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Home My WebLink About10148810.pdfOil1 13 111) A V E, A LEM 2 CCE, ED FG.- CM SURiUCTION tllk.�WAILLA P., r111 ;1T-:K;TH � * �Uhl':a 1-um 'A" 4 '10 ' & REC 1,A ICAL PLA IS PLUMBING - N F N h p Ln This set 0, ns and specifications must be kept on the job nd�y s in E el &H Vintes &nd it is unlawful to make a, ny changes or Fafterations. on same without written permission from the City of Santa An& The acceptance of this plan and specifications SHALL NOT AM -to winf--finn rif nn rf nch StrF at I , ha hafri M nrmlf nnw, hn nn rj rnw%l ^f �i F Fr I provisions of ANY City Ordinance or State Law. Accepited By I% Wa t Santa Ana, Cai 927016 CO!," N" ANA N' L L-3, C i!-f-4 A L-1 APPROWD 3 1- 11 X71 N!- INIG D I V 18 1 Oj I act 05014 Pr'oje JN0111 ic-':3 R AM :3-1 "lour" DISCR, FLOOD 7 E. yc�s- FLOOD ZONE Clz� IF. REQ�D FIR -y YES FLOOD ZO' IC C,, 7 "C' r 1ING F" Z '01 �j SCALE I,*-l*- 81-00 0 (R ti wwfMTE AALr, (F) MANAGE MINIMUM 1% TY1P. RMIPME AW CPARME EXISTING Pa 1812 SWAM FEET APPROACH EXISTING j CIO 4 COWV� TOTAL LOT SIZE `J DRIVEWAY� 4 EXISTINS 6165 SWARE FEET TURF WALL PROVIDE NEW COMPOSITION ROOFIN6 TO (E) SLOCK KALL > MATCH EXISTING AND REPAIR EXISTING ROOF AS NEEDW. - — — — — — — — — — TO BE (ROYAL 9OVER16N) BY *GAF" OR (E) 0M EXISTING 0 -rE -Q— > 6MRE EOUIVELANT. INSTALL PER 4 GUTTER MANUFACTURERS �31 PORCH t rACTURERS INSTI;OXTIONS AND _Dom RECOMMENDATIONS AND 1680 # ER-554 > - — — — — — — — — — — — 1� \ PITCH (VERIFY \ I I R F\ 12'-0" law 4 3 X, — — EX15TIN6 — —/L 71 PARKWAY > — - — - — - 2 Mn > 0 COMPOSITION 4 ROOFING. frr 9 s�y�, (E) SIDEWALK \ZL - / " - Ir - 71 4 EXISTINC, TURF — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — --- \� (E) A000 FENCE L - 61AI' V PRAINAGE 4 T - 921111 4 MINIMUM 1% TYP. > > 4 > --- — — — — — — — — — — — (E) 61 -so 175.441 06q00%) (N) 56-11" NEW SITE PLAN SCALE: 1/8"=1'-0" LARRY ARCHITECTURE 2 PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 larry0poindexterconsulting.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: EC FOR MR. AND MRS. HANDY i "Irojmt, I�M� He EXISTING WALL. TO REMAIN QUA WW Ma — I gal 51 u- AS" L So. FT. -2 --------- J\ 3'-O"x2'-Oo 51-0*X*-O " L I - L LAUMAY NWK 2 L -JT-- KITC+M ff 13b6 50. FT, MASTER saw400m BATH LIMNS n1 PORCH OFFICE TO 4 *0&:R M-IBINATION WITH SHOM:R CURTAIN ONLY. a"10 TILE TO APPLIED TO THE 5 ADJOINING WALL. TO A HE16W OF 6'-6" MIN. ABOVE `TN FINISHED FLOOR. UNIT 0 IOOA ELEC. -PANEL (w CRAWL spAce AC4M 7 562 50. FT. v jj 6'-O*x2 A4.0 it aw"m I W.Al SCALE: 1/4"=V-0" lffl] Z Rol EXISTING RESIDENCE: 1566 W. FT. EXISTING 6AIRA6E $62 50. FT. TOTAL EXISTING 1126 50. FT, PROP05M ADDITION 144 50. FT. TOTAL EXISTING AND NEW 1612 50. FT. LOT 51ZE 6165 50. FT. LOT COVERAGE 23% WTI m 11 Q k top 61mm4m4wi Al. 0 SITE PLAN A2, 0 FLOOR PLAN AND NOTES A3. 0 EXTERIOR ELEVATIONS A4, 0 BUILDING SECTIONS S1.0 STRUCTURAL NOTES S2.0 FOUNDATION AND FRAMING PLANS SD1,0 STRUCTURAL DETAILS SD2.0 STRUCTURAL DETAILS T-24 ENERGY COMPLIANCE FORMS SP-1 SPECIFICATIONS SP-2 SPECIFICATIONS SP-3 SPECIFICATIONS CONSULTANTS STRUCTURAL EN&INEERS, MiR&Y CONSULTANT A/A EN61NMRINO CONSULTANTS SOUTHLAND ENERGY CONSULTANTS 2111 E. COAST HAY, SUITE: 205 65q2 LA CA61TA AVENUE CORONA VM MAR, CA. q2625 FOUNTAIN VALLEY, CA. 92106 (4144) 615-4103 (114) 64631% 2015 FRENCH STREET SANTA ANA, CA. 4127106 Oki flovy.,kilrAt EW I 2001 CALIFORNIA BUILDING COIX (65C) 2001 CALIFORNIA ELEOMCAL CODE (GEC) 2001 CALIFORNIA PLUMBING CODE (CPC) 2001 CALIFORNIA MECHANICAL GODS (CMC) CALIFORNIA FIRE CODE ALL LOCAL APPLICABLE CODES • 1. ALL CONSTRUCTION AND MATERIAL SHALL BE AS SPECIFIED AND AS REQUIRED BY APPLICABLE LAWS AND REQUIREMENTS OF REGULATORY A6ENCAM HAVING JAIWICTION. 2. THE CONTRACTOR 15 RMSPON515LE FOR ACCURATE PLACEMENT OF THE NEW CONSTRUCTION. S. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS AND DIWNSIONS AT THE XS SITE PRIOR TO 51VOM AND START OF CONSTRUCTION. IN CASE .OF 17150MPANCIM NOnr-y THE ARCHITECT AT OW-.r: FOR INSTRUCTIONS ON HOW TO PROCEED. ::.: 4. NO PORTION OF THE WORK REQUIRING 91-1OP DRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS 9MN,FMVIENV BY THE ARCHITECT. S. CONFI NE ALL OPERATIONS ON THE SITE TO THE AREAS M516NATEP BY THE OWNER ALL MATERIAL SHALL BE PROPERLY 5TAvOKM AND PROTECTED IN THE AREAS M516NATED BY THE: OWNER. 6. THE CONTRACTOR 15 RESPONSIBLE TO MAINTAIN A GLEAN AND ORDERLY JOB SITE FREE Or DEBRIM AND LI TTER AND UNENC-�E!V WITH ANY UNREASONABLE, EOUIPPENT OR MATERIAL. I. ALL REOE55M MOUNTED ELECTRICAL PANELS, LIGHT FIXTURES, FIRE jU EXTINC ISHER CABINETS, TOILET ACCESSORIES, ETC. LOCATED IN RATED WALLS SHALL BE PROPERLY BACKED AS REQUIRED TO MAINTAIN RATING. 6. ALL DIMENSIONS HAVE PREFERENCE OVER 50ALE MX55 NOTED OTHERWISE, ALL DIMENSIONS ARE TO FACE Or STUD, CENTERLINE OF COLUMNS, AND FINISHM SURFACES IN THE CASE OF EXISTING FINISH SUFACES. ALL CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO THE FINISH FACE OF THE CZILIN6. q. PROVIDE ACM-99 PANEL TO ALL THE CONCEALED AREAS AS FMQUIREV BY THE UBC, NEC, UPC, UMC, WPA AND ALL LOCAL 60YERNINry AUTHORITIES. SCALE: NOT TO SCALE Q TWA ARCHITECTURE ■ PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 torry0poindexterconsulting.com 949646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED- REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: 104 M NJ ON FOR MR. AND MRS. HANDY 2015 FRENCH STREET SANTA ANA, CA. I M. DRAWN BY: L.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 A200�� S*-' NEW ADDITION exisn% RESIDENCE FJul J Ij c 7 'LLJ _a: L J I -a R Ni �vTUCCO;. COLOR r ZEXISTIN15 EXISTIN&STLIC00 A STUIX110 577 D=,_ 'MATCH, 4_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION SCALE: 1/4"=I'-O$o 4 ELEVATIONS 'FRONT SCALE: 1/4"=l'-0$` NEW ADDITION EXISTING RESIMCE ATTIC VENTILATION ATTIC AREA: 144 50. fi VENTILATION REQUIRED: 198 so. W4� (144�16I PROVIDED: 240 50. IW-+M . ..... . . ..... "J J- L-i-, J-1 a L F_ L A 4 b EXISTIN& STUCCO 14M STUCCO, COLOR .,AND TEXTURE TO MATCH EXISTING -a- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE OROS$ VENTILATION OF MIN. I (OWJ SOME FOOT AREA PER (01Y, 56C 2W67) LEFT SIDE ELEVATION 2 SCALE: 114-=Is-o- EXISTING RESIDENCE NEW ADDITION Ilk CONTRACTOR TO WA DORMER VW EACH VERFY EXISTING ROOF SIDE Of ROOF. 120 W. PITCH. NEA ROOF WHE-55 EACH. PITCH TO MATCH EXISTING. .. ....... T 7,�, L'a L-l"I' i-A 12 ry j `,l, ----- ----- j I-L !7zi TCH .. ..... .. E `:-;,"_ _L i J i J ;Lj , IFY) Y' J` I 711 '1 7 i,j�,,� J j "Y -L L •TOP OF PLATE, u RELOCATE MATCH M. HUNG .:......:.: . .. .. . `; :. EXISTING A TO MATCH EXIST11% STUCCO EXISTING SAVE DETAIL. ) 'T RE T_ , MATH'Exj''�Tjt�& SUB -FLOOR, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — ------ PROVIDE A 24'XID" 50REEFW ACCESS WITH A %5(24' CONCRETE AREA AAY, I I I lip" 11 RIGHT SIDE ELEVATION SCALE: 1/4"=V-0" LARRY POI NDEXTER CONSULTING ARCHITECTURE 8 PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA, 92627 1(3rry0p0indexterconsulting.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: FOR MR. AND MRS. MANDY 2015 FRENCH STREET SANTA ANA, CA. ELEVATIONS PROJECT NUMBER: 05014 DRAWN BY: LE.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 - - SHEET NUMBER x SDI K�g )i 501 971PA MADE KALL AND ATTIC, INSULATION. REFER TO ENERGY' COMPLIANCE FORMS (T-24) FOR ADDITIONAL INFORMATION. PROVIDE ADEQUATE CRAWL Z SPACE aEARANCE5 PER (cac, f Sec. zm.5) v/ '/'Z x, ' ♦ r A L BUILDING SECTION SCALE: 1/2"=9'-O" SCALE: 1/2"=V-0" 112 ARCHITECTURE n PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 larry0poindexterconsulting.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION By ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: RESIDENTIAL REMODEL FOR MR. AND MRS- HANDY 2015 FRENCH STREET SANTA ANA, CA. PROJECT NUMBER: o5o14 DRAWN BY: L.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 Ll ��E— SHEET NUMBER A4.0 NAILING SCHEDULE STRUCTURAL LUMBER WELDING REINFORCING STEEL FOUNDATION 1) All nailing shall be common wire nails conforming to the 1) All structural lumber shall be Dough Fir Coast 1) Welding shall be either the shielded or submerged arc 1) All reinforcing steel shall be new deformed bars conforming 1) Foundation design is based on "USG CHAPTER 15" latest edition of the UBC. More automatic nailing 15 used, Region,identification as required by P5 20-10 with a grade process, and shall be performed by certified welders qualified to A5TM A615 Grade 60 (U.N.0) No. 2 and No. 3 ties and nail heads shall not penetrate sheathing. Connections listed mark of a lumber Grading Agency approved bu\y the Board in accordance with the Quolifcation Procedure of A.W.5. stirrups shall conform to A5TM A615 Grade 40. The Contractor shall be responsible for all requirements therein are minimum permissible. Details govern over schedule. of Review of the American Lumber 5tandard5 Committee. and maintain a copy on the job site at all times. 2) shop welding shall be performed by an approved 2) All mesh shall conform to A5TM olb5 and shall have a minimum a) Joist ro sill or girder, toe nails each 2) Framing members shall be as follow except as noted: licenced fabricator. side and end lap of 1 1/2 mesh or a", whichever is greater. 2) Allowable soil bearing pressure: 05=10Q0 IbJ sq. ft. side ....... 2-10d b) Bridging to joist or rafter, toe nail each end...3- ad Horizontal members: 3) Welding of reinforcing bars shall be performed by 5ub-purlin5( stiffners)...................DF NO. I welders specifically certified for reinforcing steel and 3) All detailing, fabrication and erection of reinforcing steel shall conform to the AGI Manual of Standard Practice for Detailing 3) The Soils Engineer shall certify to the owner, the Engineer and the Building Department that the earthwork is in conformance c) 5ubfioor sheathing at all bearings Joists and beams ..........................DF N0. I qualified according to A.161.5. D 1.4. Vertical members Reinforced Concrete Structures, ACI 315. with the report and the soil is adequate for the safe bearing specified. Ix6 or less, face nail............ 2- ad Posts and columns .........................OF NO. 1 4) Welding of reinforcing bars shall be done using low Hydrogen Studs DF NO. 2 4) Unless shown otherwise, reinforcing bars in continuous 4) Soils Engineer shall inspect excavations and submit approval Ix5 or wider, face nail ............................3- 5d 2x bind and face nail..............................2-16d ............................................... Electrodes prior to welding, the Carbon Equivalent (G.E.) shall be determined. Reinforcing whose G.E. cannot be determined 3) Sill plates in contact with concrete or masonry shall be pressure concrete beams and spandrels shall have top bars spliced at the midspon and bottom bars spliced over the supports. before any concrete footings are placed. Footings shall be poured against firm undisturbed natural soil or engineered, g g d) 501e plate to joist or blocking, face noil-I&I @ b" o.c. shall not be welded. Preheat temperatures shall conform with treated Douglas Fir. NO CGA-TREATED LUMBER Is PERMITTED. PLEASE g Table 5.2 A.W.S. 1.4., and shall be verified with temperature 5) Dowels from footings into walls and columns shall be the some c compacted fill, free of organics, and placed under controlled compaction. p USE WOLMANIZED NATURAL SELECT WITH COPPER AZOLE sticks. PRESERVATIVE. size,spocing and numbers as the vertical reinforcing called out in e) Top plate to stud, toe nail ........................2-16d 5) Welding of structural steel shall be in accordance with the walls and columns. f} stud to sole plate, toe nail8d A.IN.5. D I.I. Filler material shall be 5.1 or 5.2,E 60xx or E 4} Framinganchors, hangers, straps, column caps and bases and holdowns g p ' low 6) Reinforcing shall have minimum concrete cover as g 5) Fill at ramp walls and retaining walls shall be of clean, non- ex onsive material, free of organics, and laced under p g p .......................4- shown are as manufactured Simpson Go.,Srea, GA, Designations shown p g b) All welds shown as full penetration( F.P.) shall be fully on drawings are from the latest Simpson catalogue. follows: (unless specifically detailed.) controlled compaction. �� g) Double studs, face nail....................16d @ 24 o.c. detailed on the shop s p drawin g • 1) Walls and columns 6) Roof and area of runoff and area drainage shall be h) Double top plates, face nil...............16d @ I6" o.c. 5) Plywood shall conform to standards in P5 1-14 Or P5 1-55. All panels Unformed surfaces exposed to earth.........................3 Formed Surface exposed to weather or earth p directed awa from building. Ade uate drainage behind all y g" q retaining walls shall be provided away from the building. i) Top plates, laps and intersections, face nail ....... 2-16d are to be identified with a grade mark of an approved testing and No. 5 bars and smaller.................................1-1/2" No. 6 bars and larger ....... 2" g ,...o j) Continuous header, 2 �� along each edge i6d @ I6 O.C. grading agency. Exterior glue shall be used. Nailing of plywood shall be approved prior to covering 1 wood. pp p g p y CONCRETE NOTES Formed surfaces not exposed to weather or earth o t 1) Minimum slab reinforcement and pad requirements shall conform to the Soils Engineer's recommendations unless otherwise noted. pieces No. 11 bars and smaller....................................I k} Ceiling joists or rafters to all bearings, toe nil.3-I6d g j g No. 14 and No. 15 bars ................................. 1-1/2" Bush hammered surfaces �� 5) During site clearing and site earthwork operations 1) Continuous header to stud, toe nail..................4- ad 6) All walls not solid( sheathed or containing shear panels shall have a 1) All poured -in -place concrete shall have an ultimate y g p compressive strength as given, at 25 days, and an Ix6 diagonal let -in, or approved steel X brace, at the ends and at not p g ` y ........................... ...2 ..... , Beams contractor shall determine if an ,fill, excavation or buried y foundations, debris or structures are on site. If any such are more than 25 inches on center. Brace shall extend from bottom of lowest air-dried density as follow: Surface poured against earth .......................... 3 p g Formed surfaces..• found, Structural Engineer is to be notified immediately. g y m) Ceiling joists, laps over partitions, face nail ...... 316d plate to top of upper plate, f'c density .........................................21' DESIGN LOADS n) Ceiling joist to parallel rafter, face nail .......... 3-I6d Location min.(psi) mox.(pcf) 2500 150 Slabs Surface s poured directly on earth....... """""""""°2�� GRAVITY o) I'" brace to each stud and plate, face nail...........2- 5d Footings, grade beams, pile caps .................................................... 1) All stud partitions or walls over ten feet in height shall have 2X A11 other surfaces ...,..............,,,..............,...314° Location: Dead load: Live Load: bridging, same width as studs referobl at midhei ht but not to exceed S 2500 150 g g� y g Slabs on grade.......................:..:....................................................... Columns (sf) (sf p p) p) Built up corner studs .................... l(od @ 18 o.c. ft. vertical interval. Lightweight structural concrete.............•.•......25QQ..............120, Interior ............................................... 1-1/2" Roof ..........20 .......... I6 q) Joists or rafter to sides of studs up to 8'" depth.., 3-I6d S) Do not notch joists, rafters or beams except where shown on the � p 2500 150 10 details. Holes through sills,plotes, studs and double plates in walls shall Beams, columns and walls.................................................................. 'center GENERAL NOTES Floor ......,... .,........ 40 r) Ceiling strips 1"x4" to underside of joists, each bearing not exceed 1/5 of the plate width. Use bored holes located in of 250Q 150 Precast concrete walls General Contractor shall visit the building site and shall g one lont and straight ................................2- fed gI) ........................................................................ member or use metal strap on near side. No holes permitted in studs, sill plates or top plates of shear wail without express approval, 2) Unless otherwise noted,concrete shall be proportioned and FOUNDATION NOTES !' 't s) 2 x3 to underside of joists, each beating one slant and .1 g produced to have a slump of 4 in. or less if consolidation is to verify all conditions and dimensions prior to starting any work, Contractor shall be responsible for coordination of all work ........... straight ............................ .........2-16d g use stronghold, annulary grooved at gypsum board and plaster be by vibration, and 5 in. if consolidation 15 by other Bolts in wood shall be not less than I bolt diameters from ends, and 4 acceptable methods. Slum shall be for in- lace concrete and p p , p and materials, including those furnished by subcontractors, Engineer and owner's representative shall be notified g p 1) Contractor to verify all existing conditions prior to y g p ceilings. Strips supporting plaster ceilings shall be wired in bolt diameters from ell es unless noted. Bolts, heads and nuts bearing on shall be determined b the Test for Slum of Portland g g y p immediately of any discrepencies. startingan construction. y place in addition to nailing. wood shall have metal washers. See schedule. Solt holes in wood shall be Cement Concrete, A5TM 0-153.One inch tolerance is drilled 1/52 to 1/16 diameter larger than nominal bolt diameter. acceptable. 2) All construction shall be in accordance with the latest 2) Contractor to provide temporary supports and shoring as t) Built up beams 2XIO and less in depth (staggered) top and 3) Cement shall be Type 11 and conform to A5TM 0-150. Only tested edition of the CBC and all local requirements. All A5TM, ACl necessary, while underpinning under existing footing and framing bottom ....................... .20d @ 32" o.c. cement shall be used. and AiTC designations shall be amended to most recent date, before pouring the new footing. at ends..................................................2-20d 2x12 and larger( staggered)...............1/2'" bolts @ 24" o,c. 4) Aggregate shall conform to A5TM 0-53. Maximum size shall be 1 unless otherwise noted. 3} Contractor shall take all measures necessar rotect the y to p noted. Use 5/4" in. maximum aggregate for in. Unless otherwiseat slabs on grade• his own expense, shall engage 3) Contractor, p g g p p y qualified persona to determine field layout of the building structure durin construction. Such measures shall include, but g not limited to bracing and shoring for loads due to construction SPECIAL INSPECTION STRUCTURAL STEEL and its elements equipment, construction loads, etc. Bracing shall not be removed 5) Concrete form tolerances shall be within the standards set by the Amercon Concrete institute. 4) Contractor shall_ take all measures necessary to protect until the element supporting its design are in place. 1) special inspection by a Deputy Registered Inspector approved by the Building Department shall be provided for the following: 1) All structural steel work shall be designed, fabricated the structure during construction. Such measures shall include, but not limited to, bracing and shoring for loads due to A. A11 concrete work, including rebar placement, for concrete siren the g p g and erected to A150 specifications and standard 6) Location of all construction joints not specifically indicated on practices for buildings. the drawings shall be approved by the Engineer prior the placing construction e ui meat construction toads, q p f etc. Bracing shall greaser than 2,500 PSI, reinforcing steel, Control joints shall divide the floor into areas not be removed until) the element supported is capable of supporting its design loading. B. All field welding including welding of rebar. 2) Structural steel plates and shapes shall conform to A5TM Agg2. of 600 sq. ft. maximum. Locate joints under permanent partitions, C. Shop welding if not done by an approved fabricator. ", �� where possible.All joints shall have an intentionally roughened 3) 5tructural steel pipe shall conform to A5TM A-53,grade S . surface. 5) Constuction materials shall be spread out if laced on ROOF NOTES D. The engineer or architect responsible for the structural design or "B". framed floors and roofs. Loads. shall not exceed design loading for supporting members. person designated by them to perform visual structural observation of the 4) structural steel tube shall conform to A5TM A-500,grode 1) All reinforcing steel, anchor bolts, dowels and other inserts structural system at significant construction stages and at the completion of the structural system. Observed deficiencies will be reported to the shall be secured in position and inspected by the local building 5) Paint one Boat of rust inhibitive paint, and two coats in department inspector prior to the pouring of any concrete, 6) The structural draws rein resent the finished structure. g p owner, contractor, special inspector and Building Official in writing. exposed areas. 8) Pipe or ducts shall not be placed in structural concrete They do not indicate the method of construction. Observation visits to the site the Engineer shall not include observation � g 1) Contractor to verify all existing conditions prior to E. High strength A-525 bolts. F. All holdowns and anchor bolts with epoxy get. 6) A licensed fabricator approved by the building unless specifically detailed. Refer to Architectural, of safety methods or bracing or support. y `� pp starting an construction work. g y department shall furnish shop drawings for approval by Mechanical, Plumbing and electrical drawings for locations. 2) Contractor to provide temporary supports and so take all Engineer prior to fabrication of structural steel members. Holes for bolts and/or rivets shall not cut with a torch. ) All conduit in concrete walls shall be wired to the 1) General details on this sheet shall be used where applicable unless othewise noted. In no case shall working dimensions be measures necessary to protect the structure during construction. Such measures should include, but not limited to bracing and wall reinforcing. Bolt holes for steel connections shall be 1116"" larger in scaled from plans, sections or details on the Structural drawings. shoring for loads due to construction equipment loads, etc. d) diameter than anchor bolts. 10) Concrete floor slab shall not vary more than 115" in ten Notes and details on the drawings shall take precedence over general notes and details. All work not detailed or noted shall Bracing and temporary supports shall not be removed until the element supporting its design loading are in place. feet. S) All connections not detailed on plans shall be detailed be constructed the same as other, similar work shown in the details. 3) Contractor to contact architect if field conditions do dr steel fabricator and shall submitted on shop 11) No odmixtures(e.g.,Galcium Chloride) may be added to any drawings for approval by Engineer. not match what plans are showing due to any discrepancies. concrete without the approval of the Engineer, pp g &) Refer to Architectural drawings for six' and location of all 1-1) Bolts shall be A5TM A-3Q�, U.N.O. 12) All concrete shall conform to the " Specifications for door and window openings, non -bearing partitions, concrete curbs, four drains, depressed areas, level changes,chomfers, 4) All structural existing framing to be inspected for wood termites, age deterioration, ant to report to Structural Concrete for Buildings," AGI 301; latest revision. grooves, inserts, moulds, ornaments, clips, dropped slabs; all architect for problem areas. finishes and floor and roof openings not detailed , 15) All exposed corners of concrete shall be chamfered 3/4" UNO. 1) see Mechanical, Plumbing and Electrical drawings for pipe 14) Additives or admixtures, if used, require prior approval from runs,sleeves, hangers, trenches wall and slab openings,electricol conduit runs and boxes, outlets, equpment bases, and anchor bolts the building official and engineer. for motors and equipment. 10) All omissions or conflicts between various elements of the working drawings and/or specifictions shall be brought to the attention of Engineer before proceeding with any work so involved. 1ANIK01 1,61 F; m&y] ft 9 1 C101 ARCHITECTURE • PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RAL.EIGH AVENUE COSTA MESA. CA. 92627 lorry0poindexterco nsulti ng.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYiNG SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: �1py i MR. AND MRS. HANDY 2015 FRENCH STREET STRUCTURAL PROJECT NUMBER: o5ou DRAWN BY: L.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 - - �<__PLAN CHK. CORRECTIONS SHEET NUMBER Mrs E SHEAR SCHEDULE SYMB. SHEAR WALL TYPE AND MATERIAL LOAD FOUNDATION SILL SHEAR ANCHORAGE NAILING TRANSFER 1/2" PLYW000 5TRUCT, II OR STD. 910 PLF %4*52" O.C. O.G. A-55 @16" O.G. 5HT6, AIIOd NAILS @ 6" O.G. ED6E5 & 12" O.G. F.N. *620 PLF *!%"024" O.C. *16d @2.5" O.G. A-95 @12" O.G. 6 1/2" PLYW000 STRUGT. I1 OR STD. 460 PLP Va"032" O.G. 20d @4" O.C. A-55 @16" O.C. SHT6. A/IOd NAILS @ 4" Q.G. EDGES 4 12" O.G. P.N. *1q20 PLF *V'®24" O.G. *20d 02" O.C. A-35 06" O.G. 1/2" PLYWOOD 5TRUGT. II OR STD. 600 PLF %p"016" O.C. 20d @2.5" O.C. A-55 012" O.G. 5HT6. W/IOd NAILS @5" O.G. @ EDGES 4 12" O.G. F.N. *1200 PLF *V4"®16" O,G, 112-20d @3" O.G. A-35 ®6" O.G. Q 1/2" PLYWOOD STRUCT. 11 OR STD. 'no PLF 5/60@160 O.C. 20d ®2" O.G. A-55 ob" O.C. SHT6. W/IOd NAILS @2" O.G. @ EDGES 4 12" O.G. F.N. *1540 PLF *V440I6" O,G. *2-20d ®2" O.G. A-35 45" O,G. 1, ALL EDGES OF SHEAR NO. 6, '7, 6 AND SHEAR WALLS WITH PLYA00D ON BOTH SIDES SHALL BE 5" NOMINAL 5X SILL PLATES, TOP PLATES AND MIN. 5X STUDS AT (0) VERT. SHEAR PANEL JOINTS OR a 46" O.G.) AND NAILS SHALL BE 5TAG0ERED. 2. r DESI6NIATES SILL BOLTING OR NAILING K4ERRE SHEAR WALL SHEATHING Is TO BE APPLIED TO BOTH SIDES. 5. MINIMUM NAIL PENETRATION ON PLYWOOD SHEAR WALL 15 1-18". USE GALVANIZED NAILS @ FOUNDATION SILL PLATES. 4, ALL ANCHOR BOLTS MIN, Wil), YV/ 2-4V" x 2-Y2" x 4"' PLATE AASHER5 ONLY, 5. THERE SHALL BE A MINIMUM OF 2-ANCHOR BOLTS PER PIECE AND ON BOLT LOCATED NO MORE THAN 12" OR LE55 THAN 7 BOLT DIAMETERS FROM ENDS, (UBG 1606.6) STRUCTURAL NOTES 1. ALL HOLDOMS CALLED♦ ON ♦ BE LOCATED BELOAJOINSTS 2. ALL SHEAR KALL5 SHALL EXTEW FULL HE16HT To FLOOR OP. FLOOR JOIST$ ROOF FRAMINIS. CEILIN& BEAMS ,. FLOORFLOOR BEAMS 3. ALL INTERIOR SHEAR MLL PARALLEL TO FRAMIN& SHALL Be 4. PLYWO17, INDEX rs NAILS @ . BOUNMY AND AT rG-Z, loll FIELD. ALL ♦♦ r SHEETS TO INTERSECTIN& JOISTSP/O r♦ rRr r HOLDOMS TO: e r BOTTOM Of 5. ROOF 5HEATHINO.1/20. FLY104CIOD, . , y - INITH r. 50UWe Ir AT MX-�E,r 10d SHEAR,_ r 6. SEE FOR TYPICAL SHEATHIN6 INSTALLATION. 'i, SEE, FOR TYPICAL MALL INSTALLATION, S02.O SD20 D. SPLICE ALL EXTERIOR DOUBLE PLATES A/ 16 - 16d NAILS EACH SIDE OF SPLICE AS PER DETAIL "1 SD2.O a. ALL rRAMIN6 HARDWARE TO BE - "5IMP50N-5TR0N&-TIE" 10. SEE 5IMP50N CATALOG FOR NAILING 50HEDUAL. NO DEVIATION ALLOWED. SHEAR#NOTES 1. ALL PANEL E06E5 BACKED WITH 2-INCH NOMINAL OR WIDER. FRAMIN6. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 6 INCHES ON CENTER ALONG INTERMEDIATE FRAMING MEMBERS FOR 5/8" AND' 1/16" PANELS INSTALLED ON STUDS SPACED 24 INCHES ON CENTER AND 12 INCHES ON CENTER FOR OTHER GONDITON5 AND PANEL THICKNESSES. THESE VALUES ARE FOR SHORT -TIME LOAD5 DUE TO AIN17 OR EARTHQUAKE AND MUST BE RIIDUGED 25 PERCENT FOR NORMAL LOADING. ALLOWABLE SHEAR VALUES FOR NAILS IN FRAMING MEMBERS OF OTHER SPECIES SET FORTH IN DIVISION 111, PART III, SHALL BE CALCULATED FOR ALL OTHER 6RADES OF MULTIPLYING THE SHEAR CAPACITIES FOR NAILS IN STRUCTURAL I BY THE FOLLOAING FACTORS: 0.62 FOR SPECIES WITH SPECIFIC, GRAVITY GREATER THAN OR EQUAL TO 0.42 BUT LE55 THAN 0.411, AND 0.65 FOR SPECIES A1TH A SPECIFIC GRAVITY LESS THAN 0.42, 2. AHERE PANELS ARE APPLIED ON BOTH FACES OF A HALL AND NAIL 51PACIN6 15 LE55 THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 5-INC14 NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STA66ERED. S. IN SEISMIC ZONES 5 AND 4, AHERE ALLOWABLE SHEAR VALUES EXCEED Wo POUNDS PER FOOT, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A 5IN6L•E 5-INCH NOMINAL MEMBER AND FOUNDATION SILL PLATES SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. IN SHEAR WALLS WHERE TOTAL HALL DESIGN SHEAR DOES NOT EXCEED 600 POUNDS PER FOOT, A SIN6LE 2-INC14 NOMINAL SILL PLATE MAY BE USED, PROVIDED ANCHOR BOLTS ARE DE516NED FOR A LOAD CAPACITY OF 50 PERCENT OR LESS OF THE ALLOWABLE CAPACITY AND BOLTS HAVE A MINIMUM OF 2 1/2-INCH-BY-2 1/2-INCH-15Y-1/4-INC14 THICK PLATE AA5HERS, PLYWOOD .JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. 4. THE VALUES OF 518-INC4 AND 1/16-INCH PANELS APPLIED DIRECT TO FRAMING MAY BE INCREASED TO VALUES SHOINN FOR 15/52-INCH PANELS, PROVIDED STUDS ARE SPACED A MAXIMUM OF 16 INCHES ON CENTER OR PANELS ARE APPLIED W1TH LONG DIMEN51ON ACROSS STUDS. 5. GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED. 6. THE MAXIKH ALLOWABLE SHEAR FOR THREE-PLY PLYWOOD RESI5TIN6 SEISMIC FORCE5 15 200 POUNDS PER FOOT. 7. FRAMING AT ADJOINING PANEL EDGES SHALL BE 5-INCHE NOMINAL OR THICKER AND NAILS SHALL BE 5TA66ERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER. FOUNDATION NOTES 1, FINISH FLOOR DATUM mzv. = 0'-0" (TOP OF SLAB ON (wADE) 2, TOP OF INTERIOR PAD FOOTING ELEV.= -16"BELOW FINISH FLOOR. 4. SEE DETAIL S 6 FOR FOOTIN6 INTERSECTION, AND DETAIL SDI,D FOR REINFORCING LAPS, HOOKS ETC. S. SEE ARCH. DRAWINGS FOR DIMENSIONS NOT SHOWN FOR FLOOR DEPRESSIONS, DRAINS ETC. 6. ALL FOUNDATION WORK TO COMPLY AITH THE REQUIREMENT 5 AND RECOMMMATION5 OF UHG CHAPTER 18 1. SEE CIVIL PLANS FOR HALLS AND AALKWAYS NOT ATTACHED TO THE BUIMN6. S. INDICATES SHEAR HALL PER SCHEDULE, Q. ALL DIMENSIONS, ELEVATIONS ETC. ARE GIVEN TO A551ST CONTRACTOR ONLY, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND N011F THE ARCHITECT AND EN61NMR IMMEDIATELY OF ANY DISCREPANCIES. 10, It. ALL HOLDOANS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 12, -- 15. A FIELD 5TAMPED AND SIGNED MEMO 15 REQUIRED FOR 6EOTEGHNICAL OR 50IL5 ENGINEER FOR SOILS INSPECTION AND APPROVAL OF FOOTING DEPTH AND COMPACTION. r SDI VOL. STUDS At HD-5A SDI � --------------- --------------- TYPICAL DBL. STUDS N W-SA I n i ii SDI SDl I I l 111 6" �.� Il�'ffI 1 i {'Y/e"O ANCHOR BOLTSI i i TYPICAL k0 52" O.G. TYPICAL. i k k 2 II k k k SDl ) I I 2x6 PLR, JSTS. k j k k d tihl i 016 O G. iYP. DBL. STUDS k k 2x6 RR JST5. A/ HP -SA k O.G. }i Q k TYPICAL j l SDI I i� � ►' I �` ` I I SDI I ik ' kl k - - k II 1 1 k I l 10 k I SDI ki II k I li k{ k I I 1l I I II li 11 ii F-1 II Il i( it L-F---.__._-_.._-------- 9TRUCTURAL FOUNDATION 7) ------ G 12" VIDE x 6" THK, Wf 2-#4 TYP, (N) CRAHL TYPICAL SPACE TYPICAL gri -79 SCALE: 1 /4"=1 '-0" STRUCTURAL : A FRAMING ! • ------------ Eel SCALE: 1/4"=V--0" 11 LA R RY POINDEXTER CONSULTING ARCHITECTURE ■ PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 I orryopoi ndexte rconsuiting.com 949 646--3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: SEAL: 70 n 2- 1- 2015 FRENCH STREET SANTA ANA, CA. PROJECT NUMBER: oso14 DRAWN BY: L.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 A<-- S2,0 SHEAR WALL & SILL NAIL`G PER PLAN NAII!G PER SCHED. N. (E) A.BOLTS— , q , 12XBLKG 0 32" O.C. 18 MIN SIMP. FAP8 0 32" O.C. RILL 5/8"0 HOLE FILL W/ SIMP. "ET22" EPDXY GEL & INS TREADED BOLTS. PER MANUF. S L to I 1=1 I E3 I IE] I E , I III Ell ILI I Ell Will FFEI-11 i I> (E) to (E) F. (E) RIJN 01) NOTE: ALL INSTALLATION SHALL BE PER MANUFACTURE SPECS, & ICBO ER 5279 & LARR 2579 SPECIAL INSP. RE POST PER PLAN SIMPSON "SET" EPDXXY THREADED RODS IN CONCF ETE MARK ROD DIAM.IN. EMBED. 'H* UPLIFT. DRILLMIN. BIT DIAM. EDGE DISTANCE MIN. END DISTANCE HD-2A 5/8" 10" .2081 3 4 1-3/4" 5" HD-5A 3/4- 10- 3008# 7/8- 1-3/4- 1 5- HD-6A 7/8" 10" 3828# 1" 1-3/4" 5" HD-8A 1 7/8" 15- 5595# 1" 1-3/4' 5- HD-10A 7/8- 8# 1" 1-3/4" 5" SEE PLAN FOR FAB OR DRILL (0+1/800) HOLE FILL SIMPSON A-35 SOLID BLKG 0 POST W/SIMP. "SET" EPDXY & INSERT 0 80 O.C. W/8-16d NAILS TO /VTHREADED BOLTS PER SHEAR RIMJOIST \WALL SCHEDEDUIE 4. 0 4 4 4 DRILL QIT DfAM. EXISTING FOOTING. MVLUVWN in i v mo i -u m RAISED FLOOR 4d (2-1/2- MIN.) D/ D/2� 54 BAR DAM. #10 THRU # 11 40 BAR DIAM. # 8 THRU # 9 30 BAR DIAM. # 3 THRU # 7 L—UNLESS NOTED --- J D= BEND DIAMETER 6d FOR #3 THRU #8 80 FOR #9 THRU #11 d D/2 12d 1-1/2"d CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER d CONDITION WHERE BARS OCCUR ON SAME PLANE CONT. 2XBLK'G -- --l- --- -- all-L INIMIL V VLRIF I rLR 0eonCIJ. SEE PLAN FOR 3ON A-35 DRILL 5/8"0 Xf O.C. W/SIMP. "ET22" INSERT 1/2"OTF 77 r 57-1/2 do .0 4 4c 4 d. 4 A A '/I q is LEXISTING FOOTING. FA8 OR —1/2" HOLE EPDXXY & READED BOLTS MODEL NO. HOLDOWN SCHEDULE HDA 1— "HB: A.B. 1 M. MONO POUR le" TWO POUR "le" HD.2A 2-5/8- 4-1/2 5/8" SST816 12" SSTB20 16" HD,5A 2-3/4- 5-1/4" 3/4" SSTB20 16" SSTB24 20" HD.8A 3-7/8- 6-1/8 7/8" SSTB28 24" SSTB34 28" .4' 41, A * 4 A 4 AA' 4 q. 4q 4 4 HOLDOWN INTO STEM WALL FOOTING IPI MR SCALE fzf-T RIM JOIN ADD 1-3/4"X MICRO LAM SOLID BLK'G 0 POST NAILS TO W/3-16d NAILS 0 4- O.C. W/8-16d T CONT. rl 1 OPENING t .4 4 A SEE PLAN .4 ..4 A 4 4 4 4- '4 :. , A q., . * , * . 4 SILL NAIL'G PER SCHED., BM PER PLAN W/ SIMP."W" HANGERS 12 ;HEArG PER PLAN E.N. #4 0 24- O.C. ALT. BENDS SEE PLAN "1 -4 12" min. 2#4 CONT. 3" CLRI <.* SEE PLAN --I SK4 SUB -FLOOR FOOTING 1 �,- ) SHEAR TRANSFER SCALE f=f-V EXISTG WALL & FOOT'G NEW WALL & FOOT'G 24" LAP MIN. A- 9" MIN. —DRILL 5 OX6-1/2" L(�NG HOLE Fl I OW)SIMP. '%ET" EPDXY AND --INSERT. # 5 _Y.OWELS' TO MATCH -TIORIZ.. HORIZ. SPACG iREIF, £PACI.NG. .$PEGAL tNSP�..REQ'i) < 4 4. L L 4 PLAN SINGLE LAYER INTERSECTION SINGLE LAYER CORNER 1• .1 a m w2vil SHEAR WALL & SILL NAI'G PER SHEARWALL SCHEDULE 2X FLR JOISTS PER PLAN E.N. z z 4 z A. BOLTS PER SHEAR SIMP. A-35 SEE SCHED WALL SCHEDULE "Or E.N. #4 CONT. " . . . 6MIN. I MIN A 1 IF fit [it T SEE PLAN 4 12 -4 1—�--2 #4 CONT. 30 CLRI I I-- SEE PLAN SU B-FLOOR FOOTING o EXT. SHEAR TRANSFER SCALE: 12 LAP r--3-16d 'NAILS TYP. SIMP. A-35 0 16" O.C. BM PER PLAN — 18" MIN. 2X FRAM'G PER PLAN 4X POST W/SIMP. "PC" cap SIMP." CB" BASE CAP A 611 18" MIN. 3#4 E.W. 0 BOT 3" CIr' 16" SQ. JOIST 0 FUUNDATION SCALE ft SHEAR WALL& SILL NAI'G PER PLAN 2x BLKG 0 32" O.C.--1 E.N. z z z A. BOLTS PER SHEAR WALL SCHEDULE SIMPSON A-35 �—E,N, SEE SCHED. 1*-.i-2 #4 CONT. 6# CONIC STEM WALL 18" MIN ALT . 8" BLOCK WALL #4 0 24" O.0 VERT. REINF. ALTERNATE BEND SEE PLAN -A 12" MIN. #4 CONT. 3" CLR SEE PLAN ARCHITECTURE • PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 larry0poindexterconsulting.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF' THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. Re? �Reil W. MWW I � 01 011 -11 PROJECT NUMBER: o5oi4 DRAWN BY: LE.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET LARRY aoor snE.r He ° ° Boor sH�+. Nc I �amr o � �oiM o ��. PL. '. e ' — emck B.N. IF :a�xoorxais�3:a�.nP.9.PcoaRioceeMis-ice �bo.ENvw.aaso�so.c.»uoerew�eRcoccua_w�siMPE�asreresncccxEoPUNSEEo�'"wo.ws�wHEReoccoas`aasEcflAFfEflS TOWALL SCNET=f-0'%N%CAL PLATE3PIJCESCALEi=f-0'CEILG BEMA ON THE WALL SCAIPi=f-0' RAFTERS AT PoD(�SCAIET=f-0'u5Eu,5r3�OCCURSiNDiGTION�tooFsrvunrv�5SHOwNAREFOR�BLPLFOR5�ACtUALLOCATONi0i�CESESEECPIANTRULiONREQUREMEMA%. ERPNGSHALLBEi6'0.NpEinL4%POSTWHEREHOLOCCURS4%12BAI.PERPLAN�FREBLKG�CE�G2xCRPLESffiP�.w>snc BOiHESDESrMPSONEPCEG.P��i0PaExC�1635��sL��.USERC'CAPA�5E�o�C.5EEPurvSIMPSOrvPCiNVERiEDN.NOi6HFA0FPPERPUNPuxsEEamaFnvuxAMSFOIONG POST TO HENENTYPICAL WALL FARMING 5SEC710N 2BHEAfl liIANSFFASCALBM-0' SCALETR-0' SCALEP=1-0'IIAFlEIIS 6 CEIL'G �101STS TO WALL SCALBM-0'txPEWI�iHSEESCHEDULEex��.�''omwsdaErw��(I�faPuwX2Lxdcucm3xnwrwvxc0�Omwc.s.cEaMuNOTUSED °°°•°°rmoasoas�i�zox.o�oG�nia�w.'iPmi000E..ZPLYWOOD UYWf AND WIlIN649C�LET=f-0'SHEAF WAIL N07E88CAlET=f-0'9CPL@T=1-0''aFF�i1MING 9CALE:T=1-0'4'-0»MIN,ROOF SHEATlNGROOF SHE:AT(NGJOINT � TOP PL. JOINT � BOT. SIMP. ST224B.N. FOR SIZE & NO. OF NAILS C� 32" O.C. TYP.RAPED BLOCKSEE PLAN R RIDGE BM�---16-i6d NAILS ®4OC. 16-16d NAILS � 4" O.C. SEE SHEARWALL SCHED. E.N. �. MIN. A-35 C� 16" O.C. MIN. 1-1X6 LET (N BRACE PLYWOOD & FROM SILL TO PL'S AT FRAMING PER SIMP. A-35 EA. HEADER WHERE OCCURS BM •PER PLA SIMP. A-35 E.S. PLAN SIDE OF BEAM ALL UNSHEATEO WALLS STAGGERED C� 25°-O� O.C. MAX. W/SlMP."EPC" CAP TOP & BOT OF POST SHEAT'G SEE 4X POST PER PLAN PLAN KING POST @HEADER INHERE OCCURS RIDGE BM SEE PLAN NAIL SPLICE SHE TRANSFER �, TYPICAL, PLATE SPLICE � RAFTERS AT RIDGE o RAFTERS TO WALL SCALE.-�" � � SGAL.E�=Y�O"` CEIi.'G BEAM N � _ � • O THE WALL SCA1.E.�'-�'-�i SCALE.- If �.---.—_� SPLICE WHERE OCCURS NOTES USE MST 37 STUDS SHOWN ARE FOR INDICATION ROOF SHEAT(NG DBL PL FOR SIZE $c ONLY .ACTUAL LOCATION TO SUIT { REFERENCES TO SPLI-- CONSTRUCTION REQUIREMENTS, MAX. B.N.B.N I M. PER PLAN CES SEE PLANS & SPACING SHALL BE 16" O.C. DETAIL USE 4X POST WHERE HOLDWN OCCURS 4X HIP BEAM 4X 12 BM. PER PLAN = > � 0 4 P 1 ��„ BENT PL. E.S. ..� _.�. ....— BOLTS EACH SIDE �-- � FIRE BLKG C�? CEIL'G 2X CRIPLES & PL. WASHER SEE SHEARWALL S�HEQ E.N.E N � SIMP. A-35 C� 16. CONDITIONS LINE NOT TO EXCEED 4 16" O.G. � MIN. ' WHERE CONT. KING POST PER PLAN W/ g"_p" BOTH SIMPSON EPC CRP C� TOP USE"PC" CAP >° 2X CEIL'G JOISTS (� 16" O.C. SEE PLAN SIMPSON "PC" INVERTED ST6236 TYP. SHEAT'G SEE NA#L'G PE ep GEN. NOTE �. HEADER PER PLAN PLAN EPC GAP C�7 LARGER HEADER > 4X10 8c 6X8 BM PER PLAN USE OBL 2X JAMS FOR 4X10 8c 6X8 AND POSTS FOR NDRS LARGER THAN 4X10 OR 6X10 SEE PLAN KING POST TO HEADER TYPICAL WALL FRAMING 4 SECTION a SHEAR TRANSFER 11 SCAL��r=�-� ji � SCALE��r=r-� � � � � � 2 � r SCALE.`I� �-0" � RAFTERS � CEILG JOISTS TO WALL SCALE'�1�` t-0" � P•N B.N. SIMP. A-35 STAGGERED PLYWOOD JOINTS EDGE NAlLIN --- PANEL WIDTH SEE SCHEDULE f% � ®� �" O.C. 2x BLKG WHERE REQ' END OF SHEAR PANEL FOR SIZE & SPAC'G I II II fl 8 II II #) I# II �/B� SIN. EDGE � OF JOIST SEE PLANS DISTANCE FOR I ## II II II II II II � #f II NAILS EDGE NAIL'G (E.N.} —INTERIOR AILING�xBLK'G 'G C� �� LONG DIM. OF PLwD c.c. TO RUN PERPENDICULAR # I # I I I I ! # # # # TO JOISTS EDGE NAILING I I # I I # # ( WINDOW BOUNDARY NAILING END POST SH£AT'G PER [LAN I! II #I II #I II II ## If II III# # ## II II I #I I #I SEE PLAN ��"� �~� �� r� 4" O.C. ## 11 11 II (# ## #f II I# ## ###I #I II If I I( ## # ## SPECIAL HOEDOWN ANCHORS SEE FOUN TYP. INTERMEDIATE # II II If II II #I MIN. SHEAT'G SIZE TO I # I ( C C I I ( ( # NAILING {F.N.} # # ## #! ## ## ## ## ## BE 2'_O"X 4'-O" RATION PLAN FOR # C I FLOORS � 1 Od � 1 � LOCATION Jill I # I # ( I ( # # # # E.N. ROOFS 10d � �2" O.C. II II ## ## II II fl ## ## #### l# II II ## #I I# II ## A35 t� �s°' O.C. #### CI II II #I II II ## ## FLAT BLKG AT UNSUP- PORTED NT. BLKG EDGES w/B.N. I) #I #I II II PLYWOOD E.N. EQUALLY SPACED ANCHOR BOLTS, SEE SCHEDULE AND FOUNDATION PLAN FOR NOTE: PLYWOOD TO B£ INSPECTED PRIOR TO COVERING SPACING PLYWOOD LAYOUT AND NAILJN� SHEAR WALL NOTES - 4 SHEAR TRANSFER , SCALE: �'=�'-0' � SCALE: �"=�-0" � SCALE: �"= `�-D' CALIFORNIAALJFORNIA FRAMiN • � G SCALE." �-D' � uH — — — — � A V, tj El Lj LI — I PL-3-8d SIDES Vill /,I I ARCHITECTURE ■ PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, GA. 92627 i orry0poindex%erconsult'sng,com 948 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFfCAT10NS. AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: om FOR MR. AND MRS. HANDY 2015 FRENCH STREET SANTA ANA, CA. STRUCTURAL D ETAI LS PROJECT NUMBERS 05094 DRAWN BY: I,E.P. ISSUE RECORD: NUMBER RATE DESCRIPTION 9 4-6--05 PLAN CHECK SET7�7- 2SHEET NUMBER : uH — — — — � A V, tj El Lj LI — I PL-3-8d SIDES Vill /,I I ARCHITECTURE ■ PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, GA. 92627 i orry0poindex%erconsult'sng,com 948 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFfCAT10NS. AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: om FOR MR. AND MRS. HANDY 2015 FRENCH STREET SANTA ANA, CA. STRUCTURAL D ETAI LS PROJECT NUMBERS 05094 DRAWN BY: I,E.P. ISSUE RECORD: NUMBER RATE DESCRIPTION 9 4-6--05 PLAN CHECK SET7�7- 2SHEET NUMBER : REMSIONS LO^-R15E RE51r:�ENTIAL 5UIL::�IN65 t%4AN::�ATOR**ro t4,E!A�BURE5 AN::� r-EATURE5 (A) 0efore,the building may be occuiiko, in.4tallation certificatos for manufactured devices regulated. by the Ap limi p a ce ,Standards cat' Part 6 shall be posted ,adjacent tothe building perinit(s). cerlillate shall;. 1, Idetiftty features required toverify com fl,, ance With the, Apialiance Standards and'Part 6 2.� Include the statement indicating thattht installed, devices conform to the Appliance Standads an. d, Part:6 and the recttrirenrettts for, sitab devices given ijtthe plans and specifications, approwd by thelocal enforcement agecyi -the buildingpertrit under- which the construction or installation�was performed.Sec. 10-103 (a) 31�. State the nttmbcr of (8) "Fhe. builder shrill provide the buildiko- owner. irtanager, and the origginal occupants, the appropriate certificate'(s) of Compliance and a list of the, features, materials., cot I 1ponents and mechanical devices installed io the building an.d .Instructions onbow to use them efficiently. Sec. 1,0-1 03 (b) (1) (C) Aft6rinstalk wall, ceiling owfloor insulation, the in a conspicuouslocationin the -building 4,ct.r.ti.ricate Signed by the installer staijigg that the installation is consistent with the plans and the ,requirtnients.of,Sectio 0. (A) and oon-forms:with tile requirements of Part 6. The Certirleate sUl also. state the manufacturer's naine and material identification and the installed See. 10- f 01) (a) (4) (D) Manufactured fenestratioll products.shall.be. certified,for -overall ULvafues anti overall SHGC as rated by the National CounbWs NFRC-200: L Fla've a:elearly visible tcniporary label �, not to be rc-tnbvcd befoix-, inspection -by, the eaf6rcentent ngen4, listing:tfie certified ('-value' solar pro of the duct and the miethod used to derive those vahles. Also, the labels! indicate compliatice:with stir infiltration, requirements of.Secti6n 116, (41. the requirements of Section IQ:- It 1, f sec Field_fiibndmed- skyRgtits and vvindows, and exter ior doom, shall be. caulked. between 'the. f6estration product and the building,,and shall be weather-stripped., EXCEPT. ION: _Ubframed glass donors and fire- doors. Sec. 116 (6) (F) Joints and, other openings in !,he building envelope that are p(Aential sources of air leakage.. shall he caulker, gasketed, or other-Mse, seated to limit infiltration and exr1irration. Sec, 1. 17 It insulating material shall be. installed in compliance with the flainespread ratingsmoke density requirements of I Section 707 afthe :UBC. Sec! I Is C< (11) Meat ptunO With supplemwalY electric resistants heaters shall have controls: L That prevent supplementary heater.operalion, When the h' rte load can - e b met by the heat Piirno alofte; and 2. 1 a ;which the clut=on temperaiure. fQr,otnpressian heating, is higher than the cot -on temperature far supplenlentary heat irrig, , and the, cut-off temperature for cornpressto", heatira& ishigher than the cut-off temperature for supplementary heating, sec'. '1127 N 1) TOwsiairry 'or factory bui It fircplaces shall have the liAlowing: 1. Closeable metal .or,glass doorSCOVeringthe eafire Opelliflg,bf the r1rVb0X, A combustion air intake to draw air from the outsideof the bu Idin di ly into the, firebqx, -,�vhich i it s at least six square inches in area and, is equipped Wilh a readily accessible... operablc-and fight fitting darnper or conibusti P oll'air control dcvicc EXCErfl,ON: Not requlred,if fireplace is installed over to concrete slab.and wilt'riotbee located on An exterior wall, A flue damper With- ar readily accessible c!untr'ol EXCEPTION: Whewa gas log,.Iog lighter or 6ecorative gas' appliance is installed in afirepla"-, the he flue damper shall, be blocked open, it I requiredb ructions orthe State M.echanicaf. Code. 4. orititwttcrus.lrttrttittl piltrt lights and the use of indoOr air for cool ing,'a, fircb6x Jack oi when. that indoor air is vented to the outside of the building, are prohibited. Sec. 1:56, (e) (J) All heatin� and/or waling systems cillier tban, wood stoves shall have an autoinatic thermostat with a or othersetbaok mechanism that slitits the system, off during periods of non-use and th&:allaws the building o"uparq,to autornAtic"'illy set back the thermostat set points for least 2 0,criods -within 24 hours. S 4tic,:150 (i) (K) Thcair hatidting doctsystem shall be constr6cwd. installed, sealed and, insulated a,; provided in (71.1apter 60f the Ulhifofsu Vle6'anical Code. (IMust be instriated,tea a, ininillium nstaffed level of--R-4.2 or be in conditioned space) Sec. 1,50 (in) All fan syAcuts,exhatisting air :front the building to tile, outside shalt be provided wwith ltaclddraft err auutorrtatic dampers.to. prevent air ieakalze, Sec. 1,50 (,ir 1), 7 ,(A) Storage gas `water heaters with. ..an energy factor <O.58 shall be, extei-nally wrapped with insulation having installed, therm4l resistatice of R- I 'I or greater., Sec. 150 0) 1 A (B) Unfired. hot water tan,6-, such as storage tanks and backup storage tanks for solarwater heating systeins, shall be externally wrapped With insulation having at), installed therrtial resistance of 2 or greater o Z, r trave internal insulatian of ,it least R-I 6 anda label on the extetiororthe tank showing the insula I tion_try,-value., Sec. ISO I B (Q bust system, openings shaft be sealed with triastic. tape, aerosol sea . sealant or caller duct closure systemsyste� that meets the Applicable requirements of , Cl LIS 1. ire,. 181A or ULAST I B including collars, connections and splices. If mastic oi- tape is tised'toseat! openings; greater than inch. the com shallbe.used. Sec:150,011) PC ( ) Building cavities sltalfrot be used Rir conveying conditioned air. See. 150,(m) (E) Joints acid sea ms.0f duct systems and their componerusshalt not be sealed willicloth back rtibbc.radhesive di4ctcapes unless S in sUch tape is iused in c6tnbinatkih with, tic 11 . as a d drawbands. Sec: 150 01) (FY Piping, buried. lorunburfed, for recirculation sectionslof doinestic hot water systents.,piping froin:the heating source to, the s6ragelank for an indirect -fired domestic waiter heatiAg yst-m o it- 's e , 0 ol 1=system piping bclow.5I`4, and the first fivc.fevt of h6fnd cold water pipes fro rg the gtaragge tank f-rich no n-re I i circu at rr_a, systeim shall be thernially insulated in aftccordarice wiith Table Nbt 14. Sec, 150 0 2 (G) La�titps u ed hi luminaries for general lighting. in kitchens and. batlito pins shalt havetificioncy of not lessthart 40 lumeirs per watt. (Fluorescent type l lighting will meet this requirement), Sec, . I (l4) 141 -cflirate zones 14,and 16 at vapor barrier shall be installed, on theoconditianed space side of all insulation in ,ali Cxteriof walls: unvented attizg:and ixwenwd crawl spaces to protect insulation from condensation. Sec. 150 (g) Any flew low -'rise residential bitilding shall ineet the folloA:king mininium requirements; Ceiling loqlation. I'lic,opaque portions of ceilings- separating cond I itioneo spaces from unconditioned ;spaces or arn'bionfair shall ;;feet the rcquiretnents of either a, or b. below: a. Ceilings shalt. be insulated between framirm trienrbers With, insulation resulting in an, i ,installed thermal resistance ofR 19 orjweater for the insulation alone. ALTERNATIVE to. -Section 150.(a) I , Insulation, which is not penetrated by franning members may meet an.R-valut equivalent tc> installing R49 insulation between. framing members and accounting fair the *thermal eftectsofframing members. b. 'rhe weighted avera" cl-valuof ceilings, shall not exceed the-uwvalue that would result from iristMling 11-19 insulation between frarning members in the, entire ceiling an4 accounting_for the effects of fraiiiing members. l�oo-se-f:iLt JLi�qlatiqn. When loose fill insulation is installed, the iniiuhnuin installed wvig t per square foot shall con,1l5rrn With tile iowlation tratiuMcttlrers installed design gn weight per square, foot at tilt rnanufaeturcrls labeled R.7! value. WA ln§plation. The opaqw portions of frame walls separating conditioned spaces from uncond4ioned spacesox ambient air shall meet the requirements of either a: or b, below a. Framed walls shall be insulated between framing. members:with insulation having att installed thermal ,resistance of R- 13 Qr,gyreater. Frarned foundation Walls of heated basentents or heated craxvi spaces shall be insulgted.,,,ibove the outsi ide ground fine with, insulation -having an ibstAlled dwrtuat resistanceof at lost Rl 3 ALTERNATIVE to Section 150 1, Insulation whic.li is not. penetrated by ftaming molibers inay t i n ee an R-valuo equivalent to insltallin,,; R-I 3 insulation between ftm-ni.ng members and,,accotaitio-g for the ,thermal effects of framing members. b. -The weight.ed.averagge t.1-valueof walis shall not exceed the Uvalue that would result from installing k- 1:3,insulatioir between the, framiqg:rnemb.,ers in, the craire ceiling and accounting tbr thedfects of framing members, .4 Raised floors separating conditioned spaces fr6m unconditioned spzcestarry ainbient air shall meet the. requirements of either a. or b. below, fr ming members with insWat on !nail ingati in.- ill d thermal Floors. shall beinslulated between au eresistance of R-1 3 or xreater. Systeriis,equili,i,.nentand builditicoittpoirents 1-isles! welb w> inay beinstalled! only .if, L The manufacturer has certifited that the system, equipipent, or building component com fies, wi I P t il theapplicablo nranufacture provisions of Sections I I I through 119 and, 2. The systehi,equipinent orbuildingg component Complies with the applicable insta(114tion provisions of S,ectionslll through 119. Covered are: a. Appliances 1regulated by the Appliance Efficiency Regulations (Sec.I It.) b, 112) c. Pool and spa heating systems.and equiprudnt (Sec. 114) d. Gas appliancces (Sec. 115) e. insulation, (Sec., 118) Sec, 1. 10 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-lR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with on asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated Into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on the checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION TDESIGNER ENFORCEMENT Building Envelope Measures: • S150(o): Minimum R-19 ceiling insulation. S150(b): Loose fill Insulation manufacturer's labeled R-Volue. N/A • 6150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Value in metal frame walls (does not apply to exterior mass walls). • S150(d): Minimum R-13 raised floor insulation in framed floors S150(1): Slab edge Insulation -water absorption rote no greater than 0.37., water vapor transmission rate no greater than 2.0 perm/inch. N/A 9118: Insulation specified or Installed meets Insulation quality standards. Indicate type and form. 6116-17- Fenestration Products, Exterior Doors, and Infiltration/ Exfiltratlon Controls 1. Doors and windows between conditioned spaces designed to limit air leakage. 2. Fenestration products (except field-foricated) have label With certified U-Factor, certified SHGC and infiltration certification. 3. Exterior doors and windows weather stripped, all joints and penetrations caulked and sealed. ✓ S15O(_g3_-.Vapor barriers mandatory In Climate Zones 14 and 16 only. V/ 9150(f):Special Infiltration barrier installed to comply with 951 meets Commission quality standards. N/A 6150(e): Installation of Fireplaces. Decorative Gas Appliances and Logs 1. Masonry and factory -built fireplaces have. a.Closeable metal or gloss door b.Outside air intake with damper and control c.Flue damper and control 2. No continuous burning gas pilot lights allowed. V/ Space Conditioning, Water Heating and Plumbing System Measures: S110-13:HVAC equipment, water heaters, showerheads and faucets certified by the Commission. S150(h):Heoting and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ✓ 6150(l):Setback thermostat on oil applicable heating and/or cooling systems. S150(j):Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be wrapped externally with insulation having a thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined Internal/external insulation. 4. All buried or exposed piping insulated In recirculating sections of hot water systems. 5. Cooling system piping below 55 F insulated. 6. Piping Insulated between heating source and indirect hot water tank. 6150(m):Ducts and Fans 1. All ducts and plemums installed, sealed and insulated to meet the requirements of the 1998 CMG Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or tape is used to seal openings greater that 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape Is used in combination with mastic and drowbonds. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space hove either automatic or readily accessible, manually operated dampers. V/ 6114.Poot and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficlencyon-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: o.At least 36" of pipe between filter and heater for future solar heating. b.Cover for outdoor pools and outdoor spas. 3. Pool system has directional inlets and a circulation pump switch. N/A 6115.Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) V/ Lighting Measures. 6150(k)1: Luminaires for general lighting in kitchens shall have tamps with an efficacy of 40 lumens/watt or greater. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at on entrance to the kitchen S150(k)2:Rooms with a shower or bathtub must have either at least one luminotre with tamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2-; and recessed ceiling fixtures are IC (insulation cover) approved. August, 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR Project Title.......... Handy. Res. Addition Date..04/05/05 14: 08:41 Project Address........ 2015 French Street --------------------- Santa Ana *v6.01* I I Documentation Author... Stephen C. Lilly CEA I Building Permit # I Southland Energy Consultants 1 8592 La Casita I Plan Check / Date I Fountain Valley, CA 92708 1 714-848-3756 Field Check/ Date I Climate Zone ..... ..... 08 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-HANDY2 Wth-CTZ08S92 Program -FORM CF-1 ' R User#-MP0298 User -Southland Energy Consulta Run -Existing Plus Addition ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1510 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 13-6 % of floor area Average Glazing U-factor ... 1.13 Btu/hr-sf-F Average Glazing SHGC ....... 0.79 Average Ceiling Height..... 8 ft BUILDING SHELL 'INSULATION Component Frame Cavity Sheathing Total Assembly --Type------ ---------- - Type R-value -------- R-value -------- R-value ------- U-factor Location/Comments ------- ------------------------ Wall Wood R-0 R-0 R-0 0.386 Wall Wood R-13 R-0 R-13 0.088 Addition Wall Door n/a R-0 R-n/a R-0 0.330 Roof Wood R-19 R-0 R-19 0.051 Addition Floor Wood R-0 R-0 R-0 0.097 Floor Wood R-19 R-0 R-19 0.037 Add.Crawlspace FENESTRATION Over - Area U_ Interior Exterior hang/ Orientation -------------------- (sf) ----- Factor ------ SHGC ------ Shading --------------- Shading Fins Window Front (W) 32.0 1.190 0.800 Standard -------------- Standard ----- None Window Left (N) 27.0 1.190 0.800 Standard Standard None Window Left (N) 8.0 0.600 0.610 Standard Standard None Window Back (E) 60.0 1.190 0.860 Standard Standard None Window Back (E) 6.0 0.600 0.650 Standard Standard None Window Right (S) 66.0 1.190 0.800 Standard Standard None Window Right (S) 6.0 0.600 0.650 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-lR Project Title.......... Handy Res. Addition Date..04/05/05 14:08:41 MICROPAS6 v6.01 File-HANDY2 Wth-CTZ08S92 Program -FORM CF-lR User4-MP0298 User -Southland Energy Consulta Run -Existing Plus Addition I ---- --------------------------------------------------------------------------- HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ---- ------- Efficiency ------------ Airflow Location R-value ------- ----------- ------- Leakage D , Type Furnace 0.750 AFUE n/a Attic R-2.1 ------- No ------ No ---------- Setback ACSplit 8.00 SEER No Attic R-2.1 No No Setback REMARKS The following are recommendations only. Final equipment selection to be by Achitect Owner or HVAC contractor. FAU: Existing to be used. A/C: Existing to be used. DHW: Existing to be used. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-lR Project Title.......... Handy Res. Addition Date..04/05/05 14:08:41 MICROPAS6 v6.01 File-HANDY2 Wth-CTZ08S92 Program -FORM CF-lR I User#-MP0298 User -Southland Energy Consulta Run -Existing Plus Addition I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts,1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Larry Poindexter Company. Poindexter Consulting Address. 2172 RaleighAvenue Costa Mesa CA 92627 Phone... 949-646-3101 License. Signed.. (date) ENFORCEMENT AGENCY Name. Title ... Agency.. Phone. . . Signed.. --____.__________{date) ..... ............... . (date) DOCUMENTATION AUTHOR Name.... Stephen C. Lilly CEA Company. Southland Energy Consultants Address. 8592 La Casita Fountain Valley, CA 92708 Phone... 714-848-3756 Signed.. < 4/5/05 2_2% (date) 6 r i � > w ca 06 au z IU ILI ai Uri U < 6 lu Z ui F Z F J- DRAWN 5.0.L. CHECKED DATE 4/5/05 SCALE NONE JOB NO. 5080q SHEET SOT OF SHEETS K NO 0 AV CIS 0 PLUMBING (CURRENT UPC) WORKMANSHIP: A. ALL DE516N, CONSTRUCTION AND AORKMAN5HIP SHALL BE IN CONFORMANCE WITH ACCEPTED ENGINEERING PRACTICES AND SHALL BE OF SUCH CHARACTER AS TO SECURE THE RESULTS SOUGHT TO BE OBTAINED BY THE UNIFORM PLUMBIN6 CODE. B. IT 15 UNLAWFUL TO CONCEAL CRACKS, HOLES, OR OTHER IMPERFEGTION5 IN MATERIALS BY WELDING, BRAZING, OR 5OLDERIN& OR BY U51N6 THEREIN OR THEREON ANY PAINT, AAX, TAR, OR OTHER LEAK-5EALIN6 OR REPAIR AGENT. C. BURRED ENDS OF ALL PIPE AND TUBING SHALL BE REAMED TO THE FULL BORE OF THE PIPE OR TUBE AND ALL CHIPS SHALL BE REMOVED. V. ALL PLUMBING AHEN LOCATED IN FIRE RATED ASSEMBLIES SUCH AS AREA SEPARATION 1 iALL5, OCCUPANCY SEPARATION WALL5, AND OCCUPANCY SEPARATION FLOOR/CEILIN6 ASSEMBLIES SHALL BE OF NON-COMBUSTIBLE PIPE. PENETRATIONS IN HALLS AND FLOOR/CEILING ASSEMBLIES SHALL BE T16HTLY SEALED WITH A NONCOM5U5TIBLE MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE. PROHIBITED FITTINGS AND PRACTICES A. NO DOUBLE HUB FITTIN6, SINGLE OR DOUBLE TEE BRANCH, SINGLE OR DOUBLE TAPPED TEE BRANCH, SIDE INLET QUARTER BEND, RUNNIN6 THREAD, BAND OR SADDLE 5HALL BE USED AS A DRAINAGE FITTING, EXCEPT THAT A DOUBLE HUB SANITARY TAPPED TEE MAY BE USED ON A VERTICAL LINE AS A FIXTURE CONNECTION. B. NO DRAINAGE OR VENT PIPIN6 SHALL BE DRILLED AND TAPPED FOR THE PURPOSE OF MAKING CONNECTIONS THERETO, AND NO CAST IRON 501L PIPE SHALL BE THREADED. C. NO HASTE CONNECTION SHALL BE MADE TO A OL05ET BEND OR STUB OF A WATER CLOSET OR SIMILAR FIXTURE. D. EXCEPT AS PROVIDED IN SECTION 120 - VENTING, NO VENT PIPE 5HALL BE USED A5 A SOIL OR HASTE PIPE, E. NO FITTING, FIXTURE AND PIPIN6 CONNECTION, APPLIANCE, DEVICE OR METHOD OF INSTALLATION WHICH OBSTRUCTS OR RETARDS THE FLOG OF RATER, WA5TE5, 5EAA6E OR AIR IN THE DRAINAGE OR VENTIN6 SYSTEMS IN AN AMOUNT GREATER THAN THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT 15 INDICATED AS ACCEPTABLE TO THE UNIFORM PLUM5IN6 CODE OR 15 APPROVED BY THE BUILDING DEPARTMENT AS HAVING A DESIRABLE AND ACCEPTABLE FUNCTION AND OF ULTIMATE BENEFIT TO THE PROPER AND CONTINUING FUNCTIONING OF THE PLUMBING SYSTEM. THE ENLARGEMENT OF A 5'INCH CL05ET BEND OR STUB TO 4 INCHES SHALL NOT BE CONSIDERED AN OBSTRUCTION. F. EXCEPT FOR NECESSARY VALVES, AHERE INTERMEMBERIN6 OR MIXING OF DISSIMILAR METALS OCCURS, THE POINT OF CONNECTION 5HALL BE CONFINED TO EXPOSED OR READILY ACCESSIBLE LOCATIONS. 6. ALL VALVE5, PIPES AND FITTIN65 SHALL BE INSTALLED IN CORRECT RELATIONSHIP TO THE DIRECTION OF FLOW. VENTIN6 1. VERTICAL AET VENTIN6 A. WET VENTIN6 15 LIMITED TO VERTICAL DRAINAGE PIPIN& RECEIVING THE DISCHARGE FROM THE TRAP ARM OF ONE AND TWO FIXTURE UNIT FIXTURES THAT ALSO SERVES A5 A VENT FOR NOT TO EXCEED FOUR FIXTURES. ALL NET VENTED FIXTURES SHALL BE ON THE SAME FLOOR LEVEL; PROVIDED, FURTHER, THAT FIXTURES WITH A CONTINUOUS VENT DISCHAR61N6 INTO A WET VENT SHALL BE ON THE SAME FLOOR LEVEL AS THE AET VENTED FIXTURES. B. THE VERTICAL PIPING BETWEEN ANY TAO CONSECUTIVE INLET LEVELS SHALL BE CONSIDERED A WET VENTED SECTION. EACH AET VENTED SECTION SHALL BE A MINIMUM OF ONE PIPE SIZE LARGER THAN THE REQUIRED MINIMUM WASTE PIPE SIZE OF THE UPPER FIXTURE OR SHALL BE ONE PIPE SIZE LARGER THAN THE REQUIRED MINIMUM PIPE 51ZE FOR THE 5UM OF THE FIXTURE UNITS SERVED BY SUCH AET VENTED SECTION, AHICHEVER 15 LARGER, BUT IN NO CASE LESS THAN TWO INCHES. C. COMMON VENT SIZING SHALL BE THE SUM OF THE FIXTURE UNITS SERVED BUT IN NO CASE SMALLER THAN THE MINIMUM VENT SIZE REQUIRED FOR ANY FIXTURE SERVED. 2. COMBINATION WASTE AND VENT SYSTEM A. COMBINATION AA5TE AND VENT SYSTEMS SHALL BE PERMITTED ONLY WHERE STRUCTURAL CONDITIONS PRECLUDE THE INSTALLATION OF CONVENTIONAL SYSTEMS AS OTHERAI5E PRESCRIBED BY THE UNIFORM PLUMBING CODE. B. PLANS AND SPECIFICATIONS FOR EACH COMBINATION WASTE AND VENT SYSTEM SHALL BE FIRST APPROVED BY THE $UILDIN& DEPARTMENT BEFORE ANY PORTION OF ANY SUCH SYSTEM 15 INSTALLED. C. EACH COMBINATION AA5TE AND VENT SYSTEM SHALL BE PROVIDED WITH A VENT OR VENTS ADEQUATE TO A55URE FREE CIRCULATION OF AIR. ANY BRANCH MORE THAN 15 FEET IN LENGTH SHALL BE SEPARATELY VENTED IN AN APPROVED MANNER. THE MINIMUM AREA OF ANY VENT INSTALLED IN A COMBINATION HASTE AND VENT SYSTEM SHALL BE AT LEAST ONE-HALF THE INSIDE GROSS -SECTIONAL AREA OF THE DRAIN PIPE SERVED. THE VENT CONNECTION SHALL BE DOWNSTREAM OF THE LAST FIXTURE. V. EACH HASTE PIPE AND EACH TRAP IN ANY SUCH SYSTEM SHALL BE AT LEAST TAO PIPE SIZES LAR&ER THAN THE SIZES REQUIRES BY CHAPTER 4 OF THE UNIFORM PLUM5IN6 CODE, AND AT LEAST TAO PIPE SIZES LARGER THAN ANY FIXTURE TAILPIECE OR CONNECTION. E. UNLESS SPECIFICALLY REQUIRED OR PERMITTED BY THE BUILDING DEPARTMENT, NO VERTICAL HASTE PIPE SHALL BE USED IN ANY SUCH SYSTEM, EXCEPT THE TAILPIECE OR CONNECTION BETAEEN THE OUTLET OF A PLUMBIN6 FIXTURE AND THE TRAP THEREFOR. SUCH TAILPIECES OR CONNECTIONS SHALL BE AS SHORT A5 POSSIBLE, AND IN NO CASE SHALL EXCEED 2 FEET. F. GLEANOUT5 MAY NOT BE REQUIRED ON ANY AET VENTED BRANCH SERVIN6 A 5IN6LE TRAP WHEN THE FIXTURE TAILPIECE OR CONNECTION 15 NOT LESS THAN 2 INCHES IN DIAMETER AND PROVIDES A READY ACCESS FOP, GLEANING THROUGH THE TRAP. AN ACCE5515LE CLEANOUT SHALL BE INSTALLED IN EACH VENT FOR THE COMBINATION HASTE AND VENT SYSTEM. 5. SPECIAL VENTING FOR ISLAND FIXTURES A. TRAPS FOR ISLAND SINKS AND SIMILAR EQUIPMENT SHALL BE ROUGHED IN ABOVE THE FLOOR AND MAY BE VENTED BY EXTENDING THE VENT A5 H16H AS POSSIBLE, BUT NOT LESS THAN THE DRAINBOARD HEIGHT AND THEN RETURNIN6 IT DOANAARD AND CONNECTING IT TO HORIZONTAL SINK DRAIN IMMEDIATELY DOWN5TREAM FROM THE VERTICAL FIXTURE DRAIN. B. THE RETURNED VENT SHALL BE CONNECTED TO THE HORIZONTAL DRAIN THROUGH A Y-BRANCH FITTING AND SHALL, IN ADDITION, BE PROVIDED AITH A FLOOR VENT TAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A Y-BRANCH IMMEDIATELY BELOA THE FLOOR AND EXTENDING TO THE NEAREST PARTITION AND THENCE THROUGH THE ROOF TO THE OPEN AIR OR MAY BE CONNECTED TO OTHER VENTS AT A POINT NOT LES5 THAN 6 INCHES ABOVE THE FLOOR LEVEL RIM OF THE FIXTURES SERVED. DRAINAGE FITTIN65 5HALL BE UaED ON ALL PARTS OF THE VENT BELOA THE FLOOR LEVEL AND A MINIMUM SLOPE OF 1/4 INCH PER FOOT BACK TO THE DRAIN SHALL BE MAINTAINED. THE RETURN BEND USED UNDER THE DRAINBOARD SHALL BE A ONE PIECE FITTIN6 OR AN ASSEMBLY OF A 45 DEGREE, A qO DEGREE, AND A 45 DEGREE ELBOA IN THE ORDER NAMED. PIPE SIZING 5HALL BE AS REQUIRED BY THE UNIFORM PLUMBING CODE. FIXTURES GENERAL REQUIREMENTS 1. ALL FIXTURES TO BE SELECTED BY OANER. 2. CONNECTIONS A. FIXTURES HAVING CONCEALED SLIP JOINT CONNECTIONS SHALL BE PROVIDED WITH AN ACCESS PANEL OR UTILITY SPACE AT LEAST 12 INCHES IN ITS LEAST DIMENSION AND 50 ARRANGED AITHOUT OBSTRUCTIONS AS TO MAKE SUCH CONNECTIONS READILY ACCESSIBLE FOR INSPECTION AND REPAIR. PROVIDED HOWEVER, THAT CONCEALED FIXTURE CONNECTIONS OF DRAWN 5RA55 TU51N6 NOT LE55 THAN 17 545 GAUGE AND MADE WITHOUT SLIP JOINTS NEED NOT BE PROVIDED WITH ACCESS PANELS. B. CONTINUOUS AA5TE5 AND FIXTURE TAILPIE6E5 SHALL BE CONSTRUCTED FROM MATERIAL5'5PEGIFIED IN SECTION 401 OF THE UNIFORM PLUMBING CODE FOR DRAINAGE PIPIN6, PROVIDED, HOWEVER, THAT SUCH CONNECTIONS AHERE EXPOSED OR ACCESSIBLE MAY BE OF SEAMLESS DRAWN BRASS NOT LE55 THAN NO. 20 545 GAUGE IN THICKNESS. EACH TAILPIECE, CONTINUOUS WASTE OR HASTE AND OVERFLOW SHALL NOT BE LESS THAN L-L/2 INCHES O.D. FOR SINKS, DISHWA5HERS, LAUNDRY TUBS, BATHTUBS AND. URINALS AND SIMILAR FIXTURES, AND NOT LESS THAN 1-1/4 INCHES FOR LAVATORIES, DRINKIN6 FOUNTAINS AND 51MILAR SMALL FIXTURES. C. APPROVED "AYE" OR OTHER DIREGTIONAL'TYPE BRANCH FITTIN65 SHALL BE: INSTALLED IN ALL CONTINUOUS AASTES CONNECTING OR RECEIVING THE DI5CHAR6E FROM FOOD WA5EE D15P05AL UNITS, D15HAASHEIRS, CLOTHES-AASHERS OR OTHER FORCE DI5CHAR6E FIXTURES OR APPLIANCES. NO DISHAA5HER DRAIN SHALL BE CONNECTED TO A SINK TAILPIECE, CONTINUOUS WASTE OR TRAP ON THE D15GHAR6E SIDE OF A FOOD WATTE DISPOSAL UNIT. 5. INSTALLATION A. PLUMBIN6 FIXTURES SHALL BE INSTALLED IN A MANNER TO AFFORD EASY ACCESS FOR REPAIRS AND CLEANING. WHERE PRACTICAL, ALL PIPES FROM FIXTURES SHALL BE RUN TO THE NEAREST HALL. B. AHERE A FIXTURE COMES IN CONTACT AITH THE WALL OR FLOOR, THE JOINT BETAEEN THE FIXTURE AND THE HALL OR FLOOR SHALL BE MADE WATERTIGHT. C. FLOOR OUTLET OR FLOOR MOUNTED FIXTURES SHALL BE RI&1DLY SECURED TO THE VRAINAGE CONNECTION AND TO THE FLOOR WHEN 5O VE516NED, BY 50REW5 OR BOLTS OF COPPER, BRASS OR EQUALLY CORRO51ON MATERIAL. D. WALL -HUNG FIXTURES SHALL BE RIGIDLY SUPPORTED BY METAL SUPPORTIN6 MEMBER5 50 THAT NO STRAIN 15 TRANSMITTED TO THE CONNECTIONS. FLUSH TANKS AND 51MILAR APPURTENANCES SHALL BE SECURED BY APPROVED NON -CORROSIVE SCREAS OR BOLTS. E. FIXTURES SHALL BE SET LEVEL AND IN PROPER ALI&LAMENT AITH REFERENCE TO ADJACENT HALLS. NO WATER CLOSET OR BIDET SHALL BE SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE HALL OR OBSTRUCTION NOR CLOSER THAN 50 INCHES CENTER TO CENTER TO ANY 51MILAR FIXTURE. NO URINAL SHALL BESET OL05ER THAN 12 INCHES FROM ITS CENTER TO ANY 51DE WALL OR PARTITION NOR CLOSER THAN 24 INCHES CENTER TO CENTER. F. THE SUPPLY LINES OR FITTIN65 FOR EVERY PLUMBING FIXTURE SHALL BE 50 INSTALLED AS TO PREVENT BACKFLOA. 4. 5HOAER5 A. FLOOR DRAINS SHALL BE CONSIDERED PLUMBIN6 FIXTURES AND EACH SUCH DRAIN SHALL BE PROVIDED AITH AN APPROVED TYPE STRAINER HAVIN6 A WATERAA't' EQUIVALENT TO THE AREA OF THE TAILPIECE. FLOOR DRAINS, FLOOR RECEPTORS AND SHOWER DRAINS SHALL BE OF AN APPROVED TYPE, SUITABLY FLANGED TO .PROVIDE A AATERTI&HT JOINT IN THE FLOOR. ALL SHOWER LINING MATERIALS SHALL CONFORM TO APPROVED STANDARDS OF ACCEPTANCE TO THE BUILDING DEPARTMENT. 1. 6ENERAL A. ROUGHING -IN SHALL BE COMPLETED, TESTED AND APPROVED BEFORE CL051N&-IN WITH OTHER WORK. B. OPENING IN PIPES, DRAINS AND FITTIN65 SHALL BE KEPT COVERED DURING CONSTRUCTION. G. COPPER PIPIN6 SHALL BE FULLY 5AEATED TO FITTIN65. D. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE. E. PROVIDE A COLD RATER LINE IN A RECESSED BOX WITH SHUT-OFF VALVE. F. PROVIDE AND INSTALL HOT AND GOLD WATER HOOK-UPS IN RECESSED BOX WITH SHUT-OFF VALVES AT WASHER SPACE. 6. ALL PIPIN6 LOCATED IN FIRE/SOUND RATED WALL ASSEMBLIES SHALL BE ISOLATED FROM THE STRUCTURE AND AT ALL PENETRATIONS WITH FIBER PAPPINC7 OR ELASTIC CAULKING. H. TEST PLUMBING, DRAINAGE, AND VENTILATION 5Y5TEM5 PRIOR TO BUILDING? DEPARTMENT INSPECTION. LOCATE AND CORRECT ANY LEAKS AND RETEST AS REQUIRED. 1. FIXTURE INLETS AND OUTLETS WITH HOSE ATTACHMENTS WHICH MAY CONSTITUTE A GR055-CONNECTION SHALL BE PROTECTED BY AN APPROVED NONREMOVABLE TYPE BACKFLOA PREVENTION DEVICE OR BY AN APPROVED VACUUM BREAKER INSTALLED AT LEAST 6 INCHES ABOVE THE H16HE5T POINT OF U5A6E AND LOCATED ON THE D150HARGE 51DE OF THE LA5T VALVE. FIXTURES AITH INTEGRAL VACUUM BREAKERS MANUFACTURED AS A UNIT MAY BE INSTALLED IN ACCORDANCE WITH THEIR APPROVAL REQUIREMENTS. H05E BIBBS OTHER THAN TH05E MENTIONED AND LAWN HYDRANT5 SHALL BE PROTECTED BY AN APPROVED NON -REMOVABLE TYPE BACKFLOA PREVENTION DEVICE. 2. INSTALLATION, INSPECTION, AND TESTING A. ALL RATER PIPING SHALL BE ADEQUATELY SUPPORTED TO THE SATISFACTION OF THE BUILDING DEPARTMENT. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE OR TUBE. CHAN&E5 IN DIRECTION SHALL BE MADE BY THE APPROPRIATE USE OF FITTINGS, EXCEPT THAT CHANGE5 IN DIRECTION IN COPPER TUBING MAY BE MADE AITH $ENDS PROVIDED THAT SUCH BENDS ARE MADE AITH BENDING EQUIPMENT THAT DOES NOT DEFORM OR CREATE A L055 IN CROSS SECTIONAL AREA OF THE TUBING. PROVISIONS 5HALL BE MADE FOR EXPANSION IN HOT RATER PIPING. ALL PIPING, EQUIPMENT, APPURTENANCES AND DEVICES SHALL BE INSTALLED IN A AORKMAN-LIKE MANNER IN CONFORMITY WITH THE PROVISIONS AND INTENT OF THE UNIFORM PLUMBING CODE. ALL WATER SERVICE YARD PIPING SHALL BE AT LEAST 12 INCHES $ELOA THE AVERAGE LOCAL FROST DEPTH. THE MINIMUM COVER SHALL BE 12 INCHES BELOW FIN15H 6RADE. B. RATER PIPES SHALL NOT BE RUN OR LAID IN THE SAME TRENCH AS BUILDING SEWER OR DRAINAGE PIPING CONSTRUCTED OF CLAY OR MATERIALS WHICH ARE NOT APPROVED FOR USE WITHIN A 5UILDIN6 UNLE55 BOTH OF THE FOLLONIN6 GONDITION5 ARE MET: 1. THE BOTTOM OF THE RATER PIPE, AT ALL POINTS, SHALL BE AT LEAST 12 INCHES ABOVE THE TOP OF THE 5EAER LINE. 2. THE RATER PIPE SHALL BE PLACED ON A SOLID SHELF EXCAVATED AT ONE SIDE OF THE COMMON TRENCH. C. AATER PIPIN6 INSTALLED AITHIN A BUILDING AND IN OR UNDER A CONCRETE FLOOR SLAB RE5TIN6 ON THE GROUND SHALL BE INSTALLED IN ACCORDANCE AITH THE FOLLOAIN& REQUIREMENTS: 1. FERROUS PIPING SHALL HAVE A PROTECTIVE COATIN6 OF AN APPROVED TYPE, MACHINE APPLIED AND CONFORMING TO RECOGNIZED STANDARDS. FIELD WRAPPING SHALL PROVIDE EQUIVALENT PROTECTION AND 15 RESTRICTED TO THOSE SHORT 5ECTION5 AND FITTIN65 NECE55ARILY STRIPPED FOR THREADING. ZING COATIN6 (6ALVANIZING) SHALL NOT BE DEEMED ADEQUATE PROTECTION FOR PIPING OF FITTIN65. APPROVED NON-FERROUS PIPIN6 NEED NOT BE ARAPPED. 2. COPPER TU5IN6 SHALL BE INSTALLED AITHOUT JOINTS AHERE POSSIBLE. WHERE JOINTS ARE PERMITTED, THEY SHALL BE BRAZED AND FITTIN65 SHALL BE AROU6HT COPPER. ALL JOINT5 SHALL BE ABOVE &RAVE. D. NO RATER SUPPLY SYSTEM OR PORTION THEREOF SHALL BE COVERED OR CONCEALED UNTIL IT FIRST HAS BEEN TESTED, INSPECTED, AND APPROVED. E. WATER PIPING SHALL BE TESTED AND APPROVED A5 PROVIDED IN THE UNIFORM PLUM5IN6 CODE, SECTION 516. F. UNIONS SHALL BE INSTALLED 1N THE WATER SUPPLY PIPIN6 AITHIN 12 INCHES OF REGULATING EQUIPMENT, WATER HEATIN6, CONDITIONING TANKS, AND SIMILAR EQUIPMENT WHICH MAY REQUIRE SERVICE BY REMOVAL OR REPLACEMENT IN A MANNER WHICH RILL FACILITATE ITS READY REMOVAL. SERER L. THE BUILDING SERER, BE6INNIN& 2 FEET FROM ANY BUILDING OR STRUCTURE, SHALL BE OF SUCH MATERIALS AS MAY BE APPROVED BY THE BUILDIN6 DEPARTMENT UNDER THE APPROVAL PROCEDURES SET FORTH IN CHAPTER 2 OF THE UNIFORM PLUMBIN6 CODE. 2. JOININ6 METHODS AND MATERIALS SHALL BE AS PRESCRIBED IN CHAPTER 8 OF THE UNIFORM PLUMBIN6 CODE. 5. BUILDING SEWERS SHALL BE RUN IN PRACTICAL ALIGNMENT AND AT A UNIFORM SLOPE OF NOT LESS THAN L/4 INCH PER FOOT TOWARD THE POINT OF DISPOSAL. 4. BUILDIN6 SERER PIPIN6 SHALL BE LAID ON A FIRM BED THROU&HOUT ITS ENTIRE LENGTH, AND ANY SUCH PIPIN6 LAID IN MADE OR FILLED IN &ROUND SHALL BE LAID ON A BED OF APPROVED MATERIALS AND SHALL BE ADEQUATELY SUPPORTED TO THE SATISFACTION OF THE BUILDIN6 DEPARTMENT. 5. NO BUILDING SERER OR OTHER DRAINAGE PIPIN6 OR PART THEREOF, WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN TH05E APPROVED FOR USE UNDER OR WITHIN A 5UILDIN6, SHALL BE INSTALLED UNDER OR AITHIN 2 FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NOR LESS THAN I FOOT BELOW THE SURFACE OF THE 6ROUND. THE PROVISIONS OF THIS SUBSECTION INCLUDE STRUCTURE-5 SUCH AS PORCHES AND STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED PORTE COCHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, COVERED DRIVEWAYS, AND 51MILAR STRUCTURES OR APPURTENANCES. WATER HEATER 1. COMPARTMENT DIMENSION SHALL HAVE MINIMUM 5 INCHES CLEAR ON ALL SIDES FROM THE WATER HEATER. MAINTAIN 6 INCHES CLEAR FROM THE RATER HEATER TO THE COMBUSTION AIR SUPPLY OUTLET. 2. COMBUSTION AIR A. COMBUSTION AIR TAKEN FROM LOUVERS LOCATED IN THE COMPARTMENT ACCESS DOOR: PROVIDE I SQUARE INCH FOR EACH 1,000 B.T.U.'S PER HOUR OF FUEL INPUT WITH A MINIMUM IOO SQUARE INCHES TOTAL, 50 PERCENT WITHIN I2 INCHES OF GEILIN6 AND 50 PERCENT AT THE FLOOR. B. COMBUSTION AIR TAKEN FROM ATTIC SPACE OR DUCTED OUTSIDE AIR: PROVIDE 150UARE INCH FOR EACH I,000 B.T.U.'S PER HOUR OF FUEL INPUT W1TH A MINIMUM 100 SQUARE INCHES TOTAL, 50 PERCENT AITHIN 12 INCHES OF CEILING AND 50 PERCENT AT THE FLOOR. PROVIDE AND INSTALL SEPARATE H16H AND LOA DUCT WORK AS REQUIRED. DUCTS SHALL BE 26 CA. 6.1. 50REENEV SLEEVES AND EXTENDING 6 INCHES ABOVE J015T AHEN TERMINATIN6 IN ATTIC AREAS. 5. WATER HEATER 15 TO BE OF AN APPROVED TYPE AS APPROVED BY THE CALIFORNIA ENERGY COMMISSION. 4. PROVIDE AND INSTALL A TEMPERATURE AND PRESSURE RELIEF VALVE ON THE WATER HEATER AND DRAIN IN AN APPROVED MANNER. 5. STORAGE TYPE WATER HEATERS AND 5TORAGE BACK-UP TANKS FOR SOLAR RATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED AITH INSULATION OF R-12 OR GREATER. 6. WATER HEATERS WITHOUT RIGID PIPING CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT. RESIDENTIAL HVAC SYSTEMS 1. SPACE CONDITIONING EQUIPMENT SHALL BE OF AN APPROVED TYPE AS APPROVED BY THE CALIFORNIA ENERGY COMMISSION. 2. COMPARTMENT DIMENSION SHALL HAVE MINIMUM 6 INCHES CLEAR ON ALL 51DES FROM THE FURNACE. MAINTAIN 6 INCHES CLEAR FROM THE FURNACE TO THE COMBUSTION AIR SUPPLY OUTLET. 5. A HARM -AIR FURNACE INSTALLED IN AN ATTIC OR A FURRED SPACE LESS THAN 5 FEET IN HEIGHT AT THE FURNACE LOCATION SHALL BE LISTED FOR INSTALLATION IN SUCH AREA AND FOR USE ON COMBUSTIBLE FLOORING, CLEARANCES OF A WARM -AIR ATTIC FURNACE FROM COMBUSTIBLES SHALL BE AS SPECIFIED IN THE LATEST EDITION OF THE UNIFORM MECHANICAL CODE. AN ATTIC OR FURRED SPACE IN WHICH A HARM -AIR 15 INSTALLED SHALL BE ACCE551BLE BY AN OPENING AND PA55A6EAAY AS LARGE AS THE LAR6EST PIECE OF THE FURNACE AND IN NO CASE LESS THAN 50 INCHES BY 50 INCHES CONTINUOUS FROM THE OPENING TO THE FURNACE AND ITS CONTROLS. THE DISTANCE FROM THE PASSAGEWAY ACCESS TO FURNACE SHALL NOT EXCEED 20 FEET MEASURED ALONG THE CENTER LINE OF THE PA5SAGEWAY. THE PA55A6EWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES WIDE FROM THE ENTRANCE OPENIN6 TO THE FURNACE. A LEVEL AORKIN6 PLATFORM NOT LESS THAN 50 INCHES IN DEPTH SHALL BE PROVIDED IN FRONT OF THE ENTIRE FIREBOX SIDE OF THE HARM -AIR FURNACE, AND IF THE FURNACE TEMPERATURE -LIMIT CONTROL, AIR FILTER, FUEL -CONTROL VALVE, VENT COLLAR OR AIR -HANDLING UNIT 15 NOT 5ERVICEA51-E FROM THE FIREBOX 51VE OF THE FURNACE, A CONTINUOUS FLOOR NOT LE55 THAN 24 INCHES IN A112TH SHALL BE PROVIDED FROM THE PLATFORM IN OF THE FIREBOX SIDE OF THE FURNACE TO AND IN FRONT OF THIS EQUIPMENT. A PERMANENT ELECTRIC OUTLET AND LI&HTIN6 FIXTURE CONTROLLED BY A 5AITCH LOCATED AT THE REQUIRED PA55A6EWAY OPENING SHALL BE PROVIDED AT OR NEAR THE FURNACE. 4. COMBUSTION AIR A. COMBUSTION AIR TAKEN FROM LOUVERS LOCATED IN THE COMPARTMENT ACCE55 DOOR: PROVIDE I SQUARE INCH FOR EACH 1,000 B.T.U.'5 PER HOUR OF FUEL INPUT WITH A MINIMUM 100 SQUARE INCHES TOTAL, 50 PERCENT AITHIN 12 INCHES OF CO L I N& AND 50 PERCENT AT THE FLOOR. B. COMBUSTION AIR TAKEN FROM ATTIC, SPACE OR DUCTED OUT51PE AIR: PROVIDE I SQUARE INCH FOR EACH 1,000 B.T.U.'5 PER HOUR OF FUEL INPUT AITH A MINIMUM 100 SQUARE INCHES TOTAL, 50 PERCENT AITHIN 12 INCHES OF CEILING AND 50 PERCENT AT THE FLOOR. PROVIDE AND INSTALL SEPARATE HI&H AND LOA DUCT WORK AS REQUIRED. DUCTS SHALL BE 26 &A. &.1. 5GREENED SLEEVES AND EXTENDING 6 INCHES ABOVE JOIST AHEN TERMINATING IN ATTIC, AREAS. 5. THE MINIMUM UNOBSTRUCTED TOTAL AREA OF THE CIRGULATIN& AIR OPENIN&S OR DUCTS TO A BLOWER -TYPE HARM -AIR FURNACE 5HALL BE NOT LE55 THAN 2 50UARE INCHES PER 1,000 B.T.U. PER HOUR APPROVED OUTPUT RATIN6 OR BONNET CAPACITY OF THE FURNACE: THE TOTAL AREA OF THE CIRGULATIO6-AIR OPENING OR DUCTS NEED NOT BE LAR&ER THAN THE MINIMUM INDICATED BY THE CONDITIONS OF LISTIN& OF THE FURNACE. . 6. BATH EXHAUST FANS SHALL PROVIDE A MINIMUM FIVE COMPLETE AIR CHAN6E5 PER HOUR. TERMINATE DUCT TO THE EXTERIOR WITH A WEATHER GAP AND BACKDRAFT DAMPER. "1. PROVIDE AND INSTALL A MINIMUM 4 INCH DIAMETER MOISTURE DUCT FOR THE CLOTHES DRYER. THE MAXIMUM RUN SHALL BE 14 FEET AITH NOT MORE THAN TAO qO DE&REE BEND5 AND SHALL TERMINATE AT THE EXTERIOR AITH A WEATHER CAP AND BAGKVRAFT DAMPER. 8. THERMOSTATICALLY CONTROLLED HEATIN& AND/OR COOLING SYSTEMS, EXCEPT FOR HEAT PUMPS, SHALL HAVE AN AUTOMATIC THERMOSTAT AITH A CLOCK MECHAN15M WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THF-RM05TAT SET POINTS FOR AT LEAST TAO PERIODS AITHIN A 24 HOUR PERIOD. AIR HANDLING RESIDENTIAL EXHAUST FANS 1. EXHAUST FANS LOCATED IN HABITABLE ROOMS SHALL BE CAPABLE OF PROVIDING TAO COMPLETE AIR CHANGES PER HOUR AITH ONE -FIFTH OF THE AIR SUPPLY TAKEN FROM THE EXTERIOR. 2. EXHAUST FANS LOCATED IN BATHROOMS, RATER OL05ET COMPARTMENTS, LAUNDRY ROOMS, AND 51MILAR ROOMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE AIR AND BE CAPABLE OF PROVIVIN6 FIVE COMPLETE AIR GHAN6ES PER HOUR. 5. TERMINATE EXHAUST DUCTS AT THE EXTERIOR WITH A WEATHERCAP AND BACK -DRAFT DAMPER. • ARCHITECTURE • PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 la rry0poindexterconsu Iti ng.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS. AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: SEAL: SPECIFICATIONS PROJECT NUMBER: 05014 DRAWN BY: I.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 � v SCALE: N/A GENERAL APPLICABLE U.B.G. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I. THESE GENERAL NOTES UNLE55 OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 2. UNIFORM BUILDING CODE, APPLICABLE EDITION. 3. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND RE6ULATIONS ARCHITECTURAL ERROR AND OMISSIONS. SUBCONTRACTOR SHALL PROMPTLY NOTIFY CONTRACTOR, AND CONTRACTOR SHALL NOTIFY BUILDER, OF ANY ERROR, OMISSIONS, OR DISCREPANCIES IN THE PLANS AND/OR SPECIFICATIONS, SO BUILDER CAN RECTIFY CORRECTIONS OR OMISSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB 51TE PRIOR TO COMMENGIN6 WORK. (NOTED DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DIMENSIONS) A. THE CONTRACTOR SHALL NOTIFY THE BUILDER, IN RITING, OF ANY ERRORS, D15CREPANGIE5 OR OMISSIONS IN THE ARCHITECTURAL DRAHIN65 AND SPECIFICATIONS. B. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RE5ULT5 OF ANY ERRORS, DISCREPANCIES OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT OR BEFORE CONSTRUCTION AND/OF FABRICATION OF THE WORK. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED TO BUILDER AND/OR ARCHITECT PRIOR TO FABRICATION OF AND COMPONENTS. DRAWINGS SHALL BE TO SCALE AND COMPLETELY DIMENSIONED AND NOTED TO REFLECT THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL LOCAL. STATE AND FEDERAL CODES AND ORDINANCES. STRUCTURAL EN6INEERIN6: I. REFER TO CALCULATION FOR ANY QUESTION REGARDING LUMBER GRADES, BEAM AND HEADER SIZES, FOOTINGS, AND SHEAR REQUIREMENTS. SOILS EN6}NEERING: 1. REFER TO SOILS REPORT FOR ANY QUESTION RE&ARDIN& 501L REQUIREMENTS AND PREPARATION. 2. TYPE OF 501L AND BEARING VALUE SUBJECT TO BUILDING INSPECTOR APPROVAL. MISCELLANEOUS. 1. PROVIDE 4" VIA. DRYER VENT TO OUTSIDE AIR PER MANUFACTURER'S APPROVED SPECIFICATIONS. 2. PROVIDE 5ACKIN6 FOR MEDICINE CABINETS AT +10 1/2" FROM FINISH FLOOR. TOILET PAPER HOLDERS AT = IS" FROM FIN15H FLOOR. TOWEL BARS AT =45" FROM FINISH FLOOR, AL50 AT PATIO BAR BRACKETS, AARDROBE DOORS, HEADS AND JAM55, AT END OF ALL CABINETS AND OTHER 51MILAR FINISH APPLIED ITEMS. S. ALL RESAAN LUMBER SHALL BE CUT FROM ROUGH SAAN LUMBER TO NOMINAL SIZES. 4. ALL FRAMIN6 HARDWARE SHALL BE 51MP50N "5TRON6-TIE" CONNECTORS OR APPROVED EQUAL. ALL SUBSTITUTES SHALL BEAR 1.G.B.O. APPROVAL AND SHALL BE APPROVED IN WRITING BY THE OWNER PRIOR TO INSTALLATION. CONCRETE (SEE ALSO STRUCTRAL NOTES SHEET) I. ALL POURED -IN -PLACE CONCRETE SHALL HAVE ULTIMATE COMPRESSIVE STREN6TH OF 2000 P51 AT 28 DAYS, UNLESS NOTED. CEMENT TO BE TYPE V FROM TESTED STOCK PER ASTM 0-150. 2. CONCRETE FORM TOLERANCES SHALL BE ITHIN THE STANDARDS SET BY THE AMERIGAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, DONELS AND OTHER INSERTS SHALL BE SECURED IN P051TION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT. INSPECTOR PRIOR TO THE POURIN6 OF AND CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED 1N STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PRAAIN65 FOR LOCATIONS. 51 ALL CONDUIT IN CONCRETE AALL5 TO BE A1REP TO HALL REINFORCIN& AND SHALL BE APPROVED BY THE EN&INFER, 6. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACIN6 REINFORCING STEEL. 1. CONCRETE .FLOOR SLAB VARIATION FROM LEVEL TO I/S" IN TEN FEET MAXIMUM. METALS (SEE ALSO STRUCTUAL NOTES SHEET) REINFORCIN& STEEL I. BAR ENFORCEMENT SHALL BE: ASTM A615, 6RADE 40. 2. WELDED AIRE FABRIC SHALL CONFORM TO ASTM A155, 3. LAPS AT BAR SPLICES SHALL BE 36 BAR DIAMETER OR 12" MINIMUM FOR CONCRETE AND 40 BAR DIAMETER OR IS" MINIMUM FOR MASONRY. 4. ERTICAL BARS IN WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF NALL, UNLE55 OTHERINISE NOTED ON DETAILS, AND SHALL BE TIED IN P051TION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDIN6 IQ2 BAR DIAMETER. 5. REINFORCING DETAILIN6, BENDIN6 AND PLACING SHALL BE IN ACCORDANCE INITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 6. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOININ6 AMOUNTS OF CONCRETE COVER. A FOOTINGS (CONCRETE DEPOSITED A&AINST EARTH) - 3" B CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR HEATHER - 2". C COLUMN REINFORCING (INCLUDING COLUMN TIES) D BEAMS AND GIRDERS E SLABS (011 OR SMALLER) - 5/41'. 'T. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN P051TION PRIOR TO PLACING CONCRETE OR GROUT. ,5. DOAELS BETWEEN FOOTINGS AND AALL5 SHALL BE THE SAME 6RADE SIZE AND SPACIN6 AS VERTICAL WALL REINFORCING. cl. UNLE55 OTHERWISE NOTED IN DETAILS, FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE, 10. COLUMN SPIRALS SHALL BE HOT -ROLLED BARS HAVING A MINIMUM F'y =60K51. 11. TIE ANCHORAGE FOR TIED COLUMNS SHALL CON515T OF A MINIMUM 155 DE6. HOOK KITH A b BAR DIAMETER OR MINIMUM 4" EXTENSION. M015TUFZE PROTECTION 1. (R=11) INSULATION SHALL BE INSTALLED IN ALL EXTERIOR WALLS, WALLS BETWEEN LIVIN6 SPACE AND UNHEATED AREAS, (6ARAGE, STORAGE ROOM, ETC) BETWEEN JAM55 AND FRAMING, KNEE HALLS ADJACENT TO ATTIC, AND HALLS ENGLOSIN6 MECHANICAL EQUIPMENT. 2. (R.=30) INSULATION SHALL BE INSTALLED BETWEEN RAFTER JO15TS, CEILIN6 JOIST (LEAVE OPEN SPACE FOR VENTILATION) AND BETWEEN FLOOR JOIST ADJACENT TO UNHEATED AREAS. 3. INSULATION TO BE A MINERAL FIBER FULL THICK BATS, TO BE PLACED TO THE IN51DE FACE (HALLS, CEILIN6 OR FLOOR SIDE THAT 15 HARM IN THE WINTER). 4. BUILDER AND/OR INSULATION INSTALLER SHALL PROVIDE A "CERTIFICATE OF INSTALLATION" AND POST IN THE BUILDING IN A CONSPICUOUS LOCATION. FLASHIN& 1. ALL FLA5HIN6, COUNTERFLA5HIN6, AND COPING AHEN OF METAL SHALL BE OF NOT LE55 THAN NO. 26 U.S. GAUGE CORROSION -RESISTANT METAL. 2. FLASH AND COUNTERFLASH AT ALL ROOF TO HALL CONDITIONS. 6.1. FLASH AND CAULK ROOD BEAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR AALL5 OR ROOF SURFACES. 3. FLASH ALL EXTERIOR OPENINGS AITH APPROVED WATERPROOFING, AHIGH CONFORMS TO STANDARD OF LOCAL AND STATE CODES. ROOF VALLEY FLASHIN& SHALL BE PROVIDED ON NOT LESS THAN NO. 28 6ALVANIZED SHEET GAUGE CORROSION-RE5ISTANT METAL AND SHALL EXTEND AT LEAST S INCHES FROM THE CENTER LINE EACH NAY, AND SHALL HAVE A SPLASH DIVERTER RIB NOT LESS THAN 5/4 INCH HIGH AT THE FLON LINE FORMED AS PART OF THE FLASHIN6. SECTIONS OF FLASHIN6 SHALL HAVE AND END LAP OF NOT LE55 THAN 4 INCHES. MOISTURE BARRIER 1. PROVIDE ONE (1) LAYER 15 POUND ASPHALT SATURATED FELT MINIMUM UNDER ALL EXTERIOR FINISHES. MATERIALS 1. ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE APPLICABLE EDITION, STATE AND LOCAL CODES. ROOFIN6 TILE (IF APPLICABLE TO PROJECT) 1. TILE COLOR AND PATTERN SHALL BE SELECTED BY OWNER UNLESS SPECIFIED ON ROOF PLAN. 2. TILES SHALL BE LAID AITH A 51DE LAP OF ONE-HALF THE NIDTH OF TILE. 3. TILE TO BE INSTALLED OVER SOLID SHEATHING AND ONE. (1) LAYER OF 50-POUND ORGANIC FIBER FELT OR APPROVED EQUAL. 4. PITCH OF 2 1/2. 12 TO 5 5/4:12 THE FIELD TILE TO HAVE A 3-INCH MINIMUM HEADLAP. PITCH OF 5 3/4:12 TO 12:12 AND STEEPER SHALL HAVE A 2-INCH MINIMUM HEADLAP. 5. PITCH OF -7:12 TO 12:12 AND STEEPER SHALL HAVE BATTEN BOARDS OR FURRING STRIPS (NORMAL I"x 2") FOR EVERY COURSE OF TILE. BATTEN BOARDS OR FURRIN& STRIPS TO BE APPLIED OVER 50-POUND FELT AND SOLID SHEATHiN&. 6. NAILS FOR INDIVIDUAL TILE UNITS SHALL BE CORROSION -RESISTANT, 6ALVANIZED, COPPER OR STAINLESS STEEL OF SUFFICIENT LEN6TH TO PENETRATE THE SPACE OF 50LID 5HEATHIN6 A MINIMUM OF 5/4 INCH. E16HT PENNY NAILS ARE REQUIRED AHEN TILES ARE PLACED ON BATTENS OR FURRIN& STRIPS. AHEN TILES ARE APPLIED ON SOLID 5HEATHIN6 NITHOUT BATTENS OR FURRING STRIPS, TEN PENNY NAILS ARE REQUIRED. RIDGE AND HIP TILES CAN BE FASTENED BY MEANS OF 14 6AU&E CORROSION-RE515TANT HIRE LACED THROUGH THE HOLES AND SECURELY ANCHORED TO NAIL HEADS. AS AN ALTERNATE, CORROSION RE515TANT NAILS 6" LON6 OR LONGER (KNOWN AS STAN NAILS) CAN BE USED. "t. FLA5HIN6 - AS A &ENERAL RULE ONLY FLEXIBLE FLASHIN6 15 TO BE USED IN ORDER TO INSURE AGAINST UNDUE SEPARATION BETWEEN TILES ON ACCOUNT OF R1611:11TY OF THE FLASHIN& MATERIAL. FLASHIN& AROUND PIPES, VENTS, FLUES, CHIMNEYS, ETC. SHOULD BE LEAD, COPPER OR OTHER APPROVED FLEXIBLE FLASHIN6 MATERIAL. LONG RUNS OF FLASH -IN& AT PARAPET AALL5, COPIN65, ETCH., INHERE ROOF TILES COME TO AN ABRUPT TERMINATION CAN BE OF PROPERLY FORMED R161D MATERIAL, SUCH AS 6ALVANIZED SHEET METAL. PROVIDING THAT BREAKS AND BENDS OFFER SUFFICIENT COVERAGE AND ADEQUATE DRAINAGE. VALLEYS SHOULD BE NO LE55 THAN 24 INCHES INIDE 6ALVANIZED "A" SHEET METAL. 5. MORTAR SHOULD BE USED SPARIN&LY AND .ONLY TO PROVIDE PROPER BEDDING FOR TILES IN SPECIAL SITUATIONS. THE INTERLOGKIN6 JOINTS BETINEEN FIELD TILES AND JOINTS BETWEEN RIDE, HIP AND RAKE TILES SHOULD "NEVER" BE MORTARED. MORTAR BED IS REQUIRED ON RIDEE, HIPS AND ON &ABLE ENDS WHEN RAKE TILES ARE NOT USED. MORTAR SHALL HAVE A COLOR COORDINATED PIGMENT TO MATCH TILE. SUCH P16MENTS ARE AVAILABLE PRE-PACKA6ED FOR USE BY ROOFERS IN THE FIELD, THE CONTENTS OF THE BAG SHOULD BE MIXED, ONE BA6 OF P16MENT TO ONE BA6 OF PORTLAND CEMENT AND THREE (5) CUBIC FEET OF SAND, KITH WATER AS REQUIRED. Q. ALL FLA5HIN6, PIPES, ETC., SHALL BE PAINTED INITH COLOR MATCHED ACRYLIC PAINT. THE UNDERSIDE TILES AT EAVES, ETC. CAN BE PAINTED. sanw-m 6YP5UM WALLBOARD INSTALLATION I. ALL 6YP5UM WALLBOARD SHELL BE INSTALLED IN ACCORDANCE AITH THE PROVISIONS OF THE U.B.G. APPLICABLE EDITION, STATE AND LOCAL CODES. 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION 15 PROVIDED. 5. ALL ED6E5 AND ENDS OF 6YP5UM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXGEPT THOSE ED6E5 AND ENDS WHICH ARE PERPENDICULAR TO THE FRAMIN6 MEMBERS. ALL EDGES AND ENDS OF 6YP5UM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES AHERE FIRE-RE515TIVE CONSTRUCTION OR DIAPHRAGM ACTION 15 NOT REQUIRED. 4. THE SIZE AND SPACING OF FASTENERS SHALL COMPLY KITH U.B.C. APPLICABLE EDITION, STATE AND LOCAL CODES. FASTENERS SHALL BE SPACED NOT LESS THAN 3/S INCH FROM ED6E5 OF GYPSUM WALLBOARD. FASTENERS AT THE TOP AND BOTTOM PLATES OF VERTICAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON 5HEAR-RE515TIN6 ELEMENTS, OR FIRE-RE515TIVE A55EM5LIE5. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD. ALL ROU6115AAN AND RESANN ALL ROU6H5AA1st AND RESAAN SURFACES TO RECEIVE STAIN. NO NOT PRIME OR PAINT UNLESS OTHERNISE NOTED ON PLANS. MECHANICAL (CURRENT U.M.C) GAS PIPING MATERIALS: 1. ALL PIPE USED FOR THE INSTALLATION OF ANY 6A5 PIPIN6 SHALL BE STANDARD NE16HT AROU&HT IRON OR STEEL (6ALVANIZED OR BLACK), YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE ("75) PERCENT COPPER), OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OR IRON PIPE SIZE. 2. ALL FITTIN65 USED IN CONNECTION N1TH THE ABOVE PIPIN6 SHALL BE OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY FIVE (15) PER CENT COPPER). 3. PLASTIC, GAS LINES UNDER GROUND SHALL HAVE TRACER HIRE. iNATER PIPIN6 MATERIALS: 1. COPPER TUBE FOR RATER PIPING SHALL HAVE A HEIGHT OF NOT LF-55 THAN THAT OF COPPER RATER TUBE TYPE L. EXCEPTION: TYPE M COPPER TUBING MAY BE USED FOR RATER PIPIN6 AHEN PIPIN6 15 ABOVE 6ROUND, AND THE NORMAL MAXIMUM PRESSURE DOES NOT EXCEED 100 P51. WASTE PIPIN6 MATERIALS: 1. ALL AASTE PIPIN6 WHICH PENETRATES AALL5 WITH I HOUR FIRE - RESISTIVE MATERIALS APPLIED SHALL BE CAST IRON OR OTHER NON- COMBUSTIBLE PIPIN6 MATERIAL APPROVED BY THE UNIFORM BUILDIN6 CODE APPLICABLE EDITION, STATE AND LOCAL GOI?ES. 2. PROVIDE 2" TRAP FOR RASHER IN HALL. 3. PROVIDE SOLID, I PIECE, WASTE TRAP AND VENT FOR ALL TUBS (NO SLIP JOINT) ACCESS PANEL MAY BE OMITTED. 4. RAPID FIT HASTE AND OVERFLOA FITTING SHALL BE USED IN LIEU OF ACOF55 PANEL AS PER I.A.P.M.O. FILE NO. aa6. 5. VERTICAL DRAIN LINES FROM ALL FLOORS ABOVE FIRST FLOOR SHALL BE CAST IRON. RATER HEATER: 1. NON -RIGID HATER CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT 2. GAS FIRED HATER HEATER REQUIRES 50 50. INCH COMBUSTION Alp, OPENIN& AITHIN 12" OF CEILIN6 AND 50 50. INCHES WITHIN 12" OF FLOOR AND A COMPARTMENT DOOR 24" (MIN) WIDE. 3. WATER HEATER SHALL BE PROVIDED AITH PRESSURE TEMPERATURE RELIEF VALVE AITH DRAIN OUTSIDE OR GARAGE FLOOR. HEATING: 1. SEE HEATIN6 LAY -OUTS FOR 51ZE AND LOCATION OF F.A.U. DUCTS, RE6,15TERS, COMBUSTION AIR AND RETURN AIR GRILLS. 2. F.A.U. SYSTEM SHALL BE THERM05TATICALLY CONTROLLED AND PROPERLY 51ZED KITH RE6ARDS TO THE STATE ENERGY ORDINANCE STANDARDS. 3. COMPARTMENT DIMENSIONS MUST 61VE 5" MINIMUM CLEARANCE ON SIDES BACK AND 6" MINIMUM IN FRONT CLEAR TO COMBUSTION AIR INTAKE. 4. PROVIDE SEPARATE DUCTS FOR UPPER AND LONER COMBUSTION AIR SUPPLY OPENINGS LOCATED KITH 12" OF CEILING AND FLOOR OF COMPARTMENT. 5. COMBUSTION AIR FROM ATTIC THROUGH 28 &AU&E GALVANIZED STEEL SLEEVE EXTENDING 6" MINIMUM ABOVE GEILIN& JOISTS AND NOT SCREENED. 6. RETURN AIR SUPPLY OPENING OR DUCT OF 200 50. INCHES MINIMUM OR 2 50. INCHES PER 1000 B.T.U. HHICHEVER 15 LARf5PER. MISCELLANEOUS: 1, ALL GAS COOKIN& APPLIANCES SHALL BE EQUIPPED AITH AN I.I.D. 2. ALL RATER PIPING AITHIN THE BUILDING STRUCTURE SHALL BE BONDED T06ETHER, MADE ELECTRICALLY CONTINUOUS AND BONDED IN TURN TO THE 6ROUNDIN6 ELECTRODE CONDUCTOR AT THE SERVICE. (SECTION 250-50 NATIONAL ELECTRICAL CODE). 3. DRAINAGE PIPING SERVING FIXTURES THAT ARE LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SF-AER SHALL BE PROTECTED FROM BACKFLON OF SEHA&E BY AN APPROVED BACK AATER VALVE. OTHER FIXTURES ABOVE SUCH ELEVATION SHALL NOT PA55 THROUGH TH15 VALVE. (SECTION 40a (A), UNIFORM PLUMBING CODE). 4. NO MECHANICAL EQUIPMENT MAY BE INSTALLED AITH 5' OF 51DE OR REAR PROPERTY LINES. 5. ALL HOSE BIBS TO HAVE APPROVED BACKFLON PREVENTERS. AORKMANSHIP: 1. ALL NORK SHALL BE IN FULL ACCORDANCE AITH ALL CODES, RULES AND RE&ULATIONS OF &OVERNIN& A&ENCIES AND SHALL COMPLY AITH THE REQUIREMENTS OF THE SERVIN6 POKER AND TELEPHONE COMPANIES. INSTALLATION: 1. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE AEATHER-PROOF AND AITH GROUND FAULT INTERRUPTER. 2. RECEPTACLES IN BATHROOMS SHALL BE INSTALLED ABOVE AORK TOP UNLE55 OTHERAISE NOTED ON PLANS, AND AITH &ROUND FAULT INTERRUPTER. 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" + ABOVE FLOOR. 4. HALL SNITCHES TO BE 56" ABOVE FLOOR. 5. PROVIDE UPPER GROUND ON ALL SERVICES AITH INTERIOR HATER AND 6AS PIPES BONDED. 6. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS, EQUIPMENT OR DEVICES AHETHER INSTALLED BY THIS CONTRACTOR OR OTHERS, SHALL BE FULLY CONNECTED TO PROPER ELECTRICAL SOURCE AND LEFT IN OPERATING CONDITION. MATERIALS: 1. ALL ELECTRICAL HIRING TO BE COPPER PER LOCAL REQUIREMENTS. 2. ALUMINUM HIRE NO. 6AW6 AND SMALLER SHALL NOT BE USE IN ELECTRICAL NIRIN6. NOTE: APPLIANCE RECEPTACLES IN &ARA6E NOT ON &F1 CIRCUIT TO BE 51N6LE NOT DUPLEX TO PREVENT CONVENIENCE USE. NOT EXPOSED NON -METALLIC SHEATHED CABLE ALLOWED IN 6ARA6E. MISCELLANEOUS: ATTIC, VENTILATION: EN01-05ED ATTIC SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE GR055 VENTILATION FOR EACH SEPARATE SPACE BY VENTILATIO6 OPENIN65 PROTECTED A6AIN5T THE ENTRANCE OF RAIN AND SNON. THE NET FREE VENTILATIO6 AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/500 PROVIDED AT LEAST 50 PER GENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 5 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. INHERE EAVE OR CORNICE VENTS ARE USED TO PROVIDE THE REQUIRED VENTILATION OF COMBUSTIBLE ATTIC SPACES, VENT OPENIN65 SHALL NOT BE LOCATED HITHIN 3 FEET MEASURED LATERALLY ABOVE WINDOW OR DOOR OPENINGS IN THE HALL OF THE STORY IMMEDIATELY BELOA. MECHANICAL VENTILATION: BATHS, PONDER, LAUNDRY, AATER CLOSET AND OTHER SIMILAR ROOMS THAT ARE NOT PROVIDED AITH NATURAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE. CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR. MOISTURE PROTECTION: SHOWERS SHALL BE FINISHED TO ?0" ABOVE DRAIN AITH SURFACE MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE. DOORS AND WINDOWS: SAFETY GLAZING: 1. PROVIDE SAFETY 6LAZIN6 (TEMPERED) AT HAZARDOUS LOCATIONS: 6LA55 DOORS, GLAZING WITHIN 12" OF DOOR, &LAZING AITH 36" OF WALKING SURFACE, AND &LAZIN& LESS THAN IS" ABOVE FLOOR. 2. SAFETY &LAZIN& IS REQUIRED AT WARDROBE DOOR, TUB ENCLOSURE, AND SHOWER ENCLOSURE. HEATHER 5TRIPPIN6: 1. ALL 5LIDIN6, SHIN&IN6 DOORS, AND AINDOAS OPENING TO THE EXTERIOR OR TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER STRIPPED, &ASKETED OR OTHERAISE TREATED TO LIMIT AIR INFILTRATION. 2. ALL MANUFACTURED WINDOWS AND 5LIDIN6 &LASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE AMERIGAN NATIONAL STANDARDS INSTITUTE. 6ARA6E DOOR: 1. 6ARA6E DOOR 5FRIN65 SHALL BE LABELED BY THE MANUFACTURER CERTIFYIN6 THAT THE SPRINGS HAVE BEEN MANUFACTURED IN ACCORDANCE KITH THE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE, P0551BILITY OF SPRING FRACTURE AHILE UNDER TENSION. AN APPROVED RESTRAINING DEVICE SHALL BE INSTALLED. CARPENTRY (SEE ALSO STRUCTUAL NOTES SHEET SDI) LUMBER GRADES: 1. ALL LUMBER SHALL BE 6RADE MARKED AND CONFORM AITH THE STANDARD GRADING AND DRESSING RULES P.S. 20-70 OF THE NEST COAST LUMBER INSPECTION BUREAU. 2. FRAMIN6 LUMBER SHALL BE DOUGLAS FIR -LARCH, 545, UNLE55 OTHERWISE NOTED. THE FOLLOWING 61RADE SHALL BE THE MINIMUM ACCEPTABLE GRADES: A. VERTICAL FRAMIN6 (5TUD5) - 2 X 4 CONSTRUCTION 6RADE. B. HORIZONTAL FRAMIN6 (JOISTS, RAFTERS, PLANKS) N0. 16RADE. C. BEAMS AND STRINGERS 4" THICK, 6" AND RIDER (NIDTH MORE THAN 2" GREATER THAN THIGKNE55) - "NO. 16RADE OR BETTER" UNLESS OTHERAISE NOTED. D. POSTS AND TIMBERS 5" X 5" AND LARGER - "NO. 16RADE OR BETTER" UNLESS OTHERNISE NOTED. PROTECTION A6AIN5T DECAY AND TERMITES: 1. NOOD EMBEDDED IN THE &ROUND OR IN DIRECT CONTACT AITH THE EARTH AND USED FOR THE SUPPORT OF PERMANENT STRUCTURES, SHALL BE TREATED HOOD. 2. WOOD J015T5 OR THE BOTTOM OF ROOD FLOORS CLOSER THAN !8" INCHES, OR 6I RDERS CLOSER THE 12" INCHES TO THE &ROUND UNDERFLOOR AREAS AND THEIR SUPPORTS, SHALL BE OF TREATED HOOD OR ALL HEARTNOOD OF APPROVED NATURALLY DURABLE SPECIES AS LISTED IN THE UNIFORM BUILDIN6 CODE APPLICABLE EDITION. PLATES, 51 LL5 AND SLEEPERS: 1. ALL FOUNDATION .PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, AHIGH 15 IN DIRECT CONTACT AITH EARTH AND SILLS NHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED HOOD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AND APPROVED AGENCY. COLUMNS AND POSTS - (SEE ALSO STRUCTRAL NOTES SHEET) 1. ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARIN65, SUPPORTS SHALL BE DES16NED TO HOLD THE COLUMN OR POST SECURELY IN P051TION AND TO PROTECT ITS BASE FROM DETERIORATION. IN AREAS EXPOSED TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMNS AND POSTS SHALL BE SUPPORTED BY PIERS PROJECTIN6 AT LEAST 2 INCHES ABOVE THE FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR A FOUNDATION PLATE OR SILL AS SPECIFIED IN SUBSECTION (c) 5. POSTS OR COLUMNS OF TREATED NOOD OR OF FOUNDATION &RAVE REDWOOD OR CEDAR MAY BE PLACED DIRECTLY ON CONCRETE, SOLID MASONRY OR 6ROUTED MASONRY. NOOD AND EARTH SEPARATION: 1. WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURES AND LOCATED NEARER THAN 6 INCHES TO EARTH OR PLACED ON CONCRETE SLABS PLACED ON EARTH, SHALL BE TREATED HOOD OR ROOD OF NATURAL RESISTANCE TO DECAY. 2. INHERE NOT SUBJECT TO WATER SPLASH OR TO EXTERIOR MOISTURE AND LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 5 INCHES AITH AN IMPERIOUS MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH, THE HOOD MAY BE OF ANY SPECIES. 5. WHERE PLANTER . BOXES ARE INSTALLED ADJACENT TO WOOD FRAME NALLS A 2-INCH WIDE AIR SPACE SHALL BE PROVIDED BETWEEN THE PLANTER AND THE HALL. FLA5HIN6 SHALL BE INSTALLED AHEN THE AIR SPACE 1S LESS THAN 6" INCHES IN AIDTH. INHERE FLA5HIN6 15 USED PROVISIONS SHALL BE MADE TO PERMIT CIRCULATION OF AIR IN THE AIR SPACE. ROOF SHEATHIN6 - (SEE ALSO STRUCTUAL NOTES SHEET) 1. PLYWOOD 5HEATHIN6 15 TO BE CONTINUOUS OVER TWO OR MORE SPANS AND 15 TO BE MINIMUM 1/2" THICK AND HAVE PANEL IDENTIFICATION INDEX OF 24/0 FOR RAFTERS AT 16" O.C. AND 32/16 FOR RAFTERS AT 24" O.G. AND SHALL BE STRUCTURAL I AND 11, STANDARD 5HEATHIN6, AND G-C GRADES, EXTERIOR GLUE, KITH EDGES UNBLOCKED, AND SHALL CONFORM TO COMMERCIAL PRODUCTS STANDARD PS-1-14. 2. 1" X 6" RESAAN (I -SIDE) SHIPLAP STARTER BOARD AT ALL EXPOSED EAVES (RESANN FACE DOWN) SHALL BE STANDARD. own ARCHITECTURE • PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RALEIGH AVENUE COSTA MESA, CA. 92627 larry@i>oindexterconsulting.com 949 646-3101 CONSULTANT: SEAL: 1 M s 2015 FRENCH STREET" SANTA ANA, CA. SPECIFICATIONS ISSUE RECORD: NUMBER DATE DESCRIPTION 1 4-6-05 PLAN CHECK SET 2 a�- SHEET NUMBER ELECTRICAL ELECTRICAL SERVICE 8 DISTRIBUTION 1. IN JUDGING EQUIPMENT, CONSIDERATIONS SUCH AS THE FOLLOWIN6 SHALL BE EVALUATED: A. 5UITA51LITY FOR INSTALLATION AND USE IN CONFORMITY WITH THE PROVISIONS OF THE NATIONAL ELECTRICAL CODE. SUITABILITY OF EQUIPMENT USE MAY BE IDENTIFIED BY A DE50RIPTION MARKED ON OR PROVIDED WITH A PRODUCT TO IDENTIFY THE SUITABILITY OF THE PRODUCT FOR A SPECIFIC PURPOSE, ENVIRONMENT, OR APPLICATION. SUITABILITY OF EQUIPMENT MAY BE EVIDENCED BY L15TIN6 OR LABELING. B. MECHANICAL STRENGTH AND DURABILITY, INCLUDING, FOR PARTS DESIGNED TO ENCLOSE AND PROTECT OTHER EQUIPMENT, THE ADEQUACY OF THE PROTECTION THUS PROVIDED. C. WIRE BENDING AND CONNECTION SPACE. D. ELECTRICAL INSULATION. E. HEATING EFFECTS UNDER NORMAL CONDITIONS OF USE AND ALSO UNDER ABNORMAL CONDITIONS LIKELY TO ARISE IN SERVICE, F. ARCING EFFECTS. G. CLASSIFICATION BY TYPE, SIZE, VOLTAGE, CURRENT CAPACITY, AND SPECIFIC USE. H. OTHER FACTORS AHICH CONTRIBUTE TO THE PRACTICAL SAFE6UARDIN6 OF PERSONS U51NG OR LIKELY TO COME IN CONTACT WITH THE EQUIPMENT. 2. LISTED OR LABELED EQUIPMENT SHALL BE USED OR INSTALLED IN ACCORDANCE AITH ANY INSTRUCTIONS INCLUDED IN THE LISTIN6 OR LABELIN6. 5. ALL WIRING SHALL BE 50 INSTALLED THAT AHEN COMPLETED THE SYSTEM RILL BE FREE FROM SHORT CIRCUITS AND FROM 6ROUNDS OTHER THAN AS PERMITTED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 4. ALL A1RI.N6 SHALL BE COPPER ALLOY. NO ALUMINUM WIRIN6 RILL BE PERMITTED. 5. ELECTRIC EOUIPMENT SHALL BE INSTALLED IN A NEAT AND AORKMANL I KE MANNER. 6. ELECTRICAL EQUIPMENT SHALL BE FIRMLY SECURED TO THE SURFACE ON WHICH IT 15 MOUNTED. WOODEN PLUG5 DRIVEN INTO HOLES IN MASONRY, CONCRETE, PLASTER, OR SIMILAR MATERIALS SHALL NOT BE USED. -f. ELECTRICAL EQUIPMENT WHICH DEPENDS UPON THE NATURAL CIRCULATION OF AIR AND CONVECTION PRINCIPALS FOR COOLING OF EXP05ED SURFACES SHALL BE INSTALLED 50 THAT ROOM AIR FLOW OVER SUCH SURFACES 15 NOT PREVENTED BY AALL5 OR BY ADJACENT INSTALLED EQUIPMENT. FOR EQUIPMENT DESIGNED FOR FLOOR MOUNTIN6, CLEARANCE BETWEEN TOP SURFACES AND ADJACENT SURFACES SHALL BE PROVIDED TO DISSIPATE R151N6 HARM AIR. ELECTRICAL EQUIPMENT PROVIDED .AITH VENTILATIN6 OPENIN65 SHALL BE INSTALLED 50 THAT AALL5 OR OTHER OBSTRUCTIONS DO NOT PREVENT THE FREE CIRCULATION OF AIR THROU6H THE EQUIPMENT. S. PROVIDE SEPARATE CIRCUITS FOR D I SHAA5HER, GARBAGE DISPOSAL, REFRI6ERATOR, RASHER, DRYER, TRASH COMPACTOR, GARAGE DOOR OPENERS (WHERE OCCURS), AND FURNACE. q. ALL ELECTRICAL AORK AHEN LOCATED IN FIRE RATED ASSEMBLIES SUCH AS AREA SEPARATION AALLS, OCCUPANCY SEPARATION AALL5, AND OCCUPANCY SEPARATION FLOOR/CEILIN6 ASSEMBLIES SHALL BE IN RIGID, NON -COMBUSTIBLY CONDUIT. PENETRATIONS IN AALL5 AND FLOOR/CEILIN6 ASSEMBLIES SHALL BE T16HTLY SEALED WITH A NONCOMBUSTIBLE MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE. LIGHTING 1. LIGHTING LOCATED IN STORA6E AREAS SHALL BE 50 INSTALLED 50 THAT THE LIGHT FIXTURE 15 A MINIMUM OF 15 INCHES FROM ANY ,STORAGE SHELF. SPECIAL SYSTEMS; I. SMOKE DETECTOR - LOCATE IN HALLAA7` LEADING TO BEDROOMS. DETECTOR, SHALL BE CEILING MOUNTED OR MOUNTED ON A WALL WITHIN 12 INCHES OF THE CEILING. THE UNIT SHALL BE CONNECTED TO THE L16HTIN6 CIRCUIT AND SHALL BE UNIT APPROVED BY THE STATE FIRE MARSHAL; I.O.B.O.; UNIFORM BUILDING CODE, LATEST EDITION, AND UNDERARI TER'5 LABORATORY. MAINTENANCE: 1. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTATIVE MAINTENANCE AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE OANER'5 USE. 2. THE OANER'5 A6ENT SHALL PROVIDE THE OANER A LIST OF THE HEATIN6, COOLIN6, RATER HEATIN6, AND 1_16HTIN6 SYSTEMS, CONSERVATION AND/OR SOLAR DEVICES, AND/OR PREFABRICATED METAL FIREPLACES INSTALLED IN THE 5UILDIN6 AND INSTRUCTIONS ON HOA TO USE AND MAINTAIN THEM PROPERLY. USE AND MAINTENANCE INSTRUCTIONS SHALL BE PLACED IN A THREE-RIN6 BINDER OF APPROPRIATE SIZE AND LABELED "SYSTEMS MAINTENANCE". ON THE FIRST PAGE THE FOLLOWING INFORMATION SHALL APPEAR: A. OANER'S ACPENT'5 NAME, ADDRESS AND TELEPHONE NUMBER. B. HVAC, PLUMBIN6, AND ELECTRICAL SUBCONTRACTOR'S NAME, ADDRESS, AND TELEPHONE NUMBER. G. BUILDIN6/UNIT ADDRESS. D. THE DATE OF RECEIVING CERTIFICATE OF OCCUPANCY FOR THE ADDRESS. FRAMING PRACTICES - (SEE AL50 STRUCTUAL SHEETS) WORKMANSHIP 1. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED 50 AS TO DEVELOP THE STRENGTH AND R161DITY NECESSARY FOR THE PURPOSES FOR AHICH THEY ARE USED. BEAMS AND 61RDERS I. THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THEN 4 INCHES OF BEARIN6. 2. ALL BEAM OR GIRDER5 SUPPORTED ON WOOD SHALL HAVE FULL BEARING AND BEARING SHALL BE COMPRISED OF (1) ONE SOLID SUPPORT OR A BUILT UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNLESS OTHERWISE SPECIFIED ON PLANS. 5. 61RDER5 SHALL BE DESIGNED TO SUPPORT THE LOADS SPECIFIED IN THIS CODE. 61RDER END JOINTS SHALL OCCUR OVER SUPPORTS. WHEN A 61RDER 15 SPLICED OVER A SUPPORT, AN ADEQUATE TIE SHALL BE PROVIDED. THE END OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THAN 5 INCHES OF 5EARIN6. ROOF AND CELL I N6 FRAMIN6 1. (FRAMIN6) RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 2-INCH NOMINAL THICKNESS AT ALL RIDGES AND NOT LESS IN DEPTH THAN THE OUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A 51N6LE VALLEY OR HIP RAFTER NOT LESS THAN 2-INCHE5 NOMINAL THICKNE55 AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. 2. (RAFTER TIES) RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS AHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS, AHERE NOT PARALLEL, RAFTERS SHALL BE TIED TO I -INCH BY 4-INCH (NOMINAL) MINIMUM 51ZED OR055 TIE5. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER. 5. (PURLINS) PURLINS TO SUPPORT ROOF LOADS ME BE INSTALLED TO REDUCE THE SPAN OF RAFTERS AITH ALLOWABLE LIMITS AND SHALL BE SUPPORTED BY STRUTS TO BEARIN6 AALLS. THE MAXIMUM SPAN OF 2-INCH BY 4-INCH PURLINS SHALL BE 4 FEET. THE MAXIMUM SPAN OF THE 2-INCH BY 6-INCH PURLIN SHALL BE 6 FEET, BUT IN NO CASE SHALL THE PURLIN BE SMALLER THAN THE SUPPORTED RAFTER. STRUTS SHALL BE NOT SMALLER THAN 2-INCH BY 4-INCH MEMBERS. THE UNBRACED LENGTH OF STRUTS SHALL NOT EXCEED S FEET AND MINIMUM SLOPE OF THE STRUTS SHALL BE NOT LE55 THAN 45 DEGREES FROM THE HORIZONTAL. WALL FRAMING 1. (SIZE AND TYPE) A. STUDS IN EXTERIOR AALL5 AND INTERIOR BEARING WALLS OF BUILDIN65 NOT MORE THAN TA0 STORIES IN HEIGHT SHALL BE NOT LE55 THAN 2 INCHES BY 4 INCHES IN SIZE. FOR THREE STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS THAN 3 INCHES BY 4 INCHES OR 2 INCHES BY 6 INCHES TO THE BOTTOM OF THE SECOND FLOOR JOISTS, AND 2 INCHES BY 4 INCHES FOR THE TAO UPPER STORIES. INTERIOR NONBEARIN6 PARTITIONS MY BE FRAMED WITH 2-INCH BY 4-INCH STUDS. B. STUDS SHALL BE PLACED A1TH THEIR WIDE DIMENSIONS PERPENDICULAR TO THE HALL. NOT LE55 THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AND EXTERIOR AALL. EXCEPTION: AT CORNERS A THIRD STUD MY BE OMITTED THROU6H THE USE OF ROOD SPACERS OR BACK UP CLEATS OF 5/P-INCH THICK PL`I''AOOD OR OTHER APPROVED DEVICES AHICH RILL SERVE AS AN ADEQUATE BACKING FOR THE ATTACHMENT OF FACIN6 MATERIALS. C. BEARIN6 AND EXTERIOR AALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATE5 INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTER5ECTION5 WITH OTHER PARTITIONS. END JOINTS IN DOUBLE TOP PLATE5 SHALL BE OFFSET AT LEAST 48 INCHES. INTERIOR NON5EARIN6 PARTITIONS MAY BE CAPPED AITH A SINGLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS AITH OTHER AALL5 AND PARTITIONS. THE PLATE SHALL BE CONTINUOUSLY TIED AT JOINTS BY SOLID BLOCKING AT LEAST I& INCHES IN LENGTH AND EQUAL IN SIZE TO THE PLATE OR BY 1/5-INCH BY 1 1/2-INCH METAL TIES AITH SPLICED SECTIONS FASTENED AITH TAD 16d NAILS ON EACH SIDE OF JOINT. 2. (HE16HT) UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMIN6, THE MAXIMUM ALLOWABLE HE16HT FOR STUDS SHALL BE 14 FEET FOR 2-INCH BY 4-INCH AND 5-INCH BY 4-INCH STUDS: AND 20 FEET FOR 2-INCH BY 6-INCH AND 4-INCH STUDS. 5. (5PACIN6) STUDS 5UPPORTIN6 FLOORS AND CEILINGS OR RAFTERS SHALL BE SPACED NOT MORE THAN 16 INCHES Q.C.. 4. (CRIPPLE AALL5) CRIPPLE WALLS SHALL BE FRAMED OF 5TUD5 NOT LE55 IN SIZE THAN THE 5TUDDIN6 ABOVE AITH A MINIMUM LEN6TH OF 24-INCHES, OR SHALL BE FRAMED OF 50LID 5LOOKIN6. AHEN EXCEEDIN6 4 FEET IN HEIGHT, SUCH AALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. 5. (HEADER5) HEADERS AND LINTELS SHALL CONFORM TO THE REQUIREMENT5 SET FORTH IN TH15 PARA6RAPH (BELOW) AND TOGETHER WITH THEIR SUPPORTING SY5TEM5 SHALL BE DE516NED TO SUPPORT THE LOADS SPECIFIED BY U.B.G. HEADERS FOR ALL OPENIN65 4 FEET AIDE OR LESS IN 5EARIN6 WALLS SHALL BE PROVIDED AITH HEADERS CONSI5TIN6 OF EITHER TWO PIECES OF .2-INCH FRAMING LUMBER PLACED ON EDGE AND SECURELY FASTENED TOGETHER OR 4-INCH LUMBER OF EOUIVALENT CRO55 SECTION. ALL OPENINGS MORE THAN 4 FEET AIDE SHALL BE PROVIDED AITH HEADERS OR LINTELS. SUCH HEADERS OR LINTELS SHALL HAVE NOT LESS THAN 2-INCH 50LID BEARIN6 AT EACH END TO THE FLOOR OR BOTTOM PLATE, UNLE55 OTHER APPROVED FRAMING METHODS OR JOINT DEVICES ARE USED. SEE PLAN FOR SIZE. 6. (PIPES IN AALL5) STUD PARTITIONS CONTAININ6 PLUMBIN6, HEATING, OR OTHER PIPES SHALL BE 50 FRAMED AND THE J015T5 UNDERNEATH 50 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. AHERE A PARTITION CONTAINING SUCH PIPPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE 5RID6ED, WHERE PLUMBIN6, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF SOLES OR PLATES, A METAL TIE NOT LESS THAN I/S INCH THICK AND 1 1/2 INCHES AIDE SHALL BE FASTENED TO THE PLATE ACROSS AND THE EACH SIDE OF THE OPENING AITH NOT LESS THAN FOUR 16d NAILS. 7. (BR061N6) ALL STUD PARTITIONS OF AALL5 WITH STUDS HAVIN6 A HE16HT TO LEAST THICKNE55 RATIO EXCEEDIN6 50 SHALL HAVE 5RIDGIN6 NOT LESS THAN 2 INCHES IN THICKNESS AND OF THE SAME WIDTH A5 THE STUDS FITTED 5NU6LY AND NAILED THERETO TO PROVIDE ADEQUATE LATERAL SUPPORT, UNLESS COVERED BY INTERIOR OR EXTERIOR WALL COVERIN6 OR SHEATHING MEETING THE MINIMUM REQUIREMENT OF THE UNIFORM BUILDING CODE APPLICABLE EDITION. 5. (CUTTIN6 AND NOTCHIN6) IN EXTERIOR AALL5 AND 5EARIN6 PARTITIONS ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDIN6 25 PER CENT OF ITS AIDTH. CUTTING AND NOTCHING OF STUDS TO A DEPTH NOT 6REATER THAN 40 PER CENT OF THE WIDTH OF THE STUD 15 PERMITTED IN NON15EARIN6 PARTITIONS SUPPORTING NO LOADS OTHER THAN THE AEI6HT OF THE PARTITION. THE STUD 4-1. (BORED HOLES) A HOLE NOT 6REATER IN DIAMETER THAN 40 PER CENT OF THAN 6O PER CENT OF MY BE BORED IN ANY ROOD STUD. BORED HOLES NOT GREATER THE WIDTH OF THE STUD ARE PERMITTED IN NON$EARIN6 PARTITIONS OR 4N ANY AALL AHERE EACH BORED STUD 15 DOUBLED PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE 50 BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/S INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A OUT OR NOTCH. ROUGH AINDOA SILLS OVER 5 FEET IN LEN6TH SHALL BE DOUBLED. BLOCKING TO BE PROVIDED AT ALL HANDRAILS. TRIMMER STUDS EACH SIDE OF OPENIN65 6'O" AIDE OR GREATER SHALL BE DOUBLED. 10. ALL EXTERIOR AALL5 AND MAIN GROSS -STUD PARTITIONS SHALL BE BRACED AT EACH END, AND AT LEAST EVERY 25 FEET BY NOMINAL 1 "x4" CONT. DIAGONAL BRACES LET INTO TOP AND BOTTOM PLATES AND INTERVENIN6 STUDS, PLACED AT AN ANGLE NOT MORE THAN 60 DEGREES NOR LE55 THAN 45 DE6REE5 FROM THE HORIZONTAL, AND ATTACHED TO THE FRAMIN6 IN ACCORDANCE W/I0101i U.B.G.. FIRE AND DRAFT STOPS: FIRESTOPIN6 SHALL BE PROVIDED TO OUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER AND SHALL BE USED IN SPECIFIED LOCATION5, AS FOLLOWS: 1. IN EXTERIOR OR INTERIOR STUD WALLS, AT CEILINGS AND FLOOR LEVELS. 2. IN ALL STUD WALLS AND PARTITIONS, INCLUDIN6 FURRED SPACES, 50 PLACED THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER 10 FEET, 5. BETAEEN STAIR STRIN6ER5 AT TOP AND BOTTOM AND BETWEEN STUDS ALONG IN LINE WITH RUN OF STAIR ADJOI NINE STUD WALLS AND PARTITIONS. 4. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING DOOR POCKETS. 5, 1N SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, L005E COMBUSTIBLE MATERIALS SHALL BE PLACED IN NONCOMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED. 6. ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE, SUCH AS HOLES FOR PIPES, 5HAFTIN6, BEHIND FURRIN6 STRIPS AND SIMILAR PLACES AHICH COULD AFFORD A PA55A6E FOR FLAMES. FIRESTOPS AHEN OF ROOD SHALL BE 2-INCH NOMINAL THICKNESS. IF THE AIDTH OF THE OPENING IS SUCH THAT MORE THAN ONE PIECE OF LUMBER 15 NECESSARY, THERE SHALL BE TWO THICKNESS OF I -INCH NOMINAL MATERIAL AITH JOINTS BROKEN OR ONE THICKNESS OF 5/4-PLYA00D AITH JOINTS BACKED BY 5/4-INCH PLYWOOD. FIRE5TOPS MAY ALSO BE OF GYPSUM BOARD, CEMENT ASBESTOS BOARD, MINERAL HOOL OR OTHER APPROVED NONCOMBUSTIBLE MATERIALS, SECURELY FASTENED IN PLACE. DRAFT STOPS IN ROOD -FRAME FLOOR CONSTRUCTION AHERE SUSPENDED CEILIN65 OCCUR, THE SPACE BETWEEN THE CEILING AND THE FLOOR ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 1200 SOUARE FEET IN A MANNER REQUIRED FOR PARTITIONING ATTIC SPACE. WEATHER PROTECTION AN APPROVED WATER-RE515TANT PAPER SHALL BE APPLIED OVER STUDS OR 5HEATHIN6 OF ALL EXTERIOR AALL. RATER-RE515TANT PAPER MAY BE OMITTED IN THE FOLLOWING CASES: 1. AHEN EXTERIOR COVERIN6 15 OF APPROVED WEATHERPROOF PANELS. 2. IN BACK -PLASTERED CONSTRUCTION. 3. WHEN THERE 15 NO HUMAN OCCUPANCY. 4. OVER WATER-REPELLENT PANEL 5HEATHIN6. 5. UNDER APPROVED PAPERBACKED METAL OR AIRE FABRIC LATH. 6. BEHIND LATH AND PORTLAND CEMENT PLASTER APPLIED TO THE UNDERSIDE OF ROOF AND EAVE PROJECTIONS. FLASHING: EXTERIOR OPENIN65 EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER A5 TO MAKE THEM WEATHERPROOF. EXTERIOR AALL COVERINGS: EXCEPT AS OTHERWISE NOTED, THE MINIMUM THICKNE5SE5 OF THE FOLLOWIN6 EXTERIOR AALL COVERIN65 ARE BASED UPON A MAXIMUM STUD SPACING OF 16 INCHES. 5HIN6LE5 OR 5HAKE5: WOOD SHINGLES OR SHAKES AND ASBESTOS CEMENT SHINGLES MAY BE USED FOR EXTERIOR WALL COVERIN6. ALL. 5HIN6LE5 OR SHAKES ATTACHED TO 5HEATHIN6 OTHER THAN A00D 5HEATHIN6 SHALL BE SECURED AITH APPROVED CORROSION- RE515TANT FASTENERS OR ON FURRIN6 5TRIP5 ATTACHED TO THE STUDS. ROOD SHIN6LE5 OR SHAKES MAY BE APPLIED OVER FIBERBOARD 5HIN6LE BACKER AND SHEATHIN6 AITH ANNULAR 6ROOVED NAILS. THE THICKNESS OF WOOD SHIN6LES OR SHAKES BETWEEN WOOD NAI L I N6 BOARDS SHALL BE NOT LE55 THAN 5/8 INCH. WOOD 5HIN6LE5 OR SHAKES AND'A55E5TO5 5HIN6LE5 OR 51DIN6 MAY BE NAILED DIRECTLY TO APPROVED FIBERBOARD NAILBASE 5HEATHIN6 NOT LESS THAN 1/2- INCH NOMINAL THICKNESS AITH ANNULAR GROOVED NAILS. THE WEATHER EXPOSER OF WOOD 5HIN6LES OR SHAKE 5101IN6 USED ON. EXTERIOR AALL5 SHALL NOT EXCEED MAXIMUMS SET FORTH IN THE APPLICABLE UNIFORM BUILDING CODE. ROOF COVERIN65 GENERAL: THE ROOF COVERINGS SPECIFIED BELOW ARE PERMISSIBLE FOR DAELLIN65. IN AREAS SUBJECT ROOF ICE BUILDUP, UNDERLAYMENT CONSISTIN6 OF TW0 LAYERS OF TYPE 15 FELT APPLIED 5HIN6LE FASHION SHALL BE INSTALLED AND SOLID MOPPED T06ETHER WITH APPROVED CEMENTING MATERIAL BETWEEN THE PLIES EXTENDING FROM THE EAVE UP THE ROOF TO A POINT 24 INCHES INSIDE THE EXTERIOR AALL LINE OF THE BUILDIN6. EXCEPTIONS: 1. FOR ROOD SHINGLE OR ROOD SHAKE ROOFS THE UNDERLAYMENT SHALL EXTEND 56 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING 2. WHEN INTERLOCKIN6 TILES ARE USED, THE UNDERLAYMENT MAY CONSIST OF ONE LAYER OF TYPE 50 OR HEAVIER ASPHALT -COATED BASE SHEET EXTENDIN6 FROM THE EAVE TO A POINT 24 INCHES INSIDE THE EXTERIOR AALL LINE OF THE 5UILDIN6. WHEN TH15 METHOD 15 USED, ALL HORIZONTAL 5EAM5 OF THE BASE SHEET SHALL BE LAPPED 2 INCHES AND VERTICAL SEAMS OF THE BASE SHEET SHALL BE LAPPED 6 INCHES AND BE CONTINUOUSLY SEALED A1TH APPROVED CEMENTIN6 MATERIAL AND SHALL BE APPLIED ONLY OVER 50LID 5HEATHIN6: AOOD SHAKES: WOOD SHAKES SHALL BE OF APPROVED DURABLE AOOD AND SHALL BEAR THE LABEL OF AN APPROVED INSPECTION BUREAU OR AGENCY. SHAKES MAY BE APPLIED TO ROOFS AITH 50LID OR SPACED 5HEATHIN6. IN RIND -DRIVEN SNOW AREAS, SHEATHING SHALL BE SOLID AND THE SHAKES SHALL BE APPLIED OVER AN UNDERLAYMENT OF NOT LESS THAN TYPE 15 FELT. SHAKES SHALL BE LAID AITH A SIDE LAP OF NOT LE55 THAN 1 1/2 INCHES BETAEEN JOINTS IN ADJACENT COURSES. 5PACIN6 BETWEEN SHAKES SHALL BE NOT LESS THAN 5/8 INCH NOR MORE THAN 5/5 INCH, EXCEPT FOR PRESERVATIVE TREATED ROOD SHAKES, AHICH SHALL HAVE A SPACIN6 OF NOT LESS THAN 1/4 INCH NOR MORE THAN 5/8 INCH. SHAKES SHALL BE FASTENED TO THE 5HEATHIN6 AITH TWO NAILS ONLY, POSITIONED APPROXIMATELY I INCH FROM EACH ED6E AND APPROXIMATELY 2 INCHES ABOVE THE EXPOSURE LINE. THE STARTER COURSE AT THE EAVES SHALL BE DOUBLED. THE BOTTOM OR FIRST LAYER MAY BE EITHER 5HAKE5 OR 5HIN6LE5. FIFTEEN -INCH OR IS -INCH MAY BE USED FOR FINAL COURSE AT THE RIDGE, SHAKES, SHALL BE LAID WITH NOT LESS THAN Ib-INCH AIDE INTERLAYMENT OF SHAKE FELT OR TYPE 50 FELT 5HIN6LED BETAEEN EACH OOUR5E IN SUCH A MANNER THAT NO FELT 15 .EXPOSED TO THE HEATHER BELOA THE SHAKE BUTTS. HEATHER EXPOSURES SHALL NOT EXCEED THOSE SET FORTH IN THE U.B.G.. HIP AND RIDGE WEATHER EXPOSURES SHALL NOT EXCEED THOSE PERMITTED FOR THE FIELD OF THE ROOF. SHAKES SHALL NOT BE INSTALLED ON A ROOF HAVE A SLOPE LE55 THAN S INCHES IN 12 INCHES. ARCHITECTURE ■ PLANNING CONSTRUCTION INSPECTION PROJECT MANAGEMENT 2172 RAL.EIGH AVENUE COSTA MESA, CA. 92627 larry0poindexterconsulting.com 949 646-3101 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF THIS SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY MEANS IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT AND OR DESIGNER. CONSULTANT: SEAL: FOR MR. AND MR.S. HANDY 2015 FRENCH STREET SANTA ANA, CA. • PROJECT NUMBER: o5o14 DRAWN BY: L.E.P. ISSUE RECORD: NUMBER DATE DESCRIPTION 9 4-6-05 PLAN CHECK SET 2 SHEET NUMBER SCALE: N/A A 1 1