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HomeMy WebLinkAbout15120-15150 GRAND AVE_ 198-88 (16) i `YnLAC-(" i PLAN CORRECTION SHEET 19 b e SUPPLEMENTAL CORRECTION SHEET FOR REQUIREMENTS FOR Plan Chock No. 1-1 v V ACCESS APARTMENT Blllr]N7INUED DINGS BY PHYSICALLY HANDICAPPED NERSONS must swing either in kite same direction or away from 4, The sides and back of adjacent cabinets,which may IRae.TITLx 24P :'a CALIFORNIA ADMINISTRATIVE COO91 t the Space between the doors. 2.330I(i) become exposed to moisture or food handling when i'. -- - -------- - ---- - ------- f It. Exit doors must open from the inside wiihi to a key,or countertop is lowered•are to be constructed of durable A. ENERAL(SEC.2d219 t'e'E•105(b)9 12. Surfaes u(ramps shall be slip resistant. any fpecial knowledge or effort. Exit doors Irons nonabsorbent materials appropriate for such uses. I Nn, aa� -�� District No. 1 I P k luesibilityiadapmhility requirenrnt>fur she ph?si' E STAIRIYAYS(SEC.2•l303) 1 buildings or rooms serving IOor fewer occupants moy Install finished flooring on the floor beneath such f tally handicapped shall apply to all apartment houses have a night latch,dead bolt,or security comes,as long cots It er 0 . . O 1. Stain"av tread% must be slip•resmant with smooth, as she doors can stillbeo p collou ping lfi)m more units. Exceptions are condo rounded or beveled ti es,and no abrupt dges at the r pened(romeheinsil:ewiihous 5. Stone,cultured stone,and tiled countertops may be I .. mwiums,co•ops.mwnhouses,and units with a path oj s 8 P I I akey.specialkur.wledgeoreffort.Inaddition,these _ used without meeting these repositionin requirements. traveI u)the pnmaty entrance exceeding{a 15%slope nose.The upper approach too stairway and at stairway devices are not to be mounted more than 48 inches 8 -- Regulations require mI expenditure of S treads outside a budding are to be marked by a strip of above the floor.Manually operated edge.bolts,surface. 6. Lower shelving and/or drawer space must be provided IIxr,unit our�._units for this proJeeh clearly contrasting color, at lean 2 inches wide to mourned(lush bolts and surface bob,are prIhibiud, at a height of no more than 48 inches. Re,ulations are applicable licable when the primary entrance Painted strip is acceptable).The strip is I. be placed When exit door us used in airs crud automari:Ilwh R I parallel to and not more than one inch from she nose P J. BATHROOMS(2.1213,2.1711,and 5.1504) IS lH:than(6)legit above grade tar less town(4)feet below fs(the step or fouling.The strip material must be at r bobs are used,t!se door leaf with the flush bob must 1, Bathroom entrance doorways need an 18 inch clear `� •• """' grade. have no doorknob or surface•mountedhardware.The a attfromthesideofthednor'slatchedgeontheswing \ leastasslip•rrsi:•am as ihcothentainrads. 2•lS05(r)(s) unlatching of any lea(must notrequire more than one sPde. _ B.IWALRS AND SIDEWALKS(SEC.2•SS2!) 2. The noting Should no,project more thin I%inches past r o raeon. 2.3303(c) 2. At least the side of a bathtub or bathtub. Walks and sidewalks shall have a continuous common the(aceol the riser belGw,an•l the risers should besolid ppete 8 v 12. Handacrivaieddooropeninghardwareistobebaween showeris needed for maneuverin awheelchairandfor C i surface,not interrupted by uepa or by abrupt changt•s enough to prevent objects larger than 1( inch from i S0 and A inches above the floor.Latchingand locking g ' in level exceeding4inch,andshallbeam,nimumo(48 passing through them. 2.3505(s) I transferring to and from the bathing facilities.This - times that are hand activated.and in a path of nave s ace ma nclude the in area under the inches in width. 3. Stairways must have handrails on both sides.Private P y' �� S1 iO /� �A G b A t e stairways g y should Invalo 11 Y J (D y_1 _l V.7 2. Surfaces t with t as of less than t r, c v_.as t onone side inches height may have handrails 7• 1 i � activating bars.or other thatprovides passage 3. The ttnlet can be loafed in a space 36 inches in dear shall be at least a i slip-resistant as that descri r.as a on one side only. one awe without grasping the hardware.Doors to individual o medium salted finish, 4. Stairways serving one dwelling unit in an apartment � P 8 width,as long as 48 inches of clear space is provided in s � - " n Surfaces with a slope of 6 percent gradient or greater house are allowed to have only one handrail:but if the units must operate similarly,except that when the bolt front of the toilet.Space may include maneuverable V = shall be slip-resistant. stairway is open on one or both sides,handrail s are to be 1 and unlatching operation is performed with a keyfrom spaceunderasinkdesignedsoasnottoimpedeaccess. • = (r.{,,Surface cross slopes shall not exceed!(inch per foot. provided on the open side(s). 2.3305(j) thecorriefor or exterior sideof the door,large bow keys Doors must not infringe on Lhls within shower ateesse clearances. 11 9 2 C r Cv� �0 /4 b `I p, s Walks.sidewalks and p desFian ways shall be free a 5. Other stairways must have handrails on both sides.A instead full [ever type inch hA hardware anbow) the corridorvided s de. 4 onabsearbent surface such a Pomona umah t hard,on r I J (`�J J_ J 9 1r 1 n VVV gratings whenever possible.For gmtin�s located in the stairway more than 88 inches wide must have at least w surface of any of these areas,grid openings in ratings one intermediate handrail for each 88 inches of j Seppaarate dead lock activation on the room side of L»r• Inert,ceramic th w tilt or other approved material,extend. ;. g ritlor doors must have a lever handle or large thumb in u the wools a least 70 inches above du drain. _ shall be ie slop to inch in direction f direction of traffic flow. required width.in equal Intermediate handrails shay)be spaced r 8 P When the slope in the direction of travel of any walk at approzimetely equal intervals along the ensue �, tom in an easily niched location.2•3303(c) Materials other than structural elements used in such exceeds 6% it shall comply with the provisions for length of the stairway. 2.3305(j) 13. Exit door hardware needs to bean approved type tested walls should be impervious to moisture. a ! - in atxordance with the procedures established by State 5. Doors and panels of shower end bathtub euclosw�es are Pedestrian Ramps. 6. Handrails must be continuous for the full le^gth of the f Fire Marshal Standards 33.2 and 33.3.2.3303(1) to be constructed from approved shatter•reainant 0 7. Abrupt changes m level along any accessible route shall stairway.The handrail must be 30 to 34 inches above I 14. Maximum effort to operate "ors must not exceed 8.5 materials.Glaring used in d.ars and_ - _ d g panels of showers not exceed g inch.When changes in level do occur,they the nosing of the treads,and extend at least 12 inches pounds for exterior doors .nd 5 po sails for interior and bathtubs must be fully tampered,laminated safety is shall be beveled with a slope no reaterthan 1:2except beyond the top nosing and 12 inches plus the tread doors.Thismazimumeffortismpsurdastheamount lastora 1 that level changgesnot exceeding�inch may bevertical. width beyond me bottom nosing.The handrail must be i - g pprovedplasia e Whenchangesin levels greaterthantiinchareneressary retutnedorend in newel posts or safety terminals.If the of push or pull applied at right angles tohin�eddoors, 6. When glace is used.i[is to be at lent M inch thick o they shall comply with the requirements for curb extension of the handrail in the direction of the suit and at the center plane o[sliding or folding doors. when fully tempered,or!(inch when laminated,and Compcnsadng devices or automatic door openers may must pass the test requirements of UBC Standard No. --__ ramps. run creates a hazard,the extension must be made at be used to meet these standards.When fire doors are 54.2.Plastic used in doom and panels of showers and 8. Walks shall be Prov(ded with a level area not less Shan right angles to the['+ce of the returning wall.Where the i required,she maxmum effort to operate the door may bathtub enclosures shall be shatter•resisunt.Hinged - < 60 inches by fi0 inches at a door or gate that:., gs stairs are continuous from landing to landing, the t be ivaeasd up to 15 pounds.2-SIOS(I) shower doors must open outward. F toward the walk,and not less than 60 inches b f 60 inner rail must be continuous,but need not extend into 15. The bottom 10 inches of all doors,except automatic inches when thedoor swings onto the landing,and riot the landing. P 7. Compartment showers must be 42 inches wide and 48 ' less than 48 inches wide by 44 inches deep at a door or Flandrails projecting from a wall are to be at least IM and sliding doors,must have a smooth,uninterrupted inches deep with an entrance opening of 36 inches. - c 1 surface to allow the door to be opened by a wheelchair When a threshold(a recessed drop)is used,it shall be a gate that swings away from the walk.Such walks shall inches from the wall.The rail's handgri p must be w extend 24 inches to thesideof thestrike d eof adooror between IA to 2 inches wide,or the shape must sat I footrest without arching on or topping the wheel- maximum of K inch in height and have a beveled or r B Pr PP y chair.2.3303(m) ! sloped angle not exceeding 45 degrees from horizontal. j gate that swings toward the walk. an equivalent smooth gripping surface with no sharp c 9. All walks with continuous gradients shall have level corners.2.3305(j) j I CORRIDORS 8. The shower Moor needs to slope toward the rpr to a I e areas at)east 5 feet Sn length at intervals of at least eve J� y vet cortido<nin 0 ore OCN ran must be at drain looted within 6 inches of the rear wall. p - 400 fee:. 8 every /F.IENTRY WAYS t ty44 inchecortidon within apartment9. A clear floor apace 30 inches by 48 inches must be �� 1. Applicable primary entrances to buildings are to be hou nivaleast36incheswide.2-3304(b) provided in frontal a lavatory.Thua ace istoadjoinor dor. HAZARDS(SEC.2.3324) accessible to the physially handiap)xd.1fthe primary 2. C rrido velongg rcrcgqwire:2.330:`) overlap an accessible route and shall extend into knee I. Warningcurbs.Abruptchangesinlevel,exceptbetween enirancesarenotbeingusedbythedisabledortheiruse (a)Amini fdthof60inches;or and toe space underneath the lavatory. a walk or sidewalk and an adjacent street or driveway, is restricted,the entrances which art:being substituted (b)At a c ra ,a wheelchair Earningor10. The lavatory mutt be mounted with a dpnnce of at exceeding 4 inches in a vertic.l dimension•such as at must be made accessible to and usab•e by the physically in coveeast 60 inches by 60 inches;or last29 inches from the floortothebottom oftheapron planters or fountains located in or adjacent to walks, handicapped.2.3301(m) (c) a cessen, •ntervening crow or tee with knee clearance under the front lip extending a sidewalks,or other pedestrian ways,shall be identified 2. Every primary entrance and individual living accom- co clear a isinches ide•,or minimum of 30 inches in width with 8 inches men. • 3 by curbs projecting at least 6 inches in heightabovethe modahon shall have a door buzzer,bell•chime or d)Adooratacentralloation. imum depth at the top.Toeclearanceis the nmewidth --- -" walk or sidewalk surface to warn the blind ofa potential equivalent.2.1213(b) I /� and must beaminimum of9 inches from the Booranda O dropnff.When a guardrail or handrail is provided,no 3. Recessed doormats must be adequately anchored to (� 1 H.ANSIDE THE APARTMENT UNIT-GENERAL minimum of 17 inches deep from the front of the w cur is required when a guiderail is provided centered 3 prevent6::er(erence with wheelchair traffsa 2.3301(m) _l1Y (3/.. Every entry,opening orpauage door of the apartment lavatory. u in.:he.(plus or minus one inch)above the surface ofthe 4. E very required exit must be large enough so permit a O[J must have a minimum clear opening of32 inc heswhen 11. Faucet controls are to be operable with one hand and walk at sidewalk;the walk is 5 percent or less gradient time at least three feet wide and six feet,right inches 1 the door is in a[ally open position.2.1213(a) require no more than 5 IbL of fora to activate.Exam- o eir no adjacent hazard exists. high.Exit dry-Is shall open at least 90degrees.and 2. Switches:Thecenterofthegrs�of the operating ban. pies ofacce table designs are lever-operated and push. n_ 2. Overhanging Obstructions: Any obstructions that provide a c&o,width o[at Ipst!2 inches. 2.9lO3(e) ! ale of switches used to control lighting and rettpuble type controlled mechanisms. overhangsa pedestrian's way shall bea minimum of 80 5. The flooror Lns;icg shall be no more than flinch lower outlets,appliances,or cooling,heating,and ventilat• 12. Grab bars do not need to be provided However,sup- inches above the walking surface as measured from the than thedoonv:y thresnold.Changes in level between!1 ing equipment must be between three and four feet port backing must be built in accordance with grab bar = belitomof the obstruction. inchandli'fithmusthebeveled•with a slope nogreater abovethefloor•3.380.i height and length requirements to allow for future I - u �'2 AMPS(SEC 24306) than 50%,A ramp must be provided if the change in 3. Electrical Outlets: The center of 15•. 20•,and 30• installation of grab ban. level is greater than It inch.2.7306(i) ampere electrical outlets must be installed at least 12 13. Support backing needs to be placed an each side,or on . The slop f a pimp shall not exceed 1 in 1_. i i 6. Alevel,clearareaislobecreatdonpchsideo(anexit inchesabcveshe[Ioor.Thisrequirementdoesnotapply one side and the back ot the toilet.33inchn above and O . Thetop11.0ndingsnnarampmustbeatleast60inchesin ' pa perm y pan)IeltotheDoor.Supportbackingatthesideshallbe depth. door.The area should br a least 60 inches in she direr• to electrical outlets insulted as a rt of ane•id c lion of tl-e door swing,and 44 inches in the opposite installed baseboard healers,outlets required in areas at least 42 inches long,with the front end 24 inches in !. it door swings onto a top landing foie landing depth drecrion of the door swing,as measur ssrightangies - adjacent to sliding panels or walls,or other electrical• front of the toilet.Support backing at the back must be shall be not less than 42 inches plus the width of the ra the door in its closed position.2.3303(i) cot,vcnience floor owlets.The requirement also does• -� - door. Po ►eq at least 36 inches long. E ! 4. The top landing shell have a width not less than in 7• ne width of this level area must extend 24 inches past not apply to baseboard electric)outlets used in mov. 14. Should the builder install grab San,the diameter or thestrikeedge ofthedoorfortheexteriordoor,and18 able partitions,or in walls with windows.3.210-25. widthof the gripping surface is Lobe!%tolitinches,or + depth. Inches past the strike d for interior door. 2.3303(i) the shape must provide an equivalent ri in surface. t S. bey top landing shall extend not less than 2+inches P edge �I 1.)K, The design and co Pe nt 8 PP g beyond else strike side of she drsoratexserier romps 8. in individual apartment house units,the level area \./I. The design and construction of all U-shaped kitchens When gob bars ale mounted a grab net to a wool.the This plan Hs.dt apylieation wog•xo�•on , �� must i e the inches long,both or the direction.and !pace between the wall and the b ban is to be Ill, ; • Itl incha car interior ramps. muse provide a minimum clear space of(i0 inches P � oplwsite the direction,of else door swing,as matured incha. 6. The boom%landing shall be not less than 7F inches betwttnabinetfronu,counars,orwalls.Aminimum ii ore right an lei to she lane of the door in its dosed 15. The structural strength ti rib ban,too.rid shower • l ; deep oR P clear space of 48 inches is required(or all other kitchen 8 8 RN Ms N'-T WITH ORIGINAL,AND REVISED FLANS AND SPECIFIS+sTIONS wt+EN CORREC71pHS HAVE BEEN MaOE 7. Intermediate landings shall be provided at turns ailed wssitinli._SSOS(i) i designs seats,[utenenandmountingdevimmustwithssandat RETURN THIS 3 Ec whenever Ilse change in level exceeds 30 inches. 9. In apartments,private garages and sheds,where a door 2. Counter sops at lent 30 incha need to be provided for last 250 pounds of lateral load. 8. Inc mediates landing ran straight ramps shell have a opens over a landing,the landing should be as long as th,kitchen sink.At least30 inches shall be provided for IB. Grob ban an not route within their listings. I .! the door width.Screen doors and storm doors may j 17. A bbarandanywallorsurfaceadjacenttoumustlse t�gn� \\/111BB depth of not less than 5'-0".Intermediate landings on a work space.Both the sink and work span counter ta.ea.o car. E. 3. <�\ D. Qxr•trines.indioppaiffacomptwd-M. � ramps that turn greater than30degreesshall be not less swing over stairs.The landing doesn't have to be as areas shall be designed to enable reposftfonfng to a free of anysharporabnsiveelemenu.Edgesmusrhave // lung as Ilse screen doors aesd storm(i) •t,but should be t a minimum ndfus of!S Inch. r t ^` than 6 feet in depth. minimum height o 28 inches.The sink and work star• s , 7 P as long as the door width.2.31033(i) face counter areas may d seL.eaae.+d r+aorv,.e '�Osf- L 1 _ Dahl" P H."•1 LG�✓�` ,� 9. Ramps shall be not less than 4 fees wide. 10. The space between two consecutive door openin in a - y be a single integral unit or A 10. Ramps serving a primary entrance foran xcupant load separate components. vestibule,serving other than a required exit stairway. 4 - 3 if 300 or more shall be not less Shan.5 feet wide. must havrat least incheso[clears ace from door 3. Gbineu looted directly under sink and work area it. Handrail sshall be placed on each side of each ramp and P y countersdes' edforreppoott'' ing must beremovable shall extend 12 inches beyond the trip and bottom of opening Into the vestibule when the door is positioned to accommodate whttichair clearance. .` .; the ramp and 30.34 inches high. at 90 degrees from its closed position.Doors in a series y Ri X a 1 F . t i :its I ( CONSULTANTS,INC. PLAN CORRECTION SHEE'l CONSULTANTS,INC. PLAN CORRECTION SHEE"+ Cww6jWts to Wrsr wWtal Agenees 5< &8 G-t y Conadtancs to Com„vmenW Aeenrna ^ro lls►rt o Au(r 158-8g Pl.e Check No Continued /S/�' /S/S C! plan Check No Continued ! 44ke BL3,,ra t `4 --`S"""e Earth Research Associates Inc. _ VY 2, /a .5r,P 411,4.1-04 L-3 A r_t_ S -bEdA KA4CID F R•owt A P.4.4T fa r2 L4L-- -(.Ss, Go/-+'t-6C^0+' �• rtvu&n A-1 -tL-�t-fi4c 4.11<,f 09Y--o _ SLo v R 4�b"� � Z i u;n6s 4 sFef-A/ze�. ,4re.-,,c 6(At C7K-• j2pv-4 Ic-13r, --ems � August 17, 1986 > J.N. 158-86 u P cr�o,I S c 8 ? Qc>7 o/V ,} r TI�A7' ><l�trtOCw o,tt -y!s �CTnc� d• t r r 6o S r If- r/ „[ 56e CO/L,"C-TLOa s9 XIA- jL6�uvn.-u.C5-H" LT-0 f MR. FRANK BUCCELLA S ¢r 36 �aYr« , -t - 3541 Courtside Circle t (��u�„� w� 10. M" fS 51 . No �.� �� Huntington Beach, CA 92649 _ �. /zeb fo S7`fd7ET7�/ -s ee lve nx s S/to•u N ,9 17"a+l. _ r r r c Subject: Grading of Building Pads C, D, E, & F, Harbor Grand �e�ce\ tY`4t Wa+ u,o �ry 2ca '\ �Oowits nor 6•ar_ or+ 7 _ dW1s Apartments, Lake Elsinore, California. �T l it pRot�t�06y�ccatct✓� nCorrfs f1 lJr= c3. Reference: Preliminary Soils Investigation, Proposed Apartment rx��tti� ,Tlz ; ! ,� a ,( Q,ZtH f. lli�•- '�a!•�. L•t v Complex, Grand Avenue, Lake Elsinore, California; Pon-r s'94C-C Kot- �KC66r /roe a� iK ��c s�er�o7��/S , f � � report by Inland Foundation Engineering, Inc., dated August 20, 1979. { 710T6C7�Af Usi�! ,¢i/ /1Lt< t,,r- "re/L-14-- S A-cc- �. c c Gentlemen: aE Fal-L .S .� 4i/iJ '4 euJoe2. af0#120't* V = --t-- — ,,, 4 tatcl it-tt k,-d , This is to inform those concerned that Earth Research Associates, (L �., sl�At,c� .5,�fo�•�� oN TIfE (�<A�JS 4Gtxl4 ��rt1 I Inc. has performed inspection and testing services during grading C of the subject building pads. Grading.was performed in accor- dance rl�t_ 4)t5�f+a P Ro M o/' /w¢7 /l t (� h!n 1NE73W a f' � r dance with the recommendations of the referenced report, as well T15 aATZo�P �Gll►��i�lT G9>`/S 44C,K. 77trS P,-(0ebA tA� 71 � C as this firm, and compaction is satisfactory. Surface soils are Dn �• free of sulfate content and special cement is not required. Tn ewa A Y„�t,.. a7 16 O.L. , F,t 1:,,.K.r..•�.,an ew , ! J t!I r C ^S^ 011 r/ ,5 ,2 Slfi��. s A detailed report providing compaction test data will follow -- - � Ct 1^r'.r sr- �}-r To/+ eF 4tAI shortly. / 4- ! AA•5 �, Srs(Arc r36' 6-C �ccfPo/t/Z� a wd,:p CR.lcker C. — V. Respectfully submitted, 1. G.DCk-&44 6 r" EARTH RESEARCH ASSOCIATES, INC r y M i n 4L 46.o DowrlS sliAL►-. 144uL, f=ocrtN�s FuLC a*f-j-H 41r111 F, Tom Bebout Dave D ing, P.E Allen Bell, CEG 936 — - President RCE 0106 Engineering Geologist IKUW ggp D(5'Irrr4C'&S ?ER ? �- 50t5crFX AX02am4-ea TB/DD/AB/nls TNT 'DiZawtklys s ffoc -a 4ND t5 De- C..3CTm A- c'ocao -�WNr -w CzBN S t,A D Ago 'hoes NoT- h141C� 4 L taw�r(c t4s .n d� ./P*J I S �r 1" ��-c- �C�S1�T �o[L f I G� '1 wbk-6 s ;v �zui3c?ow�t��T T7 ILEX- 0 0ot)i4S Tv eoc"6-14511-; 17-- 7?fL,y (5.;s efz . sc�3_ 3185-A Airway Ave.•Costa Mesa,Co.92626•(714) 549-8991 lut-0C .It)"Zo QV { dt �he. �l�vi' ��[., ¢•t(�+t.ottw�t py. 1 -- ' *. 1, 3 a.,.,r d Is � Sheet No........ot........Sheets Sheet No........of........Sheets e r c It 1 IFIANSON TRUSS INC. f f2ty� QdGGEwR PRELIMINARY HANSON TRUSS, INC. 14045 RAN4INA AVE CHINA,CA 91710 4 71 1-591.9256 I 4 I) A cA Y ME ZONE REOWIREMcNTS Perch over required windows at must have a minimum clear height of 7 fl with longe• side at least 65n open and unobstructed.(1205-a) ���rrrccc CONSULTANTS, INC. 18. The following are requited for building in Fire Zone 4; ndrailb shall satisfy the following:(33U6•;) 8. Root purThe shall not be smaller than the rafters they r YaESI]�EIeT7C�AL PLAN (1603) 5 . Operable window area of habitable rooms must be support The max.span lor2x4/2x6inchroofpurlinsis Consultants to Governmental Agencies Root covering shall be`Fire Retardant".(Double 1120 of the room floor area with a minimum of 5 square Pro de continuer-handrail for stairways with 4 or 4/6 It for Pullin supports provide struts,not smaller able Pro- reel(1205-a) m e risers. than 2x4 inch with an unbraced length not over 6 feet, 1415 East Seventeenth St.•Santa Ana,CA 92701 layer Class l asphalt shingles not acceptable). (7?4)558-1952 T� lay'a complete description.(16D3-D) 5 . In lieu of openable windows for habiable rooms,a shall ba 30 to 34 Inches above the nosing and not flatter than 45 degrees from Iho horizonal,to ORRL mechanical ventilating system capable of providing �.n.d.rail da. bearing walls or partitions.(2517•h5) Underfloor area shall be enclosed to the ground two air changes per hour(with 1/5 of air supply from a: c Inlermediata balusters shall be spaced 6 inches o.c. 6 . Provide designed ridge beams(4z min.)for open beam O�ff with walls as required for exterior of the building the outside)shall be provided.Show size of unit and maximum on open side(s), vaulted ceilings when ceiling joists or rarer ties are /� et l9 S-80 _ (163L.c) EXCEPTIONS: location of registers.(1205•a) s• �1r otprev dad(2517-h) n^�� �� / ^ s/� (� d The ran/4 in portion of handrail shall Es"s �� 2d S�S x /''+ GVt 7 Complete enclosure shall not be required where 5 , In bathrooms,laundry rooms,water closet compact' than t•1/4 mares nor more than 2lnc s in cross- 86. Provide manufactured roof truss profiles,layout plan City or Locality Distri�f o. Plan Check No. underside of floors and exposed beams, ments and similar nonhabitable rooms,1/20 of room sectional dimension.(See attached) t�t�a 7Ft(r_ t and calculations from truss manufacturer.(302•c) Building Address columns and bearing walls are protected as for Ooor area Is required la be openable with a minimum A�P �8= �f-IGGl�r1-f.,� pEV 10W1 _Qi 8�'%L �� one-hour construction. of 1.5 sq, ft(1205•a)Appears to be deficient In rn handrail to newel post or we . 141,( „r.,)t.,�1••.( ow acin direction rchitecfor ngineer/bra amen Telephone f.'o. Owner Telephone No. Areas under cantilevered balconies and un- _. I vide 36 rn (�t�ART7 A()- LD�o-��x, P(y q S��[ tooled walking decks not having exposed Will- Provide mechanical ventilation capable of providing chess,balconies and raised:tools,(more than 30 (� 0. The "x "ceiling joists e ties,pipes,mechanical equipment need not be I sees above grade or floor below)and open sides)of o.c.over exceed the five air Changes per hour in bathrooms,waterclosel air landings.Openings between balusters/rails shall �+12 all,, able span for -grade.(T 25•U-J•6) Applicant Telephone No. considered underfloor area.(Does not apply to compartments.laundry rooms and similar rooms it l(► be less , n 6 inches.(1711) p R1 �� \ 2 tiro p(tIER�Pn1Tw►JS� D� Leach bent sites). required operable windows are not provided.(Duct; 9 . Rarer ties spaced 4 h.(max.)on centers are required (Anau,ed) N�nf floor Areas ruuavon Fire Climate Ies ens are not accepble in rooms containing tubs p/�,,,( 2 VE LA ON immediately above ceiling joists which are not parallel S Zone Zone Expansive Yes { .Utilities,pipes,furnaces,water healers and other or rowers).(,2 a) Q�'�')4�(_OfU �•0�1""' ^ to the raters.(2517-h4) Residence and Garage Soil No mechanical devices in exposed under floor areas (Detached) ! shall be enclosed with material approved for axle- mansion on the plats the 30 inch clear width for i o attic ventilation type, size, and location. The 1- 9 . Show blocking al ends of raters and trusses a!sate• liar one-hour construction.Adequate access open- /~, - - aver closet compartment and 24 inch clearance in `ae�3 eq red ventilating area ratio is 1/150 0l arJc area or r ri r walls,and at supper's of floor joists.(2517-d3 and in;s for service are required.(1603•d).(Oozs not ' !rant cl water closet Ier bathrocm. /3 0l aria area if at least hall of the vent area is y.AreualA 1 -h6) DE COMPLIANCE OR ISSUANCE Of A BUILDING PERMIT,THE PLANS AND APPLICATION FOR THIS CONSTRUCTION apply to beach Irons sites). ( t,a) more than 3 it above save vents(providing the remain• 11r.11 S ow drah separation for at c reas between units in a BEFORE APPROVAL FOR CO Ing portion of the vent area).Openings to have 1/4 1 Alex.(2516-Q REQUIRE THE INFORMATION,REVISIONS,AND CORRECTIONS INDICATED BY THE CIRCLED ITEMS BELOW.THE APPROVAL STATE TE L4.VO 2 Malibu Zoned District Wood shakes and shingles are p # 5 . / covering shall be cement plaster,tile or approved inch corrosion resisantmeal mesh covering.(3205•c) SPECIFICATIONS GOES NOT PERMIT THE VIOLATIONS OF ANY SECTION Or THE BUILDING CODE OR OTHER COUNTY ORD prohibited.(1F03-b) �' r' 4 e ual to N inches above drain tat s+ewers or tub with size and 1 31 Buret Fire Zone:A minimum of a Class C tooling D T3ATFI owers.Materials other than sEruc!�raTtemen:s to 7 Sens equal underfloor ventilation for1eech opening n of underf nor / h� Specify the header size at door,window and other assently is required.(Wood shingles/shakes are not b�moisture resistant.Class enclosure doors snd;ar,• q q• be must re les sta Category cl Swing door our+arE. tea. (14 area.Openings shall be as close to corners as pracof openings over 4 tt wide in bearing walls.(2517•g5) permitted).(1604) cable and shall provide cross ventilation along the Net area of shower receptor shall be not less than o%d length cl al least two opposite sides.Openings shall 5. The "x "header at Note: Numbers in parenthesis refer:o rode Sections of;he 12. Sanitation District(pay sewer connection fee). i BUILDING SITING 1,02;sq,in cf roar area,and encompass 30 inch 9 exceeds the allowable span Eizneler circle.(510,511,5405,5407,UBC Std.T-5: have 1/;inch corrosion resistant meal mesh cover- for grade. 19a5editions of the Building Code O,(T=Table),Plumb- 13. Coastal Commission approval is required for structures ' t lines shall be one- and P.C.L•09) ing.(2@16•c6) ing Code(P.C.),Mechanical code(M.C.),or Electrical within 5 miles of the coastline(303-a) 1 Walls c!cser than 3 feet to property', 9 De�recrr,provide cr.e 7 . Provide and detail 2 inch air space between wood 6. Detail required for header support at the corner win: Code(EG.). 14. The Water Agency c:earance is , haul rated construction,have no openir. s,and shall 5 In dews at have 30 inch parapets when the building floor area c;en:ale zsczpz xi:_ow neeti:,g all c!the fcltow+ng: framed wall and planter box.Exterior wall sheathing () required. excteds 1,GCO square:eel on any floor.(i 5-A and x;l opzna escape wi. lass this.c.7 sq.:,a rir.inu n shall extend down to sill. Flash top of a:r space. 7. Studs in bearing walls are limited to 10 it in height •i -r.d esirha 55.7 ,and a sill height (2516•c7) unless an approved design is submitted. NS :2,inch height° 23 INSTRUCTIONS Sch of District clearance 17C:_) e,se I S 75. The v to this Ian is required. GARAGE AND CARPORT 8. Note or dead lateral support for the top of interior ton A orrections with circled item numbers apply p /�/.�Dt_hheC garage/carport walls less thin set from rc:over 4;inches xbact the.facer.(12G.) bearing walls when marul3ciured trusses are used. check 16• �{J/�pre:=-ri lire shall have one-hour exterior prclec:ion `mQO 5 , Show location(s)of hsrC wired smoke Eetet;cr,cer.- � with no cpenrrgs.(T 5-A) FmtR 4WS &05901Al tta3y locsted in torrid-,leading to sleeting recns cr L The following are required lot attached garage/ 9. Studs supporting two floors,roof and ceiling must be B. To the ru;hlof the circled corrections please indicate ute _ t arporV 3x4 or 2x6 al 16"o.c.(T 25-R-3) r n the tans 3 . Bui!d!r;s adjacent to ascending or descending slopes on let ceiling above s::irv2y when sleepiry icons sheet number and detail or note numbs o p ) shall tz se�zck according to the requirements of Sec, are en an up;.er level,and in basement(irrt:c-rr.ecl .Specie makeup of one-hour lire-resistive construe- wherethecorrections are made.Resubmit markedorigi- ZONING/PLANNING DEPARTMENT i 2c07.d.See attached sheet. with detector at badmom).(Szt eper).(1 s--ke tiononthe are esidelorwalls,ceilin ceilings, 1 0. Note the use of full length studs(balloon frame)on eland two correctedsetsolDlans,calculations this (ORDINANCE N0.1494,TITLE 26) Ce:sc:or permitted in existing:cnsuuc:ron).(12tC) 9 9 9 exterior walls of rooms carte vaulted ceiling. n beams of garage adjacent to or supporting the dwel- correction shoat Separate sheet for response may be 3 . Prcjtc::crs,including eaves,shall be one•hour fire fir ) story 17. Approval from the Regional Planning Depart,-rent is resis;!ve censtruction,heavy timber or of noncorrbust• 5 Show location cf 23x30 inch zric access with 30 inch g,(503-d and T 5•B.(Does not apply to nne-eta 1 1. Bracing of exterior/main in c,iorns a walls shall conform used. required tor.residential use in zone/ car ort with methods and locations as specified in Sac. ible r..aaerial it they project into the 3 IL setback area m!rinum i•ead:oom.(3205•a) carp on). 2517-g3• C. The plan checker will be available for conference and establishing the property as a legal building sire/a Izrtl Iran lire Frcpery line.(1710) 60 Provide lull height c,css secten through - Sell•closing, tight-lifting, solid wood 1.3/8 Inch Floors: telephone roils only between the hours of _ use:one That is not in compliance with the General Ewes over required windows shall be not less than 30 showing!rz:,:nc, thick door at openings to dwelling.(503-d) ands on the following days: plan irc es!ton the side and rear properly lines.(50<•a) interior/exterior shez;hirg, p!a!z heiyts,ins_Izticn, (, Delete door from garage into room used'or sleep- 1 2. Show size,spacing and elveclion of!:nor joists.(302-c) 18. Locate the bu9ding to comply with fcerdztian,Trish Credit,etc. ing.(t1C+) .See page 4 of this cot i are arc . 'cx;erc:stairway is not Dermired closer tear.3:from I .Door ma swim into the garage it floor or Izndin in 1 3. Doubled joists are required under parallel bearing par- Appoinunentsare recommended p 9 It.Iron:yard, ft s E_r tins.(3305-nt 6. Show how dwelling is Frc•nced with ccmfcr,he r.^, y g' g g g litions.(2517-d5) rectEon sheer for the name aqd phone number of the plan t rear yard semack lines. p"err I: ili:ies czpzble cl nzin3inir^,a rccm;er..pera;vrt c! the garage is not more than 1 inch lower than the ecker. °F.(t2t t) door Threshold.(330;-h) 1 a, The- "x "floor joists at 19. Provide a garage or carpor,for 2 automcci:es with R00� r�r�R "o.c.al exceeds the residence s"all tcnlora to the Shalt en°rS[,.,'�k� r .A 3-1r2 inch concrete floor or asphalt fleet.(1705 thz allowable span for grade.(f 25•U•J•q APPLICA paved driveway(3-1/2 in.concrete cr 1-1/2 in.asphz:: } sandaards.Submit forms and calcula�:cr,s.'�n&DUS-6 G and 2623) on 4 in. base). Minimum required area per parking i. Far reel covering specify: ' ) u,1,5 dtpN't6e1r- DlWtaCs ryyGO W 15. The "x "floor girder/beam Building space is 8/1e K a.kzrclacturer and P/Fe of built-up root(.02•c J E� cyy t �y(CS MR-1 Sl M°1 A garage/carport floor system adequate:o support 1 under exceeds the PLAN REQUIREMENTS/SITE REQUIREMENTS 1 ! EXITS AND STAIRS P( d � 9 a wrest load of 20DO lbs.(2304-c) _ allowable span for grade. Element Area Unit S S Value b.Red s Ope(s)of all utas on the roof plan. _- / II h.Type/mxnufacturecr and ICBO/UL number of shin- . Ore exit door shalt to rc:less than 3 Y wise and o 6 VENEER/FIREPLACE Ol�j ks� Far plywood floor diaphragm specify ng sc eu.grade. . The address of the building,and the name and address ae.the tool(30 in.'in height so noumzd that the clear width of exitmay t VVVYYY^^^ TdG edges,panel span rating,nailing schedule and �j 10 of the owners)and person(s)preparing the plans are anal layout outons.p is no:less than J2 ire.as.(330I-e) Specify/detail masonry veneer material,thickness, II F Y pattern. t t should be S required on the first sheet of the plans.(302•c) el.ecnposition shingles shall have i backing,anchorage,footings and support over open- - 1p7. Bearing partitions,perpendicular to joists,short not be 1. Valuation is low.I - a Minir:im. of a 15 lb. felt '. Lhndirgs at door shall have a length measured in ins(Chapter 30 Correct the application and Day a supplemental plan 2 . A complete plot plan shoring: uree__a con the slave of the EirehGon of travel of ref less than 36 inches(.') , 9'( p ) offset from supporting girders.OI!beams,walls or part- - _ " . For fireplace/chimney specify the following: lions,more than the depth of the joists.(2517-di) check lee of _ prior to Lol dimensions/yard setbacks/street names)/nark root exceeds 4 r 12 (:-72 s, 32o3- p door mayswing everizndin that is no:more thin 1 resubmirzl.(3M•b) arrow/existing building :o remain/disarce between h, 3203(d)3A). s S a Lfst� a.Chimney shallextend2flaboverool/wall within 10 FOUNDATION buildings/location of private sewage disposal system/ itch below lereshald.(33C4-h) SIMw X AT i1 0 y h(T 37-3) 1. 2. Separate permits)is/are required for acces3ory build- is required.(302•c) 1 J demolition. ) °is not woe vale for type of tool 6 . Occupants en ifcors above;he second every s*.all b,Anchor chimney to floor and roof/ceiling joists. O8. The foundation plan does not comply with the soil ing,swimming pool,retaining wall, a a. Rod!stop_ q have access to two separate exits.(3303-2)(EXCE? Reinforce masonry chimney per Sec.3704. See report recommendation for this project Please review 2. Delete notes and details that do not apply to this project rover specified.(T 32•B and 3203•h) the report and modify design,noses and deans as 3. Indicate detail and section references as to their TICN:occupiedroulareaIs! thin-00sq.r.mzyhave enclosed detail. (301•a) Tne nirimu• slope for a built•uD root with cap sheet one exit). required to show compliance with appropriate location on Flan views. c.Spark arrestor required in Fire Zone 4.(1603) 3. Show/correct address of building on application. clearance between septic ark and seep- surfxcir,g i 1/2 inch per foot(3203-e3 and T 32-B) 6 . Provide section and details o!intzricr/exterior stair- 1. For factory built metal fireplace specify:(3705) 09. The soils report requires foundation excavations at be 4. Maintain 5 K P j reviewed by soils engineer.Note on the foundation 4. A Certificate of Workers'Compensation Insurance must age pit and minimum clearances to buildings and prop- Shcw s'es/locations of the roof/deck drains and way showing: Ian"Prior to requesting a Building Department loun- be on ififil with the local Building arid Safety office before try lines of 5 fl for the septic ark and 8 t for the o a.(3207) a.Manufacturer,model and ICBO/UL number. P q 9, 9 p 16 IT a.R1ax(mum rise of 8 inches and minimum run(bead) elation inspection,the soils engineer shall inspect and a permit can be Issued. epage pit(5 It.Appendix T I.1) ! city minimum 1/4 inch per foot roof slope for (Z T� or 9 inches.(3306-c) b.Installation and use shall be in accordance with approve the foundation excavations". ' their listing. REFERRALS ovide existing and proposed contours/spot eleva- ?^'�r �u.1 drainage or design to support accumulated water. b.Minimum width of 26 inches.(3306•b) 1 0. Soil bearing pressure Is limited to 1000 Ibs/sq. fl e�LS ens to indicate general site slope and drainage pattern. �/y, e f (3207•2,2305.1 and 2511•d6). CONSTRUCTION MATERIALS unless soils report recommends otherwise.(2906 and 5. Approval is required by the City of-._ D (302•c) T a `') f 42. Specify approved weatherproof walking surface mate- I p�ll c.htininum headroom of 6 feet 6 inches.(3306•p) T 219-8) y r _., Grading permit ay b /is required.(Plans and permit riot at decks and balconies(2516•e11)U EKrEft Ql+hi1� d.Framing(stringer)size,bracing,connections, ` Spacifv grade and species of framing lumber,Grated 1 1. Call out minimum thickness of 3-1/2 inch concrete to (IG a^�Pr-K O r k-N`s""'�• ('1 4 feelings. mudsills,type and grade of plywood,design strength floor slab on grade),reinforcement,and moisture bar- for grading maDsocessed and issued separately Z ( �°! O S 111 from and prior to this building permit Conant Grading DESIGN REQUIREMENT I-7 of concrete and glued-laminated timber,A TM desig- tar,it any,on foundation plan.(2R23) 6, Fire Department approval letter is required.(303-a) Section of the Land Development Division,Department e.Enclosed usable space under ed st3aid. requires nation of structural steel shapes and masonry units, mix cl molar and grout.(302-c) 2 Call out foundation bolt size and spacing on lounda- 8 I of the Geology Section of the Land Develop- of Public Works.)A grading permit is required for the 43. tl%,5irab!e rooms,other than kitchens,shall contain al one-hour construction on enclosed side.(:�30a-m) lion plan.(2907-e) ON At-t- \•us•s NLIATrow1 pl.kr•)� 7. Approve ogY least 70 square feet of floor area.(1207-b) , Delete diagonal riser at landing unless width of run at ment Division,Department of Public Works,Is required. lollowing(302•c and 7003):See also item No.11. ° ft is narrow end(s al least 6 inches.(3306•d) FRAMING 1 parity size,spacing,pins. (No number and man fee - 4 �(geologlcall k 5 Oyu I p �/rYJ�t 5t1&� r 1�'y,a)All cuts exceeding 3 feet in depth(except feelings, 44. A minimum roof area of q• - r of power driven Pons.(Not permitted on perimeter t oA/�� y vBA t basements and learning walls). tired for (1207•b) Root/Ceiling ootings).(306•Q ( ) Y S r • Q Spiral stairway sea.,a!se ve as requ(red exit(or are: g� �t.,oT b)All fills: �(yN�yo hztia9le room(other Than a kitchen)shall be less �K 2 exceeding 400 sq.ri(3 toot) 8 . Specify the size,spacing,and direction of ratters. required by structural calculations,show size,lose- 9. Approval of the Drainage Section of the Land Develop- .. N an 7 IL in any dimension.(1207-c) , Submit shop drawings for spiral stairway showing (302,c) ton and embedment ten ra on merit Division,Drips of Public Works is required. 1. Intended to support structures not included in this / I n. 2312- Note place plan that holddo building permit v ow that ceiling height for habitable rooms Is a min eK (•y)3 compliance with Sea 3306(Q., ti The x "raters at ardware must be secured in place prior to foundation 8 r k (�•a) 2. That obstruct or divan a drainage hawse. i I um of 7 R 6 in.(1207•a) • Provide spiral stairway column base connection/loot- ! O.C.over exceed then;Qg toll a t0. Health Department approval is required for the size and allowable span for grade,lT 25d'•R) -a J. On natural slopes exceeding 11(H:V). �J�� r. Show that ceiling height for laundry ,haIllw0ayss, oK 161.r 1$P g detail. 1 5, Detail(and reference locationpe foundation plan)ryp- location of a private sewage disposal system,( ) �� ( L°' Corridors and bathrooms is a minim ( ) rcvide connection details of guardrail andJor hand- 8 . A ridge board,valley and hip members not less in teal foundation sections for.perimeter walls,interior ,oval is required balers building per- 4. Whose depth exceeds 3 t at its deepest paint /Y ti 1t. Rough grading approval eq first floor. P �1 Window area of habitable rooms must be at leash/10 ail on open side of stair adequate to support 20 (� ' depth than the cut end of the rater is required It shall be walls,depressed slabs,foundation common to mil will be issued.(BCM 70.04) 27. Specify finish floor elevation of h s �(Rvt ! ( of the room floor area with a minimum of 10 square pounds per lineal loot al a right angle to the lop rail :Ism. 12 be a vertical load-bearing member when roof slope is dwelling and garage,garage entrance,spread and/or leer(1205-a)Appears to be dalieient in R 27•8) P pouwe less than 3 inches In 12 inches.(2517-h3) post pads. 20-0007 DPW 1.88 At least 1/2 of the common wall between _ must be open and have an uncbs ruc:ed opening area of not less than 25 sq.it or 3/ V-7 1/:0 the floor area of the interior room,whichever is Greater,it light and ventilation is being supplied from an adjacent room.(1205•a) k i BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ()TRUSS PLATE INSTITUTE,INC.,197E TM Jn,gn of VIM b-to KmM wn mu h TPI dn,gn nnme Homo Iluwnr,[ ullY wald I"-,an llnprlM awl I.W,u1M,all tort 1 T,u[ mrmlk,+. t rl'a11y tlwghl,umhxm o,non IKIlbo, a1r to tl r ll,,,.l leer Donal Ixac'nq of a Fool or Ilwr tYf m II and un,lam,"dn,gn Vrnikr,rn a.tf Ins{[ xn tl.ge of a rant of lot l ugwhu 1 Jn,yn a mVnOo+ro r,lu1d'Zf tgnorM Il,gnorM, 7.Tru a V4a n ul c mmnenit,, MdM w ally, INTRODUCTION lot Innyqumm may ream,n.r..pa,n.of p'e mpap,e,wb.1h 11 MKM In plow Inns mwemml..M twnlel b can olhn Md na,ubllantullmt of l,me aril malebalt arm-,th swam.mold .l toedntgn-l., rewlt m a Ine nt by ] np,t members of P,nnM n ro,m,for e,lfrm,nehP,of.w1 In-Nodton of 1b, nebl uf.1Y of•pakrly tx.c.d Fool 01 -old Th,Trutt plate InlDlule"OrVgn SpcJ, b-I I.,Lpbl Metal 'Deter only, 5 t yd.11 a In. ba�lr I-of knowlMge of bow,-b,.nd wMre to Pln,Co-1-W h,,l Trutyi'a e FrrommeMM M1er Inr Ihr dn'gn of 4 Te n con Harty c men,Mrs.1 q..M In the�nkren of VUM,t alrl lr,1M Tlln, ,Mmduu wppl„utv{nIlrutlur.lmmmnrnl;°nly not memltr,+leery+. pod,for h1nmlM 1 Plate Inndae.Inc ,n m wllatton won,n Commnenl MmulaNrers b t Goum'I membersh,p.N1 under,aken IM yre{arafton o11M1ne remm let al bul,ng,a y Ut rmur,J DY dngn Io reduce bpkl,ry 5.Co r ' mmdnwn{. rugln n,inl,r'Ju11'lu11amemMra n apert o11M waxM 1ruH dn,gn Mnnp,aitonwaltmba,x e 4feully rnla,ad.1 wttrl,c lou .nJ.1 Inr Il,lr boring Ihal will M+aul,M m the,rult dn,gn +o nle Sub 1.11 mncmualM lludv aM tleDMufwe,ntrw by Inc TPI drewV•nv 1 Here'twang w to M wP,I.M m IM nee,pu1.M.M 6 Sonenmpo%d a,ad or Ito IOKI act ventcallY.VoM lo.tl,ne TH rut Ad,sly Comm,-fit. 'bog a memberin,n of the cMet ,r aIIM a1 1M to ptt,ItM on,nr two do„^rlramr,gl by 1M .pp1,M nn:mat to Ine pone of the lop chord,.M CmtenIF.IM 1 onu,al erp,nR ember male m nu4cluruq mmptnin,repel builder r 71,M'Id,nq dn�9n;+w,nwenor mwt bMI...WDM aI a paint. Kn41,v,t of lne autlemtc lbmmunay..M iodl,endenl mmull'ry l_..........plc J,M 44rn haurq'+nrnxn,Y'nlla:IM aM 1Nt ) Ir Mtl,Don to the 4nul Ursu spM,I,M by lM1e lrul{dnr e,p,nnrll bate bon dnOtM to loll Iffild Conwllabon..In the TPI ul bu[nq n w,ll,t,tn,ly an[1torM a rnlran„J by drawn,'M.[,n910 Conn.-.M.nu4[w,ert Count,,Mf-b.,n M,rq,ry Ix M,venl,lt mowmml ,b nb'tq dn.gna well-11,wH,c,ml Mac,N,1 r,gn1 held NMI,n9+rM ereclwn pwMrm„nlo•+D.rprr tutor Inclou0n o1 .rglH to h,pone of Ihr tun to Mld nay Iron member In e 1en41we r mmnm,Dont for o b.MliN.M a SpcaI drargn reywnmml{.w word MaDnq.portal M-N, for 71""'wmM for,t"dmgn pxMurn n one J,rttl Fees' of Ine mow 4,rom Il.I p,anom 1`0 %,[ 'a Auc,rq.tlanMKml Ina wnD,or^Ine,load bender<Itmm,v N.Tne baldol;dl,l p, loot the Iwo drvg^trl wilt tptttly n lfiv.-hK -'r,uponllhefe tenultvelrttommeMabum IM nIM1rx rn hoot 1n Ine world I-Ill mutt M Imnowld wlMknl Maltrq.M mnewel,on,to mlM1a.M 4ieul told, lb.1 nmmnxen,nna I 1 M.t-t .'^M N YM.v nDru'Ittlb-b.na•»Heyb lo-h ,min«Ire,Id.dloulw»1 o1lM,nl,re nluclurt ry • Itth.0 IV wuM . n,-K In.t Ibe,Ik nh-dered Ine nnt, mnemI.",D.,....or „nI Mating,1 FaommrMM,n It P,.n TM I-,,or h,Kmq.,In Andy wdl,ueM wawa a,,rght n of m.tow 10,N.u^q I.I...W...In N!'1h,I tbo'.ld they r1111 . IormM by IM tp Drat`rn plane fpmM by fbt hPllo'n had, „one of In' Irun to Mld font M tmrrnre,M.,fVlwr,ar Io or.,,.nMrd 1NI woulJ ntrlyr„y end permM,mis p,n the Irust'web members.11 h-M ft,11w ever.,, t+wmtM for n to tmgr Thtt I='t`ny,M Kot',d dN.,,to'ugettion M p.InrM m ku ul an ncbneel'f.1 IN an',dn.gn Inr I.K.N Inr Truss 1,-—and conba.Dn,dnau, a pnt[ul.r root IYHem V,ould be mown nn lot bwldmq del'en,I 1.-11 url el 11k STAGE ONE:D-N Sutb,oq D-g.Ind Twn Dnpn rM'wtlual Irun TMy rK t m lo,hewn vmM Irwin p, doge,to-1 I Biding--'I are no usual,,I ono .,rye, r mrmhrr,.n IbttkM for buckl,ng,aM 4,er.l bK„q„ g gtw4 Irom 1M Ihr-1 lalkaa,.M thnuld I,e Mor�.1M LV tt r bu Jd'o u,IM foI,. a member.TM hudtlmq dntgrkr m ,ptttly mlltthre nor wolokK.N le I wort,n lM world Irun moon mntunor rnl u, tMutlry Md m tledue 10 Ine n.lu col rewnnnM1Jmn�nwIYM.Ix r' Mw 1 I nfr�I,K,nq n w aM lw'. w rKKI." 1d aennt .•.,��_ peynlM o a Pu10,fur f1 r u rut a Q-h Dnl t-Id,N dngnrr, TM b d-or era 1 -bile I.,pppe,woad 41era„,rnn n ould. Ira member,,w bstM,teM to tut le thddn.o I T bu,u,k Tlurs Plate b-,tulrenxnur and.+q.M for nrone�tem .ry b,xnq He mutt nwretn.f IrJgel ,own nFtqurellllhl TM1nmay De KcompNoedby dr% InlwnnMl�l rlonr d.,ngrs utbnq Irom IM uy.bF,lu Ine wood Yuan n,not Itr dd.mapA Jurmg eral,on aM In.t 1 1 on Ih. mmervl.l .nJ solo,m.l,l,n lw,u,nn1 tb a,nM rn.Irgnn n`Mlorr,d-N,I..1111 od.prawn 1 Anclwrpe lP wl,d tM wall,IF,wre l lcll. �- Mrebon•ohy WYld,ng dtbgner+tor It,-In Tempo4Yaa K nMa tg my follow,but n a.n1VM 7.Dagon.l braunq in Ibe p,neof web rrkmben Ifgoer 11A11. '' m,1M t.,Ibe buildingdn'%,+lumingnon It.trttanmeMMln.l ].OlhamullKdnnminM by the bu,ldioq de„gnt1. + v2 erection brK,ng M appMA n eKb bun,t VIKM rn pane tN ... Flwn iltl __.....» ' ..Fpun 71.1 F1pn IM Fiwn 71b1 . STAGE TWO.Our,nq Try;+Ern ben ne bw10cr or ertll'on comuuor rk.dnl,NI d,--bwurq Im�n�mum]me 4kr adtou...prttauDonl to,twee,n.l IM I,u%n tie not Dacrrq t Ilan d-nd,1n.IV-ntm,,n r-I well,M Itr1111w n II'+mt'erl tw u'II.,IM.I.ytxu.�m.It .45n eq,n a,gle to IM �t,ucwl„y da,na9M Pro rein'. .nunuq IM a%pt fple,dn p,rt ba[al 4111.1 b,.Ie D,111,11 I-—mould M nla[M1M M opponle ode 11.Ill-•durt 1 c u no.".1. ,eVuneA.-t ryI c p -n. Olt, 1,slKwr M is for tM tun Irua 10 Had 11 M bawd of Inr uwr memlrrr rmun u•y kmul M,I,rprq MMl,nq.Ienlal,vr rt[ommrndaDont.ra .un1M m e.11,11 y-ho M fewlnr ancMIM TM In,Ap ...bntlo 7-I W-M Tnn pr.urq may la,w,l�nuuu{or,nlrrm�11rn1.1 IM bu,ld�nq M.ce+.lull Hwu Id It,w bls K{now,, Frgpe 7 a t1 n apt to Onprk,',uDVon.nuwenr,a n,eau.nmfnMd 1M1,nlermnnnl 11-1 II.t ,m ran n ,I�nl,run.I M rM of Its And�bonn grouts Dr+tn,,n the pnD%te dreclton,in{itl!1M MI n[,M 701,e1,ar 1wx a Ine nor.�rwla,Ion of lot daw^a'Mahrq bu,b,ng fnurrly_+All It-11-1 are trd 10 the 1.11,bun.11u1 Inr bu,ld,nq are al{o rttommeMM. q . MmNp,Ywp TecMrke,aI t.o.r,t.e a whp N1Mo ut'l d Mt t1-ovn1.d ua l',ow,Inal e of an K!ln w.r fomt rurdoge l4inter l b wmu.rnroq wM,Ium+uef1 1M r+w,dpMan�ry6 1D ^ nof.1kn4t' o,t,nr I.,,M a.a- IV S fe,w ID Mrd on Dnnq Olnwy IN loD cord of,M i It mIf Iati lot Io N•I.Tn N,11, 11 nM, Ilpbl p.1.Illmndo 11en o..1 d For 4ouble Wtlt 1o1. oM W..Nl,nbho, 1M-in,of ts Hun ld 1 1n1"I'll"mVa1umru-to 7nIn^D'wnh, -MMmwtwmnrbd::n abuod4t P IdYbM ot Fol 1-M,notsb-og aM let al n-ttly 45 drya • +jSr:n.N+,I,,,r,,-..,,nn y --\_y'mTTC`T TTTT'm "a w�' n�••�a�1a^"'"' �SldAd/ [ngln,loan Ile IuanlI rI—-for tubs„ly'n the 1-of 1M lop i i w�r•wt hold NOTE Lora I-or Marr bad,may,Morel uoyr All-114 o1 baclog+lwuId b,done w fb.l,I Its n-Nould M'lwnn 41era,u•a['Iq and cloyr,olenal+Mtvrnn flagon.., _,__•,<="i "! CAGY »x, Itnd to tuckk o hn.Ine,atl<w,ll M Ioar1M 41rr Jlly.ro, F.y 3I.1,I,us11 ♦ter p+.v buamy in nor V.Ik al w IMaw,l. cbond to,gab.H h n nol =,uMK1 to wd tub,w tM end of m,bu ld N M �['- bKr Its Ian nun'Tnn,%aM tin bruk III o,pal It I.1Mt at_., tl pontble.In,I. oru Mac rag•or,M Ion inrord J,ou d 1 1 µ N .IOttl c0lape Mn4IM on,M uM•rtd,of tM l.,rw,d w loll-1 n PIN-10 J be r.n Dora al l MPVVVVM dreknq,KpI,1d TM I-an loll hId ' At b.-are yl to r Iw,Inr b,Id.1 or„-In coob.c1.1 mull ycurt v even Eur,ng,ne dttk Iq process. 1 _IV wHuml Imt ,to xd to hold the 11-plumb,to b It equa ly mmnanl for Ib,nu an or rn n mnn.wr to \ ,LgnmmI Intl a If,cmd non um tM permanmt but-dKk.N .nd/w IMaln nq tin be,n+,aIIM.Temporary bt-,q dnu d M-11n+ to I Mating rn Its V4nr of,rr lop chord Flat'1 rml or Ilmr t-2a4 dorm o lumbw aM dwutd b at lag at pac-I to, %t TM u%o1 alit m a,bl.c Iq Mllrrn s Frcc m MM foI a1111„ NMhrq TM-of IMx1 tmwr D'ecel of lumter Mtwara,loran' n Parl.cular a en.on n d.FeCIM 11 b1I-9 at 1M eM of fill F.wr.]Ib) I Haan,{MI-doot oIK,unlnl utW lempour,ly,n pe-b..for 1ru srI as shown�n Frgl,re]Ibl ! immMlate mlul4bon of b„qH m Dnuou,tuc„p IP InI m,nrmun, ,muIIM.1 the nm<Ioultont-lo'd on 1M arkhnttwr.l plan due knglhl.T.mmraly Daurp lumbn,Mold M ry,1M m1M1 two double 7.W.b Mfmba Pl.nf. Il't alto nrcnnry m tn,411 nmmars' per m.nen,braunq,.M m.y Mcome m,1 of the wrmnmt W-N II MadM 160 nnh at every mIn%.won won 1M b`KM member. M Ong,n 1t e V a e of Ine weD membe•+ Tnn Mac,rq rl moat', r,kMM Ina1 d,.po,l M-N M MdM 11 each web mm,brr ulb n, m 141e41 bl.c., If tpcdral, 11. PIf KKmoly of Qoup of travel.,n the gouts,,n Ile......dly ra l-KI anal ul bt•placed a M gw.11,Ihm 16 Iwl nlenalt Math unrlt-Ch ale tom hlte4 tot,p41.K K,embDn,{.n /-rM uti1 "�T•�e. "n.,r^•1,..,� along 1M Hutt I,N.b for Inof,rules aM S fol rnlerwlt Ia II- Kwpublf e11e1r,.lIt to the one.1 a I mf mnh0d t y ^�1e' Irua.[. I. 1 E.KI tpKtrp Mtvmm uunn should be.ratntuud to MKtrq o •�[+F is II o no,gen 0,nttnury for dago,ul bKrrg to run mnbnu - rn 1 ir+Xalkd to.ro•d the Nora douJ paclo.01 rem+wrq bK,ry to At.,1 //- - -I,1.,1M lull I.ngtb.11M Durld,^g III 11 n,emmmelmed 1M1,M 1 tltfltnq aI thulM1 ott d apPI,M.Th.,an of'gl,nt,q,pc,ry tin ",tor, mac oq Mlwfen tin of dtawnel brush not...md 70 fwt,It Mnw ' ` uuu HOWL to lopplf 11 a keV coo-In rI r.moved at Ill,vnorp / Ine hot-.1al run of Ih,d.go,t buc N Now,of 7a6 m 91OIck, may also be ded to trace floor lru[K,where dragoml Mang is mp.chul.Frwn 4141,Ilu,futn dagaal b,.ury1 n 1M 1'...11M r Trua b-19 man M ophll to three p4nn of Iefi-ou to Its �:j web members;F,gpe 4fb),Iluslu,n tM 4urll n,ovemenl Ilat m.y .,I�h [[ roof,YI4m to owe.tlabt ttv I.Top chord(thul-g)p4M,7.web )rw,x„ occur,f 41er.t Maunq rt uW w Iles d draypal braunq. f mfmMr Done a ran ul pork perpeM cu41 to Irwn.aM].tplfom tIt a.I v I m• chard(ndow)pork. •'w J BOXO.n Chad Maibl In asI ,o Mld pops ,Pitnq of th. m.0••.;. 'whom chord,IfmpOrI'Maurp n rKommfr,dM,n Ihf pI.M Of tM I.Top Chad It!- Most,n'pnml to Ill,balder a necbon Hues t.o r•r,w �_� toff.,t1wM.Cmbnitou,Uno.1 W.I.,,.1 no W.I.INn 01-to - onob or II bK,p,^Its p4M of toe lop cbpd.Twa lop choldt as Irua, IO In1 on cmlen along Its Irua I.p1h„rKOmmMMd Iu11 lu,glh of _KVbbM l0 4,eul buckling Mlat 1MV.rf M.ad rt,M1ea1Md.It• Fiwn]1al 1M budd,p,rw,Nd to Its Itlp of nor b,llom clwrd.Dipult,bfaip ,A ii T•i y-Y`I i. 'i J I CONSULTANTS,INC. PLAN CORRECTION SHEE1 C ONSULTANTS,INC.. PLAN CORRECTION SIiEE1 %sags1 c Foundation sections 12/15/18lnches wide,6/8/10 Cross reference all calculations for joists, beams, CarmailiuiltoGovermwiralAgencies Ss/ v f�� all,*AansLoWv.rnmer+1Ageric~a ♦ $s1 ��0—j(8 Inches thick and 12/18/24 Inch depth below natural shear walls,etc.to framing/Iloor plans. /24"/V�•fwf AQround surface or certified IIII grade are required.(T 1 '7, The is inadequate to resist lateral Coadaued/ S(2-rJ /5-1 To co,R'`wo Rea Check No-- 98-�g I CO°dn"� /5/ v /5/ flan Check N.-19�9� 29•A) forces/uplift wind pressure.Show roof/floor d'+a• 1 7. Provide detail for stepped lo'�tinga when slope of lop phis m nailing,wall bracing,shear connections,be �L$/NOj2 �Allcd fsL.$II�C)Q& and/or bottom of footing exceeds one In ten.(2907-c) do hardware and holddown anchors.Submit lateral f 1 sign' 8. Show minimum 1a Inch clearance from grade tobot• ` tom of floor joists and minimum 12 Inch clearance to 1 ubmit structural calculations/design details for f bottom of girders.(2516-c) j( fZ� R ErccG "�'c A�L_ 2 (� P o SNoc,J ,7(s cc� OC 44c! n M -ro a OJ'acEt t ! 1 9. Specify that foundation sills shall be pressure treated, (� j � O SIT P J. t �^ I ) LL S or Foundation grade adwood.(2516-c3) r�1 1 p ��L- S_• S � Sk4T , elail the shear transfer connections which transfer f I 1 0. Foundation cripple walls shall be framed and sheathed lateral forces from horizontal diaphragms through ! ''^ per See.2517•g4.Specify stud size tl wall is over 4 feet tntermediate elements and shear walls to the lounda- : / `-17e•+u W ArL L S i uw () ac M71� u G S L/��'SAP E J�t� O+•t' �f}(L� G.J�L L 41- �(L•fo_ RoQs(9 Z_ high. II lion.(302-c) 1 1. Provide a weep screep for stucco al the foundation 1'3ID. Specify on the framing plans the shear wall material, I 5 E .TWT 2 �" 1 t ��r 2Ff plate line a minimum of 4 inches above grade.(4706-e) I thickness,size and spacing of fasteners and sole plate •� -`'(��� 'tea-Z-�.•Teb (�E'( I M 1 2. Show location of underfloor access crawl hole(t8x24 iling.Call out anchor boll spacing on foundation I Pp��(S l0 N S Q F }(f,,,�•b 5 L L j c� M (� inches).location of plan. tw I../W O F (�O R rt �T?-0t/1Qt¢ /it�r I��n .¢C(-C�S.S �'o/L f�(C_ 31 Detail how the interior shear walls are connected to i ( TRt�l3SES i 1 3. Foundation and floors slabs on expansive soil(2904-b, he root diaphragm.(302-c) lr 1 (�(J/ I N r IJ 2^ {(� �} i P.�A s AA GK c5 2907J).shall conform as follows,unless approved soil S I f�&A SCPAA.` T• q Q ArLLS C4 r•(-)4 r ��G/�/� ��FE�"N�S �E'�q/(� `�}�jc,/f v' report indicates soil is not expansive by the Expansion Provide drag strut at I dex Test method or recommends other details: Detail the strut and top plate connect:an.(302-c) 1 1 © _ ��S �` Continuous footings under exterior walla and into- 3 . Design and details are required for retaining walls over ��2 Fu L L ,\l d ST 2u` - — S rier bearing walls extending below grade 24"and 3 K high or with surcharge. Engineer's signature I i is tt-1-1 0 NE - U SLA(r orL I (� (} I I/ m 18",respectively.and below foundation wall crawl required if wall is surcharged or over 5If.high.(301-a7) j S d ( /�� �Td � ���-- ?—� '/`��e K /v d hole.Piles or piers are permitted without intercon- nected grade beams to support first floor loads only. MECHANICAL/ELECTRICAL/PLUMBING j T 5$ES Sf�4LL 1> tin N'•E t I M EL�On'� Pad fop:irg foaled under a reinforced slab within 114AV NA*4 S A S /d�EMR f}L� a S ( _ the certifies of a perimeter footing need n^t be 1 4. Show Icca;ion of F.A.U./return air grill/water heater on i y connected ty a grade beam. fi floor plan. (nj6y fie-(2 1� _ Es i r i Con inuccs No.<bars,one 4 Inches from bottom 1 5. F.A.U.is not permitted in attic of prefabricated trusses entLT , A co 1°y O F ' �0011� TOR O SPA'•Ic".'S and one 4 inches from top of foundation. unless clearances can be assured. I = _ 1 6. A circulating air supply opening or duct of 2 sq.in.per I S S &%4(AF�- $ 26 R //��� C. t Floor siac 3-1/2 inches thick over 4 incr . rse A P/Zou a;grega:e base or plastic moisture berries mem- 1000 BTU is required for the forced air furnace.Show brave(6 r-i!s:hick)and reinforced with No.3 Ctrs at on plans.(M.C./C6-d) { TcW - S ly� �t¢ /lam r4� .r- O /��$ I A44 dA_��6 7 6 2,inches on center both ways or 2 layers of 6x6 1 7. Clothes dryer located in an area that is itabitacle or ; •10/10,ve!ded wire fabric or 1 layer of 6x6•6/6 contzining other fuel burning appliances shall be l � A-L.L CAr welded wire fabric. exhausted to the outside.Ex.'.aust duct length is C: f HAKE .REraOGE o i-- .rt limited to 14 It with 2 e:bows.(M.C.1903) Slabs muse is connected to perimeter footings he No.3 Coatis @ 24 inches o.c.bent 3 K into the 1 . Show location of attic furnace and 30x30 in;:h scut- /••/ GJ LL �g� � j � stabs.These dowels maybe omitted where the floor tie on the plays.(M.C.708) i is desi red as an independent"floating"slab. f g D 9 13 . Show how heat producing appliances(water healer/ r/lD 'R� 5i � x••ear �-S u�C7 //( O4r OOD�L /�p(•�q Tpr./S /{I`ifl JiOf'�- Satura!e:re soil 18 inches deep before placingthe dryer/furnace)to garage will be pro:ec:eo from auto- N/L 0%/ Z ! mobile damage(wheel blocks are not sufficient).Eie- � A concrete s'a�. try moots of appliances which create a glow,spark.or � � 2 I-.�TP L'D,Z. (,J LLS D/�et.���t,/ f'.' N/+�- g -D �c- •Q.•T?i Ex��-IOR- 37A1� � I STRUCTURAL (lame shall be located a minimum of 16"above garage C! noor.(ln.C.508) I _ c fL 'T' P p G( K. = a_f lML.fa NAf,0 C S S 121. Light Irame ecnslruction of unusual shape,size or 14 For open top broiler/barbeque unit,show details of CF14 GLOW sFlil-level s all be designed to resist lateral forces. mechanical exhaust system(hood,duct and one •hour (2517-a)Sr,.=a design for lateral forces. shah),when penetrating ceiling cr floor(l.t.C.1902) / c7� f., •1 . Framing us:.;structural steel shapes,reinforced 141 Where the electrical service is located in/on the a:• e4„ Sec 1- S _1 concrete(ex-:tit conventional footings and slao or, tached garage and a furred garage wall is the me:hcc (�, " TWE S-RI&S ( (�- ul , 1� l'•��� } grace),strut^:rat masonry,etc.require the plans and used to run the non•metal!ic•sheathed cables to'he or L- S r-TI•� calculations:o be signed and sealed by architect or residence Ihru the rite wall,provide a detail showing c� r�M 1 civil/s:ruc:r:ra!engineer.(302-b) how the penetration will be lire s:cpped.(E.C.300.21) L , "�� S U� C��C. ( 1� Q, . 142 GiBnPra' Not,.., applicable to this project are missing from the plans. See the —fdo.,�cue K. �g B Jt6 C c1c �r1_.n.g � �'• attached ResidentialPlan General Notes. �N F' S >W 01 - S(D D fL� r 2i� S P H D�r T -1 At? b6t-01)©�Al /4 L_� Fd one! 1' osnna ,4L(�j$5 i4wlb AD4erAflLG` UN\TS �} �t llll!$[eiLEIVTS nt126 S•�. 8 c >ti s t(4 .4 QXJt9V d� ►a \ � M 3 At if4 w r 2' CbR__(-6cM&3 1� -- a+Wc.o �•,\oL\r4 I5 ( �� .— � R `62 B- �xct� (IsJCX3 aF ,/-10 srt?T Bs�c � !t�•( M/4(Zl p /� Vow_ Sl o fL � - QALL o ( E$ S5HAi-L occ-A. L6 Pl4tt_ IWO cipg Ar FuTrcTlog Z 4SSkH A ?P.oPen ►s�+ rn� P' 01c D3•l,r:a c "'i�'`l„` "'�' ec rack v u 'o 5 c i}En U LE c F D�I+c-�I rk4 s oN sus r T c �'�u� �4 lilkt- U-IA a -Roil VS11,Z664 CAR oR Or rK)WINY y S 5 s moos . No. A I'AK o/ �U+t7- -3 oR 6 A-No IA Z A=3 3 C)F• ( _—��La 1 Ov \ogF\ca j 44uNot" PIi r�,liq 944.4s. A(Le M.IsxK�� _24-3 ot- �I . � b o Y rY f I �t cs1 oC d' ,51�)g (Al.CIS Fo(Z 12�eK- AL :t kALi 90?4 NOT i - rr ECdl 7 r .a The attached ( sheets are a part of these corrections. • i • ;� .a,Jli`Js RETURN THIS SHEET WITH C:",iGINAL AND REVISED PLANS AND SPECIFICATIONS WHEN CORRECTIONS HAVE BEEN MADF 1 `y Checked by a?Y��ldly __Telephone SStb-19 52 Office __Date A 1\i 8i s Rechecked and approved by Y12YL E Office Data 4.,:1 s t ovw ess t.ee `/7 1 } r` a