 1/2" (12.7 ram) or less 8d 846 5/8" 01 nun) 28. Fiberboard sheathing: /2" (12.7 jam) No. 1 I g a. 8 6d4 No. 16 84'9 25/32" (20 n=) No. 11 gO 90 No. 16 ga.9 29. Interior paneling ►/4" (6.4 min)tt 4dlo 3/8" (9.5 nun) 6d 'common or tiox nails may De usca except where otherwise Stoma. 2Nails spaced at 6 inches (152 mm) on comer at edges, 12 inches (305 min) at intermediate supports except 6 inches (152 rim) atoll supports where spans are 48 inches (1219 nun) or more. For nailing of wood structural pane) and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be comtion, box or casing. 3Common or deformed shank. 4Common. $Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. ?Fasteners spaced 3 inches (76 nun)on center at exterior edges and 6 inches (152 min) on center at intermediate supports. sCorrosion-resistant roofing nails with 7116-inch-diameter (! 1 mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 nun) sheathing and 13/4-inch (44 mm ) • length for 25/32-inch (20 mm) sheathin conforming to the requirements of Section 2304.3. 9Corosion-resistant staples with nominal/164116 01 mm) crown and 11/g-inch (29 mm) length for 1/2-inch (12.7 mm) sheathing and 11/2-inch (38 nun) length for 251a�ijjinch (20 mm) sheathing confotming to the requirements of Section 2304.3. tOpanel suports at 16 inches (406 rnm) t20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or fmish nails spaced ches (152 mm) on pane) cdgts, I2 inches (3QS mm) at tntecinediata supports. 1lpane) supports at 24 lnchcs (610 inm). Casing or finish nails spacul 6 inches (352 rrurt) on panel edges, 12 inches (305 mm) at intermediate supports. a $26 "AM$ f it�iNti { �.M,}, trt13 tR��» I>� f-A R Him, VtAr Ay U 01roo Ilt�>Ep lttat t�Mti. tilt% NAIUNO t 0 Mfg, N►U040 11094V nN , try *V; MIR fiSTAOCS WK ilntre�l � JAts11' 0 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 frarned with a minifflulrt 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/nonbearing wails shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing 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 wails are required to comply with the minimum requirements for load bearing walls. Show location(s) and provide typical construction details. (2320.11) Note: Other methods may be used provided a satisfactory engineering and/or architectural design is submitted, R 0 0 F T,(C a Ma'irxl A to 4.4 WA49 Wadi UJY��� srcu�tc x bia0�icr %� IP+R tt7yt 4T. tOd4d��� � ttlt�t� at.aar �x t 4�t 0 dt Otp4KlIA P ��GZ• I4�+4►ti� 1 �� fgttdrtSG� (i1h� KW'UK 004 1114) t 016"i AT MAW" i * MW 6L 40#AK P. (0) tT 06 M 414 p►E;I;M04 CUM�r►4S A iIJ+* N t twe"ILT tfi't r OOPt��f tt rit�FtM�ta . I3 FL OOP tit w4p Vet~ ft 194rW0 Max 10 "VbAlla& a) 14 00 APT0 OM4t&N`ttl�-'�i•a�+t p pp Ur* 4 bt t Y�r� pool, t'IrYt��+ _,-FRAMING PIL.JAIN .r F. F R WN60"'LAN Ail plumbing wails are to be' #named , Portland, opment piaster (stucco), gypsum lath with a minimum of 6" studs. and gypsum wallboard shear walls shall comply whit Section 2613 anti "able 26•I. 'Permissible notching #nd. boring of fVnt on • the planes ';hat ,Maid= joists are to be shown on the plans and h. rdwarei shall not exceed C� Sec#Icon 2320.F3.3 ~.. must r.t a . ur d . in... 0140 .Imicir .to. tourlbatlal, inspection-. (1665,2.2)-, allowances . Note ors the plans that hold-down confipctor Notching . of exterior and bolts Into woad framing require approved plate beadng/nonbearing t walls shall not washers; and hold -dawns shall be lightened just exceed 25%/40% respectively. Bored prior to gaysring the wall framing, holes In beadnWnonbuaring walls shall not exceed 4U%/6an/a respectively. In no. case shall the edga. of the bored Provide fire blocking in concealed spaces of ti stud wails send partitions, including furred . hale be nearer than 5/6 inch to the SpaGas at the ceiling and floor level and at 10 edge of the stud. (232Q.11.0 aril ft. Intervals both vertical and horizontal, 2320.11.10) (708.2) : Meader and trimmer details for doors and windows are to be shown with full length trimmers, specifying the size of the header and trimmer. (2320.11.16) ,r r F OU N DA-I I LAN N IN PLAN t'04 VBWY ALL DIMMISIONS 1'' OR 10 nART OF WORK, ;Y4Rif? if,•.ALL DAM&ONS Wm ARCfi1lkorU1tAiE.1'i.ANBAHD : 'W .WOMQ COMMONS PRIOR TA'$TART'OF ANY 0014s"s'ktiCiri()N, N4TWYAXCFi><E=($MUCrU1tAlG 1IN6lN,M) S W'trAa Q, PLANS FortAUDt' OVAL Jl2+T ORMARON, ALL HARDWARR TO OR BY S%WON 3WAr0TfXi WIIE1i< VUM "1.M ANp WLMO AS S'MCWMP IN TM ON CATAL00 UNT.WW MIMWISS ON "$, pz(o'VIDIA W,,6A. X Ior oNTq o,IC�'. l 1,Q, IN SHUR iPANAC: SCIhOU , W96pgovWxi 3/16" X 2" sQ aw WASHOR tx14MAT WANc;� OXR04TT. (t1WVWHzte" I)K., . T1 AMOROW RI AU, i1 OWWN AOLTS (NUTS) W •WUUIJ,AND RM CoNegMia TODU Maim JUST >Ey OR, T'4 COVMUNOWAUA AI.X. JEioLDOWN NAROWA.RB TO IM SBt:ilr(ri11N Y'iC.ACE PRIOR To �o�1NgATtpN sN��st�©� ,. W1001 Arrsrva 13oir.S I1XWJr, i'1 "ATUitX T4i 8011. TQ 24.1% OVER ,Br.UnWOTO Aq kNWUD%1 BWXBWW N 84• Zr;. AND REPaRI) CO GRAn1U Ia W s1..AU TO A 9W OVE[t 01''t�M L%4, co�A�'i'AsirW.8T'AXDMW0R so1>~•R ►Rr, . A I 1i16 �1�iilt .t!fir�. 0w48T Ct»VAIIPAIW 4000H Diu iSif' R3�Eilti 0 _ _ RESIDENTIAL SECURITY REQUIREMENTS Exterior swinging doors must be solid core, 1 3/4' thick or with panels 9116" thick, (8-210,A) 2. Doors 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 Depanment (8-2 10,C) - specify make and model number. 7,11),v 4. Specify flush bolts with 5/8" imbedment into head and threshold on inactive 1"vo of exterior double 5. Glazing in exterior doors or within 40" of ft latch must be tempered or burglary resistant. (8-2 10,F) 6. Hinges for outswinging doors mus� have non -removable pins. (8-210,G) 7. Strikeplates must be 3 1/2" long, secured to the jamb with screws 2 1/2" in length. (8-210,H) 81 Front exterior doors to be equippe4 wit 180' 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 must be 4" minimum in height of a color contrasting to the background. (8-2 10,K 1) 10. Provide an illuminated plot plan of tile complex at each driveway entrance, (8-210,K2) 11. Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. 12, Exterior walkways, passageways within multiple dwelling complexes must be provided with .25 foot candle of light, (8-2-10,M) 13. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle 14. Required exterior light fixtures must be vandal resistani'type. 15. Wooden garage doors must have panels 5/16" in thickness, (8-208,Al) 16, Guage doors more than 16 feet in width must have two locking points. (8-208,C) 17. Slide bolt assemblies must be attached to die door frame with non -removable bolts, (8-208,D) 18, The slide bolt must be 3/8" in diameter. (8-208,D) 19. Windows and sliding glass dogrs must comply with test standards of secItion 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 burgla�y resistant glazing. (8-210) 1UF1W GROUND 40 NX PKXES. ETC. CLAWS SHALL M ACXASS01,9 C-01DWAURPWR4 SYSTEM ORAOt 0. ATTIC VENTILAMON: DATE SCALS - ----- M4 DRAWN W SHEET NO. ADO AL MACH 510e - wHj-=N PLATS 10 ORIL.Leo Oq NOTC111150 ffi,090 THAN �a w O$ZILL H0L.92s5 AT t CIP Pt-AT19 - V� w/ 4 -1 cal d W.A4 H -2-2X PLATr_Z THIZ OP-TAJL. 16 NOT TO bt Ui5aO IN ZlIZUCTURAL; WAJ.- L- WI TROUT TH M APpR,0VAj_ 01w The w4 r. I H a it it. TYPICAL P.-ATE! NOTCHING 12" ' 1'2 4 -6ANe Wff H A-5 YzIli il-Wwwra myw000 /4 - 10 d Vk. SNP ff"k, nNo lor MATO LJOKE OEM, 0%purs rillllllllllAw ( g;vr-f 4srwcel). 01 -rorc�- r�ATI� J016r OK FAr-ra, -srcwcor-.) 1 Emi 7.40- �tvjz ftf%RATION OF 08L.- TOP- FILATES 5Zr VIHER OCCVR5\� 5ILL PLATE Ag FOUNDA' NOTE5.. Llw2, 1. HD INMATE5 51MI`e�(ON R AP' VEP 5GV.AL. ',FOR JC2 Pa[_�T 5tzE5 5.40NN A�_' !�-IZ UAL'5114.E5 5EE PLAN AND 5, TO PROPERLY LPCV%IN ANC XR BOG CONTRACTOR TO CHECK 'INC PLAN5 AND EP, FOR OPENING ECT. 5 RE PLA/_ f., DOLT5 4. DEEPEN Fc("; E REOVIREP AT ANG R &OL TO INSIVRE PROPER WALL EMDEDIVIENT INIF HOLFDONN 1:;>ETAIL p4.yWOOD ROOF SHT4.0­ Zx RAFTERS, 49E PLAO FOR SIZE 0 - Sf#AQt#Q 2a CONT. ULWO W/ Mywoov) 1555 U164 PER SLOCK 04 OCK TO KU 19 STARTER 0,000 4. 4-.," ji 2*4 at.WCP (FLA10 PER OLOCK -.-TO PLATE x Asa K, EXT. OW 69 4x4 STUD WALL .ROOF'.$HEAR BLSG 4- 2 x CONT. J016T w 16d AT 6" o.4, INTO' Irp 2 x ISLOCKdo NOTCH 2 x4 AT FtIM JOIST AT 2 x 4 24" o4. FLAT bv I& W Lie u FASCIA W -A EN K6 12 N.VA46 laj e 6142vgirl for, mip-HI 4Wf* IrAclwra 2 x 4 (:CNT. MOCKCx w / l6d AT 60 P4. OR USE SIMF4kPN A3§p rO ANCWC*b AT 240 o1c.4 POU15LE 2 x 4 TOM P ATE* SEE FOLAW MOTF, INSTEAD OF OLKra f-m ,% F014t SPLIC-E NAIL*Cx rcbKovm M2$-r wHmr;� 05-ruv "HOK-s 0�;OUK nK OR rau HaM A STRAP rAw 4%Aw wpilow Mtkwill, ATTIC L. P441 vmwlew Q ow -40 IP&a pr%wo 4 4,*04 41-01 MIN W'' TYP. EXT. FINISW jollif C44T -Mkll� -51ZF. t mgAm or I I I 1 0, 0 & (1) LAYER 15's FELT My- -1 TX 4 • if Co I PLASW 8 Ile V x COUNTSIR FLASH mxr� wprH t.co�E"" 1, *SILILI b0TWO09 30 0 AST FELT uw,5wp%vw . AS *jM UNDERLAYMENT IT 120 1.01 Ivew mwt I jjAm CAI -45t=L1( /e L74511V&po • T"( P. ---)P too mx 11 VALUM 2-2x- - to 0 1.!2 - I Q MAILS T.#2 x• i to a 0 lot w.,v.^vftwftw 14AILis x _'m tP, x- 0 x 47 21 t,260 COS PLYWOOD $WT*C,v wl IW NAILS AT V-6" 1 12" 0,C. 2 L� 2 x OLK'G 0 '2 Y. la, cowt 2x slws le, I 6�l%4 \••- 2.2 x 4._� jb.w. GENERAL NOTC S STRUCTURAL LUMBAR ........... ENEBAL 1. 'ALL STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING DOUGLAS FIR 1.)ER WCLA GRADING RULE No. 16, UNLESS NOTED CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR SHALL' NOTIFY OTHERWISE. EACH PEICE OF -LUMBER SHALL GRADE MARKED. THE OWNERS REPRESENTATIVE OF ANY DISCREPANCIES OR 2" TO +* THICK, 2* TO 4" WIDE:INCONSISTENCIES. LIGHT FRAMING & STUDS .................... PARAGRAPH 121c & 122c 2. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. b) 2* TO 4* THICK, V AND WIDER: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURAL JOIST AND PLANK 123b CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT .................................................. THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL c) 2" TO 4* THICK, 2* TO 4* WIDE: INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR STRUCTURAL LIGHT FRAMING ...................................................... 124b LOADS'DVE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION LOADS OF MATERIALS, ETC. d) 5- AND THICKER: RECTANGULAR BEAMS AND STRINGERS ......... 130b ROUGH OR SURFACE 5x5 AND LARGER: POST & 1IM13ER .......... 131b 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DO NOT SCALE DRAWINGS. 2. ALL STRUCTURAL PLYWOOD SHALL BE DFPA GRADE STAMPED V47H 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. CONSTRUCT10N 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 . TREATED' DOUGLAS FIR. .5. BOLTS, ,HEADS AND 'NUTS BEARING WOOD SHALL LAVE METAL WASHERS PER SCHEDULE. BOLT HOLES IN WOOD SHAI.L BE DRILLED QQNCR 1/32" TO 1/16" DIAMETER LARG03 THAN NOMINAL BOLT DIAMETER, 1. ALL POURED IN PLACE CONCRETE SHALL HAVE, AN ULTIMATE COM- 6. PRE -DRILL ALL. HOLES FOR LAG BOLTS, IF USED. PRESSIVE STRENGTH AT 28 DAYS OF.'2WO'PSI* AND AN AIRDRIED DENSITY OF I5Q PCF. IN � 4-1 2. CEMEN T -o- BE -TYPE, V FRbM­1tSTED_-ST0CK ANU CONFORMICONFORMINGTO- LING' �Q QQLE A.S.T.M. C-1.50. 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, . FO r* kit% 01mc* ANCHOR BOLTS TO DOWELS IC AND 11J970 IhIC970TIC NAIL HEADS ZOAL.1- NUT I'LINLIKAIt tLTWVVI) SHEATHING. 4. ALwLINF-11"11 F% I L" I t CONNEC11ONS LISTED ARE MINIMUM PERMISSIBLE. DETAIL GOVERN SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL OVER SCHEDULZ BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF -ANY C% I CONCRETE. I 9!'^P lox wwcw ul b) JOIST IV LL OR GIRDER, IVF- NAIL. EACH SIDE ....... BRIDGING . TO JOIST OR RAFTER, TOE NAIL EACH END 2-8d 5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE Y4 C-00 co. 140. 10 O.W.W.HIP I •W4 omit", I ........... SU B­ FLOOR, SHATHING. AT ALL- BEARING$: -UNLESS SPECIFICALLY DETAILED. 4 'fig' t6. T. H41 IX6 OR LESS, FACE NAIL ................................. #-#*-.2-8d' CONCRETE FLOOR *SL�BS VARIATION FROM LEVEL TO BE NOT MORE THA14 1/8- IN., TEN (10) FEET. T, •. IXB'OR.WIDER, FACENAIL ..................................................... 3-8d A- -2X BLIND OR FACE ... 7. ALL EXPOSED CORNEIRS OF CONCRETE SHALL BE CHAMFLXLU 3/47 ...... UNLESS NOTED OTHERWISE. A d) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.-...16d'9 16*o.c. TOP PLATE TO STUD, END NAIL ................. EQQND8TI-Q-N STUD. TO SOLE PLATE, TOE NAIL ............... ....... ...... 4�8d 41. g) DOUBLE STUDS, FACE NAIL..... ..... ....... ........ 16d 0 24*o.c. IN THE ABSENCE OF A FORMAL SOILS REPORT, MINIMUM VALUES *4 -_4 h) DOUBLE TOP PLATES, FACE NAIL PER U.S.C., TABLE 29A & 8, SHALL APPLY. ALLOWABLE SOIL Pao_ .............................. 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 160o.c. k) CEILING JOISTS OR RAFTERS, EACH BEARING TOE NAIL ........ 3-8d .2. FOOTINGS SHALL BE POURED AGAINST FIRM, UNDISTURBED NATURAL SOIL OR ENGINEERED COMPACTED FILL AS REQUIRED mm 0--. *itp wi w4 1) m) CONTINUOUS HEADER TO STUD, TOE NAIL ............................. 4-8d CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3-16d BY A QUALIFIED SOILS ENGINEER. ............ 3, DURING SITE CLEANING AND SITE EARTHWORK OPERATIONS, n) CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL, ............ 3-16d CONTRACTOR SHALL DETERMINE IF ANY FILL, EXCAVATION OR o) RAFTER TO TOP PLATE, TOE .NAIL.....'.. ... 60..p..40 ....... BURIED FOUNDATIONS, DEBRIS OR STRUCTURES ARE -ON SITE. IF ANY SUCH ARE FOUND, OWNER'S REPRESENTATIVE SHALL BE p) 1* BRACE TO EACH STUD AND PLATE, FACE NAIL ................. 2-8d N011FIED • IMMEDIATE Y. q) BUILT-UP CQRNER STUDS ..................................:.......1 f d 0 24*0.c. 4. ROOF AND. AREA RUNOFF AND AREA DRAINAGE SHALL BE MYW20174 -6a MAW .h� 4, ot♦ 411- pw&z ,MUTT &PLIcir. QF-nOWAL wO,4 .*2- 2)c MAU,!:� '.4 $40�*W40 •X # 0A 7: Awl ,4 r DIRE. 1ED WAY BUILDING F VND 11 r) JIOST OR RAFTER TO SIDE OF STUDS: 40 U UP TO 8" DEPTH ........................................................... 3­16d FOR EACH ADDITIONAL 4* DEPTH OR LESS ................. 1-16d RELMR.CING.-STEEL -.4 J u • 4r.4 a) CEILING STRIPS: 1. ALL REINFORCING BAR$ AND TIE' 3HALL CON'FORM TO A.S.T.M. A 615 GRADE 40, VNI,ESS NOTED OTHERWISE, w 1X4 TO UNDERSIDE OF JOIST, EACH BEARING 'z -ONE SLANT, ONE STRAIGHT• ........................................... 2 8d 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 SLANTo ONE STRAIGHT ......................................... 2-16d PRAC110E FOR DETAILING REINFORCING CONCRETE STRUCTURES, 0 �j NOTE- USE STRONGHOLD ANNULARY GROOVED GYPSUM BOARD A.C.I. 315. AND PLASTER CEILINGS. STRIPS SUPPORTING PLASTER 3. REINFORCING SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS: CEILINGS SHALL BE WIRED IN PLACE IN ADDITION TO NAILING. UNFORMED SURFACES- EXPOSED TO EARTH ............................... 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER: t) BUILT-UP BEAMS: No. 5 AND SMALLER ................................................................ 1.5" No. 6 THRU No. 18 .y................ ' ..................... 2" 2X10 OR LESS: STAGGERED AT ' TOP & BOTTOM ..... 20d 0 32 O.C. SLABS POURED AGAINST -EARTH` ... 2 AT ENDS* ... **2-20d 2X12 AND LARGER: -STAGGERED ......... * ......... 1/27 BOLTS 0 24l*ox. 41� WlAaHEB 5QHE UL 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 L0CA711ONS.-- MUDSILL TO FOUNDATION b) WOOD LEDGER AND CAPS TO. CONCRETE AND MASONARY WALLS 0) -AGAINST 2X MEMBER WHEN 2X MEMBER IS BOLTED TO A HEAVIER 00 MEMBER OR IS.' USED TO MAKE A BEAM d) STANDARD OUT WASHERS -MAY BE USED ELSEWHERE UNLESS NOTED ON THE DRAWINGS BOLT STEEL -WASHERS MALlJ_ll IRON SIZE -SQUARE ROUND ROUND • 5/8 -'2 1/2 sq. X 1/4 role" I I 104" IVIII(W HPAHO tsinfilo it 040 1111414040" TYPI01 HPAND Wnigl# ftm( (;Qrtw 41w "01OWAN 14101"km PA I nw- mA%HD/wn'wPAwn%D so tWNGLF. POUR INSTALLATIONS 9 woo jt DRAWN Yi CHECKED DATE SCALE A Ell ^S NOTED JOB NO, SHEET OF SHEET s