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HomeMy WebLinkAbout10147314.pdfBUILDING CLASSIFICATION RESIDENTIAL R-3 TYPE V—N v PROJECT DESCRIPTION SINGLE STORY, SINGLE FAMILY ADDITION AND REMODEL PROJECT TO INCLUDE EXPANSION OF EXISTING LIVING ROOM NEW 1 1/2 BATH, 2 NEW BEDROOMS, NEW DINNING ROOM REMODEL OF EXISTING KITCHEN, LAUNDRY AND REMOVAL OF EXISTING 1/2 BATH. EXISTING RESIDENCE 1,151 SQ. F REMODEL 612 SQ. FT. r ADDITION 1805 _SQ. FT. TOTAL ADDTION + REMODEL 11956 SQ. FT. PROPOSED ADD + REMODEL = 1956 SQ FT. TOTAL LOT SIZE = 6,721 SQ. FT. OPEN., SPACE REQUIRED = 1200 SQ. FT. 11544 SQ. FT. OPEN SPACE REAR YARD 11434 SQ. FT. FRONT YARD OPEN SPACE Cj­ "ment 5A,NTA A,NA, CA 9270 .7,_v­ mrtment VICINITY MAP MU I A UFMIA KS Agency MP w INDEX- SHEET 9,81 ST -Ij 1 1 2ND a. Permit ST 1900 Aln 2200 IST ­Mlv OT ra 0, nge Health Depaefmt 1700 2� T Ixtitc T 'Ln ti ,LN -7 T-1 TITLE SHEET PLOT PLAN NTIMEWAL �,Wj ;��jj AV PAPA' u Lu C14) :APRI Q VITG-- N GENERAL NOTES FAIRt V7 PINE % adyi i�.,LIE A--1XSTING LNDEMO & ROOF DEMO PLAN ,x CM CHESTRUT PA IT AV A—A2 NEW FLOOR PLANS & ELECTICAL LAYOT Rs:MYRTLE S 11 FA ST RvJEC.m MUM AV —3 ROOF PLAN, INTERIOR ELEVATIONS � g � b .- V ST 0 1 'lull L . ...§ .gig r.. gA—4 DOOR AND WINDOW SCHEDULE, EXTERIOR ELEVATIONS CMI LE T uj T ERUNEk. R ST @gy, S —1 FOUNDATION, FLOOR AND FLOOR FRAMING PLAN AV W RAYMAR CIV MA10-0 sV, w'­T CWNTRY S�f t", MARK S-2 ROOF FRAMING PLAN, AND DETAIL'IS,,"",;,-,",',�".�',�,�ll,""�'�i";—",,-.7,,�.�,—.,,�,?�'-,�,�':,-���c"Ft'�.�i"i��7-�,-�,,'���L ca" -T GIB ROYAL MONTA,11 T-1 rn i HIGHLA MFLER PAW S-3 DETAILS 'Ilk- T �1' W, M 74 E V P L 8 C­�, 'r-l�,'����,,-�'P��i,��'ll"��'ll"�-11�",",Fi�, i", U0W`131'Ket,,i'&4 WA"FICI` ANNE'�"-,li, 1'i T10 ',,G 11N:s: of pfta'ns andspe '.0n-SMusvZ be fterpt on the h3t, WISTER' ST EB COUNTRYit 33`xtis N5 Pl?��Tt�5 r Ll 64 1. WT 5-4 GRADI px CLUB F;,M ftic%, "and a is umilanuful iza% malke arn, - p P 13POOK S i &aq r PL i �ps C MHP On ir aj E' on smune veithout vuriften parmis-l' om th 9 moo �"y n 0 of Santa Ara. BROOK K: JEROW T --N :10 0 10 C1, G! 71, 0 u P C) HALL NOT PARK CUBI N CT B S "the accaptance of this plan Pand specificalions, S r­4 ffe, I w I CONSTR. TYPE �oe ho"dito peniiniil nor be%an approvalefvhe violation of aws M ST w CFADDEN ST provisians of Ap, u �"�'I,dnpwnulmf Siam Law� CCM:-EDR1MN 2190G, 500 2200 LN­ LN LINGAN Accsptsd By YES W CEFJH-.R, F M-1 ADRIN ADRTN AL [IN RUSSELL WY Dra'R. Issued PROPOSED ADDITION 0 #05 ILIm-iam SCALE 1/8 1 —0 a —PROPERTY LINE 1131,011 281-811 L J 251-011 {E) INGL MIL 6 TOW SEND ST. 0 121-01", PROPERTY LINE 981-011 v- 331-511 PROJECT AREA '5"4 S FTj, OPEN S$ AC 0') 0 R jAN oi Z005 city of Santa Ana I ST w 4?27 Q. N"'AY "I . ..... ..... hp 5H��f Tlt� lt� 5H��f POf PLAN PP,OJ�Cf 12ATA rPAI�: NOV 04, 2004 M� xxxx 5c&� V5. PP,AWN �Y CH�MP13Y All work shall comply with the applicable requirements of the City of , 2001 UBC, State, Local Codes & The California Energy Conservation. Permits: The general building permit and Plan Check fee shall be secured and paid for by the Owner or the General Contractor. All other permits shall be taken out and paid for by the Sub -Contractor directly responsible. Substitution: No substitutions shall be made without the owners approval Charges: The owner may order extra work or make changes by altering, adding or deducting from the work, the contract being adjusted accordin gly. Cutting and Patching:All trades shall do their own cutting fitting, patching, etc. to make the several parts come together properly and fit it to receive or be received by the work of other trades. Scope: All trades shall furnish all labor, equipment, materials, and per form all work necessary, indicated reasonably inferred, or required by any code with jurisdiction to complete their scope of work for a complete and proper finished job. Cleanup: All trades shall, at all times, keep the premises free from accum ulating water, materials or rubbish caused by their work. Temporary Toilets: The General Contractor shall provide temporary toilets facilities for all until completion of the work. Lines and levels: The Contractor shall be responsible for the accuracy of the building lines and levels. The Contractor shall compare carefully the lines and levels shown on the drawing with existing levels for the location and construction of the work and shall call the Architect's attention to any discrepancies before proceeding with the work. On Site Verification of all dimensions and conditions shall be the respon siblity of the Contractor and Subcontractors. Noted dimensions shall take precedent over scale. Each Contractor or Subcontractor shall report to project Superintendent all conditions which prevent the proper execution of their work. Client's Architect and Project Superintendent to be notified immediately by Contractor or Sub -Contractor should any discrepancy or other question arises pertaining to the working drawings and/or specifications. Sub -Contractor shall insure that all work is done in a professional work- manlike manner by skilled mechanics and shall replace any material or items damaged by Sub -performance. Sub -contractors and suppliers are other during the course of construction to determine the exact extent and overlap of each other's work and to successfully complete the exe- cution of the work. STRUCTURAL ENGINEERING: A. Refer to the current calculations for any question regarding lumber grades, been and header sizes. footings and shear requirements. B. No deviations from structural details shall be made without the written approval of the Structural Engineer, Approval by the City inspector does not constitute authority to deviate from the plans. C. Detailed drawings and specifications take precedence over general drawings and specifications, dimensions take precedence over scaled measurements. d. Should errors, omissions or discrepancies appear in drawings or spe cifications, or in the work done by others affecting this work, the Architect shall be notified at once and shall issue instructions as to procedure. E The Contractor shall conform to and abide by all local City, County, and State Building and Safety laws, such laws shall be considered as a part of these specifications and provisions of such regulations shall be observed. The Contractor shall notify the Architect if drawings or specifications are at variance, Should the contractor perform any work contrary to such laws or regulations, he shall bear all cost arising. &4 1111 Z &T, k, FLO] al 1. Scope: A. The Contractor shall take all necessary measures to fully protect adjacent properties. B. The work consists of furnishing all labor, equipment, materials, and performing all operations necessary for all earthwork, including se- curing and paying for grading permit. 2. Excavations A. See Solis and/or Geological Report prepared by: Dated: B. Excavations for footings shall be made with the width, length and depth required. Finished with level bottoms. C. Excavations shall be kept free of standin water. D. Where excavations are made to depth greater than indicated, such additional depth shall be filled with concrete as specified for footings 3. Fill and Backfill: A. See Soils/Geological report prepared by: Dated: B. Filled materials shall be free from debris, vegetable matter and other foreign substances. C. Backfill for pipe trenches shall be compacted on both sides of pipe in six -inches layer. 4. General Grading: A. Any trench deeper than 6-0" in depth and into which a person must descent requires a permit from the State of California, division of Industrial Safety. 1. Scope: A. Finish grading under concrete slab. B. Construction of all forms for concrete work. C. Furnishing and placing of concrete for mass, reinforced concrete D. Furnishing and placing of all reinforcing steel, mesh, metal in serts, dowels, bolts, clamps, ties, etc. See foundations and struct- ural drawings for special conditions. 2. Materials: A. Concrete: (1) Concrete mix minimum of 5 sacks of cement per cubic yard of concrete. Maximum of 7.5 gal. of water per 94# (LB). sack of cement. Max slump of 5". (2) All concrete to obtain a 28 day compressive strength of 2,500 P.S.I. (3) Concrete cover reinforcement shall be as follows: a. Poured against earth ................3 inches b. Exposed to earth but poured against forms .............................2 inches c. Slabs on grade .......................... at center d. Main bars in Beams and Col...2 inches. (4) All reinforcing shown continuous shall be lapped min. 40 dia- meters at splices. Minimum lap: 24 inches (5) All reinforcing steel, dowels, anchor bolts and other inserts shall be secured in position prior to pouring concrete. (6) All retaining walls with slab ties at top shall remain shared until upper slab is poured and reaches design strength (mi- nimum of 28 days or approved testing). (7) Continuous inspection is required for all concrete in excess of 2,500 P.S.I. (8) Unless otherwise specified all sill plates in contact with con- crete or masonry shall be as follows: a. All bolts shall extend a min. of 9 inches in the first pour of concrete. b. Provide a minimum of two anchor bolts per piece of sill plate with one bolt located within 12 inches from the end. c. At interior walls, bolts may be substituted with 1/4" dia- meter power driven pins at 32" o.c. (Romset 3320 or equivalent installed per ICBO report 1639) (9Hard rock, aggregates, shall conform to stm c33. Their ma- ximum size shall be 1 1/2 inches for footings, caissons and grade beams and 1 inch for all other work. (10) Cement shall conform to ASTM C- 150, Type 11. B. Reinforcing Steel: (1) Reinforcing steel shall be new stock deformed conforming to ASTM A615 a. #4 bars and smaller ..............................Grade 40 b. #5 bars and larger ................................Grade 50 (2) All bars shall be free of loose and flaky rust and scale, grease, or their materials which might affect or impair bond. (3) All bends to be made cold. (4) Electric welded wire mesh shall conform to ASTM A-1 85 C. Structural Steel: (1) Construction shall be in accordance with the latest AISC stan- dard practices. (2) Members shall conform to ASTM A36 (3) Pipe columns shall conform to ASTM A53 for grade B pipe. (4) All welds shall be in conformity with the standard code for arc and gas welding shall be performed by certified welders using the electric arc process with approved electrodes, use low hydrogen electrodes for bolts and reinforcing bar, con- tinuous inspection required for all welding. (5) Bolt holes in steel shall be 1/8" larger diameter than the normal size of bolt used, except as noted. (6) All structural steel tube shall conform to ASTM A500, Grade B. (7) All bolts shall be unfinished bolts conforming to ASTM A307 of sizes shown on the drawings, unless otherwise noted. 1. Materials A. Masonry Units: Standard medium weight concrete block, grade A units, ASTM C-90 where occurs. B. Reinforcing Steel: (See Structural Notes). C. Water: Clean, Fresh, suitable for domestic purposes. D. Tie Wire: Tie wire ASTM A-82,16 gauge, black, annealed. E. Portland Cement: ASTM C-150-62, Type 11. F. Sand: ASTM C-144 G. Lime: Hydrated - ASTM C-207, type S. 2. Mortar and Grout: A. Cement Mortar: One part cement parts (maximum mortar sand, 1/4 part time, All parts by volume. Conforms to U.B.0 Table 24A B. Grout:One part cement, 3 parts sand, 1/10 part lime. Add water to produce consistency for pouring without separation. Also; add one pint of "Red Label Sucanum" per sack of cement. Mortar type "S" 2,000 P.S.I. at 28 days. 3. Reinforcing: shall be accurately placed and held in place at top and bottom. 4. Workmanship: A. All workmanship must be plumb, level, and true to line. B. All masonry work shall be laid in common bond, except as noted on drawings. C. Joints: Rounded, except as noted. 1. Scope:Furnish all metal supports, angles, plates, attachments, bolts leg bolts, gates, railings, weldings, shop priming and include installation as required to complete work. 2. Work by others: All blocking to receive attachments shall be provided under Rough Carpentry, 3. Welds: Welds shall be ground smooth and weld splatter removed and shall comply with the specifications of the "American Welding Society". 4. Materials: See Drawings for sizes, materials and attachments Fabricator to provide prior to commencing work. 5. Ornamental Iron: Stair railing and gates as shown on the drawings. 6. Materials: A. Structural Steel and Miscellaneous iron shall conform to ASTM A-36 B. Bolts, nuts, screws shall conform to ASTM A-307 Grade "A" C. Welding rods shall conform to AWS for intended use. D. Steel plates shall conform to ASTM A283, Grade A E. Steel tubing shall conform to ASTM A501. 1. Scope: Laying out of work building of rough frame of structure, sheating siding, shear panels, etc. Furnish and install all rough hardware, bolt, screws, nails, straps, anchors, etc, and finish hardware. Install all interior and exterior standing and running trim, shelving boarding and all building specialties. install G.I. sill pans all rough backing for finish attachments and finish materials. Install all aluminum windows and aluminum sliding doors. Owner to purchase finish hardware with installation by Contractor. 2. Grading: A. All structural lumber shall be Douglas -Fir Larch unless noted other- wise and conform to grading rules of the "Western Wood Products Association". (1) 2 x rafters and joints ..............Grade #2 (2) 4 x beams, posts and headers....... Grade #1 (3) 6 x beams, ledger and posts .......... Grade #1 (4) Studs: Bearing up to 8 feet .........................2 x 4 grade stud From 8ft to 14ft ................................2 x 4 grade #2 From 14ft to 20ft ..............................2 x 6 grade #2 non -bearing to 10 ft .........................2 x 4 construction grade (5) Sill plates (P.T.F.) .........................Construction Grade. (6) Blocking top & bottom plates..... construction grade (7) Refer to table 25-R-3 U.B.C. for size, height and spacing of wood studs. B. Studs, joists, rafters, foundation plates or sills, planking 2 inches or morre in depth, beams, stringers, posts, structural sheating and similar load -bearing members shall be at least the minimum grades set forth in the Uniform Building Code, applicable edition; current structural engineer's calculations and plans. C. All exposed beams 4x or larger are to be FDHC D. Sizes, noted and referenced is nominal size. See plans for net size when specified. 3. Framing Materials: A. sill Plates: pressure treated D.F. or foundation Grade redwood. B. Horizontal framing: Douglas Fir (see Struct. Note) noted. Set all horizontal framing members with crown side up. C. Vertical Framing: Douglas Fir (see Struct. Note). D. Plywood Diaphragms: See Structural drawings and notes. E. Metal Connectors: Approved by the local building department (simpson or equal). F. Nailing: per UBC Table 25-p for common or box wire nails, All plywood Diaphragms shall have cement coated ring shank ply nails. Provide double top plate with min. 48 inch lap. G. Fascia and Barge Boards: Douglas Fir, select grade, saw sized as defined. H. Exterior Trim: Douglas Fir, select Grade, saw sized as detailed/ 1. Floor Framing: See structural drawings and Notes. Columns and Posts: All wood columns and posts shall be framed to true and bearings Supports shall be designed to hold the column or pst securely in position and to protect its base from deteriation. in areas exposed to water spish and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2 inches above the finished floor and shall bear on a metal base plate or a foundation plate or sill. Posts or columns of treated wood or of foundation grade redwood or cedar may be placed directly on concrete solid masonry or grouted masonry. Size: Studs in exterior wall and interior bearing walls of building not mre than 2 stories in height shall be not less than 2 inches by 4 inches in size. all studs to have full bearing on plate. Section 2517G U.B.C. interior non -bearing partitions may be framed with 2-inch by 4-inch studs. Height B. Unless supported laterally by adequate framing, the maximum allowable height for bearing studs shall be 10 feet for 2-inch by 4-inch and 3-inch by 4-inch studs; and 10 feet for 2-inch by 6-inch. Balloon frame all stud walls at slaping ceilings, Non - bearing walls Table as per 25R U.B.C. Walls exceeding 10' shall be constructed of studs noted on plans. C. Spacing: Studs supporting floors and ceilings or rafters shall be spaced not more than 16 inches on center. D. Cripple Walls: Shall be framed of studs not less in size than the studing above or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of stud having the size required for an additional story. Provide multiple studs for solid bearing at ends of miscellaneous beams where posts are not shown Carry studs down to foundation or slab. E. For all openings shall consist of members indicated on plans with 2 x trimmer stud(s) under each end and 2 x king studs along side trimmer studs. King studs shall be full height (1 -min., unless otherwise noted on plansod nailed to trimmer and header with 6-16d nails. F. Beams: Set all beams with crown side up. G. Blocking Section: 2517 U.B.C. H. Firestopping: Section 251 F 6. Floor Joists: A. Bearing: Ends of each joist shall have not less than 1 1/2 inches of bearing on wood or metal, nor less than 3 inches on Masonry B. Blocking: joists shall be supported laterally at the ends of each support by solid blocking except where the ends of joists are nailed to a header, bank or rim joist or to an adjoining stud or by other approved means. Solid blocking shall be not less than 2 inches nominal in thickness and the full depth of joist. section 2517 U.B.C. C. Notches and Holes: Per U.B.C. sections 2506 and 2517 D. Laps: joists framing from opposite sides of a beam, girder or par- tition shall be lapped at least 4 inches or the opposing joists shall be tied together in an approved manner. Bolt built-up of 3 or more joists with 1/2" dia. M.B. Q o.c. staggered with two 1/2" dia. M.B. at each end & 12" ea. side of concentrated loads to built-up member. See structural details. E. Framing Anchors: Joists framing into the side of a wood member shall be supported by framing anchors or on a ledger strips not less than 2 inches by 2 inches. F. framing around openings: Trimmer and header joists when framed around openings shall be doubled, or of lumber of equivalent cross section, when the span of the header exceeds 4 feet. The ends of header joists more than 6 feet long shall be supported by framing anchors or joists hangers unless bearing on a beam, partition, or wall. Tall joists over 12 feet long shall be supported at header framing anchors or on ledger strips not less than 2 inches by 2 inches. G. Supporting bearing partitions: Provide double floor joists under parallel partitions. 7. Roof and Ceiling Framing: A. Framing Rafters: shall be framed directly opposite each other at ridge. There shall be a ridge board at least 2 inch nominal thickness at all ridges and not less in depth the the cut end of the rafter. at all valleys and hips there shall be a single valley or hip rafter not less than 2 inches nominal thickness and not less in depth than the cut end of the rafters. B. Rafter Ties: shall be nailed to adjacent ceiling joists to form a continuous tie between exterior walls when such joists are pa- rallel to the rafters. Where not parallel, rafters shall be tied to 1 -inch by 4-inch (nominal) minimum sized cross ties. Rafter ties shall be spaced not more than 4 ft. on center. C. Purlins to support roof leads may be installed reduce the span of rafters withing allowable limits and shall be supported by struts to bearing walls. The Maximum span of the 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 perlin be smaller than the supported rafters. The length of struts shall not exceed 8 feet and the min. slope of the struts shall not be less than 450 from the horizontal. D. Blocking: Rafters mor than 8 inches in depth shall be supported laterally at the ends and at each support by solid blocking not less than 2 inches in thickness and the full depth of the rafter unless nailed to the header, band or rim joist or to and adjoining stud as required by Section 2506(g) 8. Roof and Floor sheating: A. Plywood to be stamped by the American Plywood Association and shall conform to U.S. Product Standard PS 1-74 with exterior glue. (1) Roof Sheating shall be 1/2" thick CDX plywood with exterior glue, panel index 32/16 with nailing per plans. All edges unblocked unless otherwise noted. (2) Floor sheeting shall be 5/8" thick T & G sturd-1 -floor 16" o.c. plywood with nailing per plans. All edges unblocked. (3) Plywood at exposed eaves shall be exterior grade plywood. B: Holes in structural members for pipes and conduits shall comply with the building code and shall be verified by the structural engineer C. Minimum splice nailing of double plates shall be as follows unless otherwise specified: 8-16d nails each side of splice and no adjacent splice within 4'-0". See Detail, D. dough window sills over 8 feet in length shall be doubled. E. Blocking to be provided at handrails. NAILING SCHEDULE 1. Joist to sill at girder, toenail .............................4 8d 2. Bridging to joist, toenail each end ....................2 8d 3. 1" x 6" subfloor to each joist facenail ..............................................................2 8d 4. Wider than 1" x 6" subfloor to each joist, facenail ..............................................................3 8d 5. 2" subfloor to joist or girder, blind and facenail ............................................................ 2-16d 6. Sole plate to joist or blocking, face nail ........................................ 16d at 16" o.c. 7. Top plate to stud, end nail ................................ 2-16d 8. Stud to sole plate.......... 4-8 toenail or 2-16d, end nail 9. Double studs, face nail ................ 16d at 24" o.c. 10. Doubled top plate, face nail ................. 6d at 16" o.c. 11. Top Plates laps and intersections, facenail ............................................................. 2-16d 12. Continuos header, two piecies .............. 16d at 16" o.c. 13. Ceiling joists to plate, toenail ...........................3-8d 14. Continuos header to stud, toenail .....................4-8d 15. Ceiling joists, laps over partitions, facenail .............................................................. 3-16d 16. Ceiling joists to parallel rafters, facenail .............................................................. 3-16d 17. Rafter to plate, toenail ......................................3-8d 18. 1" brace to each stud and plate, facenail .............................................................. 2-8d 19. 1" x 8" sheating or less to each bearing face nail ................................................2-8d 20. Wider than 1 " x 8" sheating to each Bearing, face nail .............................................3-8d 21. Built-up corner studs ..................... 16d at 24" o.c. 22. Built-up girder and beams ............ 20d at 24" o.c. 23. 2" planks ............................................ 2d at each bearing 24. Particle board: 5 Wall sheating (to framing): 3/8" - 1/2 .......................................... 6d3 5/8" - 3/4"........................................8d3 25. Plywoods: 5 Subfioor, roof and wall sheating (to framing) 1/2" and less ...................................... 6d2 5/8#1 - 3/4" .............................. 8d3 or 6d4 7/8111" .................................................8d2 1 1/8" - 1 1/4 . .................... 1 Od3 or 8d4 Combination subfloor-underlayment (to framing) 3/4" and less ........................................ 6d4 7/80'- 1" ...............................................8d4 1 1/81' - 1 1/4 ......................... 1 Od3 or 8d4 26. Panel Siding (to framing) 1/2" or less ............................................ 8d6 5/8" ......................................................... 8 d 6 27. Fiberboard sheathing: 7 1/2" .......................................... NO. 11 ga.8 6d3 No. 16 ga.9 1. Common or box nails may be used except when otherwise specified. 2. Common or deformed shank. 3. Common. 4. Deformed shank. 5. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports (10 inches at intermediate support for floors), except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood diaphragms and shear walls, refer to Section 2513 (c). Nails for wall sheating may be common, box o casing. 6Corrosion requirements of Section 2516 0). Fasteners spaced 3 inches on center at exterior edges. Mr r_ZNM Not5 PAI'F,: NO\/ 12,2004 JOP # 2004-2� PMNN GAY P\A5 CH�MP PY 11.E V � 9t�f lt. FX151% & PFMO P\OOF 12 MO PLAN PATS, Vr 2?5, 200-1 JOP 2004-25 5c&r N'T'5 t7,;WN t Y P\A5 CH�CK�P IN P\A5 26-11 " 12'-0" 13'-11" 3'-10"L 61-011 T-11" APPROVED FOR WET USE 3'"2" PER NEC 410-4(a) 1 F-7 N A )GF F `n -+ 1,-4F� 4� ``_/rIl lam_ �l W.P. H Q� fit' G GF N EXISTING cll Sao - i3EC)ROOIVI #2 EXISTING 0)�� o� �a� a BATH #1 EXISTING � a¢` `bra ����� BEDROOM #3 BEDROOM #4�c'� ,l 8'-V" C BEDROOM #5 cc CL. CL. v CAB CL. LCL VnEN t f -- 6'-011 l HALLWAY r�,r-^' � .._ . ON CENEN � cn �- IV A EXISTING OPEN E BEDROOM #1 6_01f�_�� 10 3'-7"_ A-3 FACTORY BUILT METAL r�r l T' EX FIREPLACE INSTALLATION a t ty cn il�, \ \JGFI ty & USE SHALL BE IN d F.P. A-2 �. - nrn�ACCORDANCE W/ !T'S LISTING-' (2 -`}-� t 5'-0" �' L{v{NGRooIFF 2 r` FOYER _' 4 I I rl� �\ / `,\ _ - t A-3 9 10 !"� 8 �,, ,p t 4}-0" 14'_a" I —J ff,,, EXISTING ��-1 a° SKYLIGHT ABOVE �--��FRONTPORCH SEE ROOF PLAN A-3.'tv� t 1� - I . ---- 0) 6' 10"8 F- OPEN _! 1 (� OPEN A GFI GFI Ff GFI N � � A-2 / A Existing _ ��J 2 Car Garage M W V_ i� 3 "0 - r t - r I" o KITCHEN A^ DINNING Ir- �1 i `� ,' rvjl } E A +3B1, r ' EX GFI I L GF' GF GlF O J a r �i ` NORTH i GARBAGE DISPOSAL/i 4 6-4 NORI T N BELOW SINK CONTROLLED 12 BY SWITCH �... NEW FLOOR PLAN NEW REFLECTED CEILING PLAN/ ELEC. LAYOUT SCALE 1/4" _ 1'-0" SCALE: 1/4' 1,-0„ IT --)NE FLOO _LAN NO `T� E S ��0 CE/1-/NG PIAN N07 I! GENERAL NOTES A. ALL UNLESS NOTED ARE TO ACE OF STUD DOTHERWISE. GENERAL � E R A � NOTES TE � KEY NOTES BALL LEGEND LEGEND OF SYMBOLS CON T. KEY- NOTES NEW 2X4 » WALLS LALL ELECTRICAL IS TO BE INSTALLED PER 2001 NEC 0 PROVIDE DEDICATED 80 AMP CIRCUIT FOR UNIT B. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE , 15 AND 20 AMP `1 CONC STEPS 36" WIDE TOP STEP - 11" TREAD 2ND AND 3RD STEP, TOTAL RISE EXISTING WALLS RECEPTACLE OUTLET INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT DUPLEX RECEPTACLE MOUNT 15 TO CENTER OF IS 20" EA. STEP IS 6 11f 16" RISE (3 X 6 11 f 16" = 20") CIRCUIT INTERRUPTERS. BOTTOM DEVICE. SEE SECTION A -A THIS SHEET �?l�Zl NEW 2"X6" WALLS C. BATHROOM RECEPTACLES SHALL BE SERVED BY DEDICATED 20 AMP. CIRCUITS mW QUADPLEX RECEPTACLE MOUNT 15" TO CENTER OF Q TANKLESS WATER HEATER ENCLOSURE (S. E. T. S. MODEL # 180 SEE ATTACHED SPECS) LEGEND OF SYMBOLS LEGEND OF SYMBOLS CONT. BOTTOM DEVICE. ALL WALLS AROUND SHOWER TO HAVE TILE TO MIN. OF 70" ABOVE DRAIN. © 6" RECESSED CAN LIGHT W P - APPROVED FOR WET USE �-+ VERTICAL WALLL SCONE (MOUNT EYE LEVEL) HOOD W/ LIGHT &FAN VENT TO OUTSIDE AIR. _ CONTROL VALVES FOR SHOWER AND TUB SHALL BE OF THE PRESSURE PER NEC 410-4(a) / PHONE JACK BALANCE OR THERMOSTATIC MIXING VALVE TYPE. - - 7 5/8 RECESSED COMPACT FLUURESCEBT CAN (a HANGING PENDANT LIGHT MOUNT 5 -0 OFF FLOOR 30" WIDE COUNTERTOP LIGHT W/ DIMMERS SD SMOKE DETECTOR (DETECTORS SHALL EMIT A 6" RECESSED FLUORESCENT CAN LIGHT SIGNAL WHEN BATTERY IS LOW) REQUIRES DEDICATED GAS LINE AND A SUB PANEL FOR UNIT _ 'T` _ % LOW VOLTAGE UNDER CABINER TASK LIGHTING ALL SMOKE DETECTORS ARE TO BE HARD -WIRED W/ENCLOSED LAMP HARD WIRED CONTROLED BY SWITCH ON LIGHT & INTERCONNECTED WITH BATTERY BACKUP. (MANUF. PROVIDES SUB -PANEL) (� SHELVES FOR SHAMPOO ETC. r� . _ CEILING MOUNTED LIGHT FIXTURE r = `-' Q _ 11=1I1- II \X/ II NEW 30 X 30 ATTIC ACCESS 8 42" HIGH GUARDRAIL T =1 i III I I {I I I� �,I I ► $ 3 THREE WAY WALL SWITCH II / ''-II1=1�I-" o WALL MOUNTED EXTERIOR LIGHT 6'-0" HIGH = = J SEE GUARDRAIL DETAIL 27 f 5---4 ��, 4 _►�1-t coMPACT�Dsa�o CLEAN FILL TO CEN. $ WALL SWITCH > COMBINATION LIGHT / EXHAUST FAN HEATILATOR WOODBURNING MUNUFACTURED FIREPLACE _ _ /A:°_ __ - 4'-0" VENT ALL FANS TO OUTSIDE AIR MODEL � EC36 UL LISTED UL�12'7 AND ULC-S610 111=11�—II I-11=III—"' CEILING MOUNTED FLUORESCENT LIGHT DUPLEX GFI RECEPTACLE MOUNT 15 TO CENTER OF LIGHT AND FAN ON SEPARATE SWITCHES -� LINE OF NATURAL GFI DEVICE (COVERED EXTERIOR OUTLET MUST BE CAPABLE OF 5 AIR CHANGES PER HOUR 10 WOOD FRAMED FIREPLACE SEE MANUF. INSTRUCTIONS _ F,, I " GROUND OWNER TO CHOOSE STYLE AND BRAND �APPROVED FOR WET USE PER NEC-410-4A). FOR FURTHER INFORMATION. WALL MOUNTED FLUORESCENT LIGHT FIXTURE 11 HEARTH EXTENSION SECTION N A- A GFI GFCI OUTLET MOUNT 6" ABOVE COUNTER ; FAU ; FORCED AIR UNIT IN ATTIC OR SPLASHLm 1 ou r► � s 5HmT llTU NSW FLOOP, PLAN �L. CTOCAL LAYOUT C ATE: NOV 12, 2004 Jop 2004-2?5 5CALr V5, PMVVN PY CMMP PY t A5 EXISTING � NEW EXISTING AND NEW ROOF PLAN SCALE: 1/4' - 1,_0„ ROOF PLAN NOTES GENERAL NOTES A. ROOF Rt t t tRATING (� GALVANIZED METAL GAGE MIN.) ROOF t FLASHING REQUIRED AT ALL VALLEYS KEY NOTES O1 ROOFING ASPHALT SHINGLE BY PRESTIQUE 30 YEAR COLOR TO MATCH EXISTING ICBO ES AC-127 WEIGHT = 3.3 LBS. �2 21 1/2" X 46 3/8° FIXED WR�11, (%L'UX-M$DEL # 1 # 106 FS LA RR# 24622) , p i!1 FRAMED STUCCO FINISHED APPROVED TERMINATION t• BY t t t•UL-127 A ABOVE RIDGE) = MALL ROUND DORMER LOUVER BY HARLEN METAL PRODUCTS MODEL #. DL 24 24" X 12" 1.5 SQ FT. AREA (VENT SPACE) ATTIC VENTILATION SUMMARY ATTIC SPACE 1 = 126 SQ. FT. VENT SPACE REQUIRED = .84 SQ. FT. PROVIDED 1.5 SQ. FT. ATTIC VENTILATION . i ATTIC VENT SPACE REQUIRED SPACE PROVIDED Q VENTILATIONATTIC ti ATTIC SPACE44• SQ. SPACEVENT REQUIRED i 1 PROVIDED 4.5 SQ. !Lieu kh ! ' 1 DWN11gG ROOM BEY014D A ! , / I I I milli ■111�1 �� N ....E ►���•,,� Lo En :01 ELEVATION DINNINGKITCHEN / SOUTH WALL 1r If j 5H�rf 1111X POOF PLAN INTOOI? �WON5 ' PAS: NOV 12, 2004 SOP # 2004-2!� SCALD PP,AWN �Y CHECK Pl Y ffA7-1,LA7-0P APPPOVfO 50UAPE 7-ffMINATION CAP woor-) ff/imlffo DOOR SCHEDULE DOOR AND FRAME SCHEDULE MARK DOOR FRAME NOTES SIZE TYPE GLAZING MATL EL DETAIL WD HGT THK HEAD JAMB SILL A 5'-0" 6-8" 1 3/4" WD PAIR OF FRENCH SWINGING B 3'-0" 6'-8" 1 3/4" WD FRENCH DOOR W/ 18" CASEMENT SIDELIGHT c 3'-0" 6'-8" 1 3/4" WD ENTRANCE DOOR W/ 18" SIDELIGHT (FIXED) D 2'- 6 " 6'-8" 1 3/4" HC UNDERCUT FOR MAKEUP AIR E 2'- 6 " 6'- 8 " 1 3/4" HC F 2'- 6 " 6'-8" 1 3/4" HC UNDERCUT FOR MAKEUP AIR G 2'- 6 " 6-8" 1 3/4" HC UNDERCUT FOR MAKEUP AIR H 2'-6" 6-8" 1 3/4" HC UNDERCUT FOR MAKEUP AIR 1 6'-0" 6'-8" 1 3/4" SL SLIDING CLOSET DOOR 1 6'-0" 6'-8" 1 3/4" SL SLIDING CLOSET DOOR K 2)-6)) 6)-8" 1 3/4)) HC L 2'- 6 " 6-8" 1 3/4" P D M 2'- 6 " 6'-811 1 3/4" P D N 2'-0" 4'-0" 1 3/4" SC DOOR TO TANKLESS WATER HEATER WINDOW SCHEDULE MARK SIZE TYPE MATERIAL NOTES WIDTH HEIGHT 1 2Y-0$l 2'-0$) SL XO TEMPERED 2 5t-0*t 4t-0t' SL XO (EGRESS WINDOW) 3 4)-0tp 4$-0" SL XO 4 6$-0)t 41-0fy SL xo 5 4'-0" 3)-61) SL X0 6 51-0" 4'-00) SL XO (EGRESS WINDOW) 7 3'-0" 4'-0" SL XO TEMPERED co ALL WINDOWS TO BE DUAL GLAZE WITH A U-VALUE OF 0.75 MINIMUM. -,`~' NOTES: 00 T = TEMPERED GLASS J = JALOUSY OG =OBSCURED GLASS AL =ALUMINUM SL SLIDER VI = VINYL SH = SINGLE HUNG WO = WOOD F.F. F = FIXED GB = GLASS BLOCK C = CASEMENT GRADE SEE MANUFACTURER'S INSTRUCTIONS FOR ROO" r) Z G/-/ FURTHER INFORMA TION NORTH EXTERIOR ELEVATION SCALE: 1/4' V-0' 151,19 ///Vo VELUX MODEL FS-106 NEW FL00R -'r''LAN Nu"TE� A 19 ICB0 ES ER-6075 R 21 112- X 46 318- GENERAL NOTES R-30 INSUL. R-JO INSUL, A. ALL EXTERIOR STUCCO COLOR TO MATCH EXISTING RESIDENCE 2"X4"x FRAMING 112 GYP 9D. 2"X4"x FRAMING DBL C. J. DBL C.J KEY NOTES LIGHT SHAFT ENCLOSURE FOR TANKLESS WATER HEATER (S.E.T.S. MODEL 180 SEE ATTACHED SPECS) R-30 INSUL. R-30 INSUL, (D CONC. STEPS ASPHALT SHINGLE BY PRESTIQUE 30 YEAR COLOR TO MATCH EXISTING ICBO ES AC-127 112- GYP BD. 112 - G YP BD. 42" HIGH GUARDRAIL SEE DETAIL 27/S-4 0 Detail 28 cz < < �X151IN6 & Prmo kOOF PMO PLAN PA1*�f NOV 12,2004 JOCK # 2004-23 5CAI� N,T,5, I2mwN Py P\A5 CldrXP PY (`/' 5 BEARING NONBEARING 44 HD2A A 5 S-2 S-2 25'-11'" O9 20413 SQ. FT. UNDER FLOOR AREA SAZ 2O 19 S-3 2.75 SQ. FT VENT SPACE REQUIRED s- S-3 CRAWL SPACE I CRAWL ESS OE 16 2 2 AccEss 16 2 6 SQ. FT VENT SPACE PROVIDED 15�-q S MST30 ._ _. — — __.. `.. — — _._.._._. __. — T & B PLATES \3/ 4x6 v 44 (E) RAISEDF CF1 CF1 HDR. HDR. FOUNDATION x 15 S-2 1 S-3 E 1 Q x 0 I `D2A 1 1 ( C.J. TO REMAIN I 1 I NOTCHING AND BORING STUDS 4x4 �-' � S52 ,_ „ ,-Off ,_ ,� NOTE: IN NO CASE SHALL. THE EDGE OF THE � � HD . 21 i 00 `� ( BORED HOLE BE NEARER THAN 5/$ TO THE CD to S-4 I 4x4 #1,TYP. ( I FACE OF THE STUD. c 8 O l I r s-3 = X v /kZ' _ Q1 F3 18 F3 1 F3 18 F3 16 ( 1 SST x z l S-3 S-3 S-3 S-3 I 12 23 C,, 0 x to fl 1 `�02 ' I ► 4x6_ HDR. U `� w 'I � �� l < x 4x4, u I m 1k 5 22 W I 30" X 22" OPENING I I 15 Q 4 "`" S�2 22 �b `''I PROVIDE HEADER _ p� 17 OVER OPENING S-3 11 _ Os61 4� S-2 °s F---' -� S-3 CF1 — —CF1— _ _ _ — __i I S-3 X 25 I -4x6 II Qo 4x6 { 1\I I I- __ _ — _ HDR., Fr_rHDR. 2 — 1 — _.__ _ — ___ .— I ( � 16 L_ 14A (S-93 S�3 I 2 S-3 S42 4 4' 11 _ Hb2A E S-3 — - S52 4,_9„ 6"-0" 4,_9„ 1 C.J. TO REMAIN � (3 o ~ I „ 209 SQ. FT. UNDER FLOOR AREA x ` z I 7 1 '' 1.39 SQ. FT VENT SPACE REQUIRE B M x B B 0 ( F3 0 F3 1 B r 2 SQ. FT VENT SPACE PROVIDED S-2 � �; "� s-2 S-2 �1 18F3 15 S-2 SST 12 w 1 S-3 S-3 23 s-4 13 `° a NOTE: SEE DETAIL 3.5 S-2 22 Oj 1 PROVIDE HEADERING ( 1 13 S-4 ¢6., 1 17 VER OPENING I 14B S-3 ° m d S-3 a FOR HEADER & TRIMMER DETAILS S-3Ry � �`j 1 ® I (� t� — BM. 5 4 10 DF 1 44 HDR. v F1 I I 16 s-3 s-3 1 x ( 1 S-3 S-3 I� qu- 24 Q X 21 51 I 11 R -4 x M 53 - S-3 m X , ZO NORTH LA_� NORTH 2 F3 18 ���� ( r' GIRDER (E) C.J. TO REMAIN ?� `-' A�� 4x4 -3 ( I `4!: HD A S 4 uh 1 ( 4 26 S-3 ..0 5 ( ,� c- (E) RAISED FOUNDATION `CF1 1 — -J s-2 s-4 �-, S-2 — 48 — — — — — — — — — —. — 115 SQ. FT. UNDER FLOOR AREA A T MST3P BM, ES L_ — 2 19 16 1 SQ. FT VENT SPACE REQUIRED 25 s-3 s-3 3 SQ, FT VENT SPACE PROVIDED'= HD6A s-4 25 S-4 12 1-011 2'-0'" 5 A S-2 S-2 A S-2 F:0UNIDA-FIGIN PlAN N0--r_`:" P�_AN NO-r`:::::`�_ LOS ANGELES RESEARCH REPORT #S GENERAL NOTES ITEM L.A. RR # GENERAL NOTES GENERAL NOTES FONT'. A35 CLIP 25119, 25293 1. THIS SHEET SHALL BE USED FOR FRAMING INFORMATION ONLY. SEE ARCHITECTURAL DRAWINGS FOR 7. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD A. SEE DETAIL 6 SHEET S-2 FOR CORD SPLICES ROOF SLOPES, DOORS WINDOWS, DIMENSIONS AND ETC. WALL AND PARTITIONS, INCLUDING FURRED SPACES AT THE B. ALL ANCHORS BOLTS AND HOLDOWNS SHALL BE TIED IN PLACE ANCHOR BOLT SCHEDULE HD S 24818, 25152 CEILING & FLOOR LEVEL & AT 1OFT. INTERVALS BOTH VERTICAL PROVIDE 2 1/2" SQ. X 1/4" THICK STL. PL. METAL STRAPS 25119 2. ROOF DIAPHRAGM SHALL BE 1/2" PLYWOOD, CDX, WITH 10D COMMON NAIL AT 6/6/12 ,UNBLOCKED. AND HORIZONTAL. PRIOR TO FOUNDATION INSPECTION MASHERS � ALL ANCHOR BOLTS. C. ALL FOOTING EXCAVATION SHALL BE INSPECTED BY THE SOIL ENGINEER JOIST HANGERS 24949, 25076 3. PROVIDE MULTI STUD OR 4X POST(SAME WITH OF BEAM) AT ALL BEAM ENDS U.N.O. & CITY INSPECTOR PRIOR TO THE PLACEMENT OF REINFORCING STEEL. RETRO BOLTS 25120 4. INDICATES TYPICAL 2X1C16"O.C. ROOF RAFTERS U.N.O. 1 (N) 5/8 DIA. X 10 A. B. @ 4 O.C. RETRO GLUE 25185 >, INDICATES TYPICAL 2X6#2@16 O.C. CEILING JOIST U.N.O. < COLUMN CAPS 22086 CONCRETE FOOTING N 5 8" DIA. X 8" A. B. C 4' O.C. COLUMN BASES 24818 5• 01 INDICATES 1-2X TRIMMER AND 1-2X KING STUD U.N.O., CF1 = 12" WIDE X 18" DEEP CONC. SSTB BOLTS 25248 FOOTING Wj2 #4 T&B SHEAR FALL SCHEDULE 4 MARK PANEL TYPE PANEL NAILING EDGES ALLOW SHIFT SHEAR TRANSFER TO TOP PLATE SILL NAILING SILL BOLTING»- CONCRETE PAD FOOTING SCHEDULE KEY NOTES EDGES AND FIELD SHEAR BLOCKING NAILS A35 FOR UPPER LEVEL 5/84 X 12" F1 1'-6" X 1'-6" X 12" DEEP CONCRETE PAD FOOTING PROVIDE 1/2" AIR SPACE 16/32" ST I PLYWOOD 8d 0 6" O.C. 012" O.C. 210 16d @ 8' O.C. @24" 16d @ 8" O.C. 48" O.C. W/ #4 REBAR @ 6" O.C. EA. WAY. @ ENDS AND SIDE W/ 55# FELT F2 2'--9" X 2'-9" X 12" DEEP CONCRETE PIER (UNDERPINNING) 3" MIN. BEARING 16/32" ST I PLYWOOD 8d 0 4" O.C. @12" O.C. 320 16d 0 4" O.C. 016" 16d 0 4" O.C. 48" O.C. W/ #4 REBAR @ 6" O.C. EA. WAY. 24" X 6" VENTS COVERED W/ CORROSION RESISTANT WIRE MESH 16/32" ST I PLYWOOD 8d @ 2" O.C. @12" O.C. 547.5 16d @ 4" O.C. @12" 16d @ 4" O.C. 24" O.C. F3 1'-6" X 1'-6" X 12" DEEP CONCRETE PIER W/ MESH OPENING'S OF 1/4" (SEE 2&3) SEE DETAIL 18 / S-3 16/32" ST I PLYWOOD 10d @ 4" O.C. 012" O.C. 760 16d @ 2" O.C. @12" 16d 0 2" O.C. 12' O.C. (SEE 2&3) STAGGERED 16/32" ST I PLYWOOD 10d 0 3" O.C. 012" O.C. 998 16d @ 2" O.C. @12" 16d @ 2" O.C. 12' O.C. (SEE 20) STAGGERED 'r. w � w � 5ffI1LF �X15f1N6 & PNO P,001' MMO PAN PAS! NOV I2, 2004 J0p # 2004-27 5CAL� N.T5. I MVVN PY P,/A5 CH�CK�P DY 2 X 8 R. BOA SIMPSON ST 2115 STRAP 2-16d TOE NAIL SIMPSON @4'-O"o.c. EACH SIDE, EACH -112" CDX PLYWOOD JOIST SHEA THING W18d @ 6'; 6 -112 -0. C. A M At4 BEAM PER PLAN + 0 2x6 #2 R.RAFTERS —7 @ 16 "o. c. 13.5 ,f S-3 Detail 1 ECC SIMPSON W/ o; d L� u- (2) 3/4"0 M. BOLTS co cl� X n 04 4/ X POST 2 X 6 #2 R. R. @ 16 -0. C. s 8 3 852 2 112" PLYWOOD CDX S-3 I W18d @6,12 o. c. P. 1 32116 2"x8" RIDGE 8d B. N, 3 2-X6"RF#2 R41 2 X BL OCKIN (f 16" 0, 0 0 �4 CK wo 12" 10,H, B. (o x 0 2 X 8 FASCIA W/ z 2 X 6 C.,J @ 16 "o. c. r13.5 2. 16d PER RAFTER S-3 Detail 4 V 6-16d A SIMPSON A-35 @ 16"o.c. PL YW000 WHERE 9 OCCURS 2 X 4 DOUBLE PLATE S-3 'P05T PAP;PIAN5 HDR, WHERE OCCURS \R 12" 51MI`SON HIS H0I 120WN 'O.H. ANCHOP P01,f 2 X4 STUD @ 16"o.c. 3 x -2 t I [301,f t21A c\j s- Detail 2 -2 x8" RIDGE�7 2x6 2"X6"D #2 R.R.#1 rB S-4 28 61 0. c. f> �S-4) Qo � C3 c'jx c� 0 I12 P\ot2 2< O.H. EXT. HIP Qo 2xb CN NUT 6'' MIN A I X 8 WOOD �7 SHIM WHERE OCCURS z -1 0 RIDGE BOARD 3 W S-2 woo 3 11 1.0 S-3 x \\S-2 2"x8" RIDGE s 11 3 Tiz 1 2 Aj2"X6"D #ZR.R. 1 n; S-a 16, 6.c. . , HRC 22 z SIMPSON---X 88L ANGLE EA. SIDE C-4 d POST @ HOLDOWN DETAIL Detail3 4N� NOTE: SEE DETAIL D'�taiTYPICAL WALL ELEVATION. & FOR HEADER TRIMMER DETAILSL 16" TyP- L � 4'-0" MIN. TOP PLATE LAP SPLICE II I DOUBLE TOP PLATE I 4'-0" MIN. 5-16 J MP 5PICF GENERAL NOTES 1 THIS SHEET SHALL BE USED FOR FRAMING INFORMATION ONLY. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, DOORS WINDOWS, DIMENSIONS AND ETC. 2. ROOF DIAPHRAGM SHALL BE 1/2" PLYWOOD, CDX, WITH 10D COMMON NAIL AT 6/6/12 , UNBLOCKED. 3. PROVIDE MULTI STUD OR 4X POST(SAME WITH OF BEAM) AT ALL BEAM ENDS U.N.O. 4. < > INDICATES TYPICAL 2X6 #1@16"O.C. ROOF RAFTERS U.N.O. z INDICATES TYPICAL 2X6#2@16"O.C. CEILING JOIST U.N.O. CALIFORNIA FRAMING HOLDOWN ANCHOR EMBEDDMENT. "All STUD BOLT BOLTS HD2A 5/8" DIA 12$2 2-5/8" DIA HD6A 7/8" DIA 1511 2-7/8" DIA KING� STUD KING STUD KING STUD �KING STUD HEADER HEADER TRIMMER STUDS -/ SILL '�TRIMMER STUDS FLOOR SHEATHING L PLA 5. ID INDICATES 1-2X TRIMMER AND 1-2X KING STUD U.N.O., -01 KEY NOTES ATTIC VENTILATION SUMMARY ROOFINGSEE SHEET A-3 ASPHALT SHINGLE BY PRESTIQUE 30 YEAR COLOR TO MATCH EXISTING ICBO ES AC-127 211 X41, %1:25 @ 161, o'c WEIGHT = 3.3 LBS. Aw& 1A T low 0 0 0 " Detail 3.5 I HM21,�P, 51Z�5 0 TO .41 41, x 41, 41 TO 61 41, x 61, 61 fo (51 411 x (511 (51 TO 101 411 x 1011 10' TO 121, 411 X 1211, < 5i�f iltE �X15TINCA & PWO F\00F PM PLAN PAI�: NOV 12,2004 Jop # 2004-2� PP\AWN PY CH�cffp Py MST60 2 X 6 #2 R.R, @ 16-O.C. 5/8)) CDX T&G PLYWOOD 2x6 F.J @ 16" O.C. SHT'G W/ 1 Od @ 6.10 1/ 21, cpX rLywoop 51-1111,16, 112 - PLYWOOD CDX W/ 2 oc, W18d @6�12 O.C. BN. 6X 12 BM, 2 A-`5% @ 161, Oct 5j @ 61 "1 6x 12 B M, @ 16 Oct 16 A�)% 161, oct P.1 321168d B.N. + +1 A35 @ 16" O.C. +I \+1 \_SIMPSON "CC64" 2 X BLOCKIN COLUMN CAP W/ 66T EA. SIDE (2) 3/4"0 M. BOLTS 16� 611 6-16d 4"x6" GIRDER SIDE (2) 2"X6'' PAt5 13N, 2"XIO" FIAf Vkl,�Y B.N. t- z 211 X6 11 @ 161, co + W/ 2-16c @ 16 11 OC, 4" X 4" POST 4 X6 POST + 6) '5d �h J5f, C'j' @ 16 2 X 8 FASCIA W1 2 X 6 C.J @ 16"o.c. 2"x6" P.T. SILL W/ A35 EA. 2 X6 '' Wf�k 2. 16Gf PER RAFTER z SIDE 3/16" X 3 1/2" U26-2 H*16rF, x X6 11 cj­z @ 161, Oct SIMPSON A-35 @ 16"o.c. POWDER DRIVEN PIN Detail 14A 2 W/ 16GA. WASHER @ 1611 Oct I( I (I I I r I (( III _ I (' PLYWOOD WHERE 2 X 4 DOUBLE PLATE 1 1 I IOCCURS 13�1� M. 5FLAN I III_' - - - 2X6 MST60 HDR. WHERE OCCURS 11I)I till11111 11-1 FT�T �2 X 4 STUD @ 16' oc. 1891 ­4L----------- 4. 6X 10 BM. KIX 12 BIVI� ++ SQ. +I\t+ Detail 11 Detail 18 SIMPSON "CC64 COLUMN CAP W/ (2) 3/4"0 M. BOLTS 4 X6 POST 1/ 2'' CPX FI,YW0012 5HV6, 211X 811 W1 8� @ 6,12 OC, A % @ 1611 OC. 211 X411 5TU25 4 X 4 KING POST P\AMP, @ 16 OC N, �W 16 @ 1611 OL, PN. Detail 14AB M5fA �O 2 X4 FATF, 128T ANGLE EA. SIDE. TFP PLA1F5 A'5�N @ 1611 # PLYWOOD AS NOTED + ON PLAN (2) 2''X4" PLM5 2"XIO" FI,Af VALLEY 2x STUDS @ 16" o.c. A35 @ 16" o.c. ++ W/ 2-16d @ 1611 OC. F6, + A 5/8" CDX T&G PLYWOOD 4K�4- 2X RIM OR BLK'G W/ 1 Od @ 6.10 O.C. IIX611 C, (�) 21IX6'' mtr, 2 J. 2x6 P.T. PLATE W/ @ 1611 OC, @ 1611 OC, XBOLTS PER PLAN I - ( �)'' CJ A'�� @ 16 6) 5� �A, ­15T, #.q FWX @ 1611 OC, 91, INTO @ �V 41, 0 X 1011 < LONCA Hol,� I U1 P W/ �poxy \-2"X6" F.J.016" O.C. rLywoop 211 X411 5TUP5 @ 16 11 OC, P co ftpll� OCCUP\5 6" Detail 19 00 DC-;tcil 12 Detail 8 BEAM SEE PLAN Coll 2-#4 CONT. TOP & BO1211 Detail 15 4" X 10'' t3M, PLYWOOD AS NOTED 112- CDX PLYWOOD ON PLAN SHEATHING 2" X 8" W18d @ 6", 6 12 "o. c. BLOCKING 112 COX PLYWOOD 2x STUDS 0 16" o.c. A35 @ 16" o.c. SHEA THING W18d @ 6-16-12-O.C. 0 00 2X RIM OR BLK'G 5/8" CDX T&G PLYWOOD WZ 1 Od @ 6.10- C. 0 2"X6" F.J.+ + B. 0 2x6 P.T. PLATE W/ 0. A.BOLTS PER PLAN @16" O.C. (2) 211x+1 N 2x6 # x *6 2 C. 2x6 #2 C. J. 5IMP50N �CCAI`� 0 16 110. C. 16"o. c. Q0 P05f CAP -(4) 16d EA. SIDE SIMPSON A - 35 5IMP50N U-410 12" LAP FACE MOUNTI�,P @ 16"o. c. 12" LAP 4'' X 10" D�AM. r, E9 . 6" HAN6L`!" 411 x �K P05T \-2IX4" DOUBLE TOP PLATE co 211 X411 5TUP5 @ 161, 0,C) 2"X4" STUD @ 16" O.C. IEll 4-1 Detail 19.5 2-#4 CONT. TOP & BOT-12" T— Detail 16 Detail 13 Detail 9 SIMPSON CMS T1 4 CONTINUOUS 3 j WALL STUDS FLOOR PLYWOOD AS NOTED JOISTS ON PLAN 2X SOLID BLOCKING WALL STUDS 8d B. A/. 8 2x STUDS @ 16" o.c. A35 @ 16" o.c,PLYWOOD SHEATHING 112 CDX PLYWOOD " 5/8" CDX T&G PLYWOOD 5/8" CDX T&C PLYWOOD PER PLAN - SHEATHING X 2 'W18d @ 6 6 12'o.c. c. BLOCKING 112' CDX PLYWOOD DOUBLE THE MEMBERS W/ 1 Od @ 6.1 Q O.C. 2X BLKG W/ 1 Od 0 6,10 O.C. L 48"� SHEATHING ABOVE THE OPENING PROVIDE HEADER IN, ABOVE OPENING 13 RAF A35 4" 18" 18" X 24" OPEINING Fm @ I SCREEM WITH 1/4" 2x6 T,P. PLATE W/ GALVANIZED WIRE o *1*,' 2x6 #2 C-1. XBOLTS PER PLAN 5; A35 2x6 #2 C. J. 00 @ 16"o. c, MESH 2 X 8 R. @ 16"o. c. 00 BOARD (4) 16d EA. SIDE A35 AT EA. SIMPSON A - 35 BLOCK 0 16" C. L 12" LAP 7.. 77 12"LAP 4X4 POST GRAVEL z cy-1 SHEAR WALL 4 -GRAVEL Av SHEAR WALL- 0- PER PLAN. PER PLAN, BEAM PER PLAN 2-#4 CONT. TOP & BO 14" 2811 1411 1 1­12 MIN. CRAWL DETAIL CRAWL DETAIL Detail 20 Detail17 Detail1 .5 Detail10 5H'�Ef iit� �XI5171% & PWO 1?00F PWO P1,M 04 07 At 5rff 23, 2004 J013 # 2004-25 5CAI,r V .5. PMWN ICY M CHAMP 13Y 0000 5H4- lll L� tV XI511 V'V A & V VO I\OOtyV�ffAY pt O 1 m M; TPf 2!�, 2004 JO # 2004-23 SCALD 5. MAWN t3Y A5 CHrCU COY P,A5 to S) Lamps used in luminaries for general lighting in kitchens and The following items represent the MANDATORY REQUIREMENTS for ALL RESIDENTIAL buildings and shall appear as notes on the bathrooms shall have efficacy of not less than 40 lumens per watt. (Fluorescent type fighting will meet this LOW (lans: RISE requirement). A) Before the building may be occupied. installation for manufactured devices regulated by the See. 150(k) certificates Appliance Standards or Port 6 shall be posted adjacent to the building pernifilt(s). Certificate shall, T) In Climate Zones 14 and 16 a vapor barrier shall be installed 1. Identify features required to verify compliance with the on the conditioned space side of all Insulation in all exterior walls, invented attics, and unvented crawl spaces to Appliance Standards and Part 6; protect Insulation from condensation. 2. Include the statement Indicating that the Installed devices conform to the Appliance Standards and Part 6 See. 150(g) and the requirements for such devices given in the plans and specifications approved by the focal enforcement U) Any new low-rise residential building shall meet the agency, following minimum requirements: 3. State the number of the building permit tinder which the 1. Ceiling Insulation. The opaque portions of callings construction or Installation was performed, separating conditioned 00009 from unconditioned spaces or ambient air shall meet the requirements of either 1 See, 10-103(a)(3)(A) or 2 below: 8) The builder shall provide the building owner, manager. and the occupants the appropriate Certificote(i) of 0. Callings sholl be insulated between framing members with Insulation resulting in an Installed thermal R-19 for the Insulation original Compliance and a list of the features, materials, components, resistance of or greater and mechanical devices Installed in the building, and Instructions on how to use them efficiently. ALTERNATIVE to Section 150(o)l.: insulation which Sec. 10-103(b)(1) is not penetrated by framing members may meet an R- value equivalent to Installing R-19 insulation between framing members and accounting for the C) After Installing wall, ceiling, or floor Insulation, the installer shall post effects of froming members. in a conspicuous location in the building a certificated signed by the Installer stating that the installation is with the plans and requirement of section 10-103(a) (2) (A) b. Floors shall be insulated between framing members consistent and conforms with the requirements of part 6. The certificate shall also state the manufacturer's name and material identification and with insulation having an installed thermal resistance of R-19 or greater. the installed R-value. alone. Sec. 10-103(c)(4) 2. Loose Fill Insulation. When loose fill insulation is Installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's D) Manufactured fenestration product shall be certified for overall U-volues installed design weight per square foot at the SHGC as rated by the National Fenestration Rating Council's NFPC 200: manufacturer's labeled R-value. , 1. Have a clearly visible temporat label, not to be removed before inspection agency, listen the certified value, solar heat gain 3. Wall Insulation. The opaque portions of frame walls separating conditioned spaces from unconditioned spaces by the enforcement SHGC offhe product and he method used to derive those or ambient air shelf meet the requirements of either a coefficient values. Also the label should indicate compliance with air infiltration or b below: requirement of Section 116(o) 1 a. Framed wolfs shall be Insulated between framing 2. Have a permanent 10W meeting the requienfirri: of section 10-111(A)(2) members with insulation having an installed thermal resistance of R-13 or greater. Framed foundation orgonizotion, and rating procedures. walls of heated basements or heated crawl spaces Sec. 11 6(a) shall be insulated above the adjacent outside ground line with insulation having an Installed E) Field fabricated skylight and windows, and exterior doors, shall be thermal resistance of at least R-13. weather -stripped. ALTERNATIVE to Section 150(c)l.' Insulation which EXCEPTION: Unframed glass doors and fire doors. is not penetrated by framing members may meet an R- value equivalent to installing R-13 insulation between framing members and accounting for the Sec. 116(b) thermal effects of framing members. F) Joints and other openings in the building envelope that are b. The weighted average. U-volue of walls shall not exceed the U-volus that would result from potential sources of air leakage shall be caulked, gasketed, weatheiristripped, or otherwise sealed to limit Infiltration installing R-13 insulation between framing Members and accounting for the effects of taming m*%bers. and exillitration. Sec. 117 4. Raised Floor insulation. Raised floors separating C"tkWv*d G) All Insulating material shall be Installed In compliance with spaces from unconditioned spaces or ambient air shelf meet the requirements of either a. or b. below: the flornesprear:1 rating smoke density requirements of Sections 707 of the USC. a, Floors shall be Insulated between framing members Sec. 11 8(c) with insulation having an Installed thermal resistance of R-13 or greater. 11) Heat pumps with supplementary electric resistance heaters shall have controls. b. The weighted average U-value of floor assemblies 1. That prevent supplementary heater operation when the heating loan can shall not exceed the U-value that would result from be met by the hoot pump alone, and Installing R-13 insulation between framing members 2. In which the cut -on temperature for compression heating Is higher than and accounting for the effects of framing me mbers. the cut -on temerature for supplementary heating, and the cut-off Sec. 150(o)-(d) temperature for supplementary heating. Sec. 11 2(b) I Masonry or factory-bullt fireplaces shall have the following: 1 Closeable metal or glass doors covering the entire opening of the firebox. 2. A combustion air Intake to draw air from the outside of the building directly Into the firebox, which Is at least six square Inches In area and Is s ipped with a damper readily 0000*We, operable. and tight fit,big or combustion air control device. NOTE: Not required if fireplace Is Installed over a concrete slab and will not be located on on SUPERIOR WINI)OW & DOOR THERMAL AND OPTICAL RATINGS WnU AM WrTHOUr Cd" CUV(MAY CI"RZ CLRWW-El U-VALUE SERIES SHGC VT SHOC W S W SHGC VT ..... . .. .. .... ... ...................... .43 .39 .47 .47 .3 wmw .52 .5 56M XO w/o 57 .59 .44 .40 .47 .44 .37 �53 .47 .33 - wopip .52 .53 .39 .35 .43 .39 .33 .47" =-47 .34 5700 SH wio .57 .59 .43 .39 .47 .44 .37 53a,.47 .34 wean .55 .56 .41 .37 .45 .41 .29 A4-- .49 .35 86WX0 wio .60 .58 .46 .38 .49 .43 .12,, .30 .49 .35 wom .55 .56 .42 .37 .42 .29 .49 .49 .34 8700 SH w/o .61 .63 .46 .42 ­145 .50 -.4-6 .32 35 .49 .34 wmw .61 .63 .46 .42 .50 -.47 .32 .55 All .48 32 8602 PW wito A) .67 .70 .50 A7 .55 .52 .35 .62 .48 .32 wo W M m .50 .51 .39 .34 .42 .38 .33 .45 .50- --ai, IR 9WN I D w/o .56 .57 .42 .38 .46 .42 .36 .51 .49�­ ,36 --- A5 A6 .35 .31 .34 .24 .40 .42- - -.31'. 7100CM w/o .50 .51 .38 .34 At— -t,;,26±.44 AA .45 46 .35 .31 .34 .24 ".44. 211�' .32 73MA w/o .50 .51 .38 .34 ..�41 .37 `\­26 .44 41/M=­33 ��CWM = :65 ---- "'.50 .42 .54'-'11­.4_7­ '.36 .56 .49 .38 9300 3M wilo .71 .71 .55 .47 J_9 .52 .41 .63 .49 .38 .56 58 .43 .3 AT, ,AAA -L .29 .51 .49 .34 "WX( wio ­62 .65 .47.1,43-1,­.­51 -1 48 .32 1 .57 ;.49 .34 ................. ................ wom AS- ........ ... . ...... 1­ .49 .41 ........ 17. ... ............................ .53 [ 46M XO W/o .53 .45 .57 .50 .38 .59_ .60 wGpm .62 .60 .46 .40 52- A, -;44- - -36 .53 ,.75 .60 4700 SH w/o -.67­--;67 .52 .44 .56 .49 .39 .59 '.75 .60 WGM .'65-- ---�I68 .50 .45 ­36 .60 4M PW w/o, 3t" .75 .54 0 .59 ,.55 .39 .66 .59' ".40, .531.50 .42 .33 .45 .37 .30 A3 .71 .60 4100 Cat wiio .57 .55 .45 .36 - . 8- .32 .48 .73, -.60" we .53 .50 .42 .33 .45 - - 37 .30 .43 .73 ­60 4300 A wito .57 .55 .45 .36­,A8­­­,%41­-.32 .48 .71".60 wom .65 .64 .50 .42 .54 .47 .37 .56 .73 -.59 %WX0 I w/o 1 .71 1 .71 1 .55 .47 , .59j .52 1 .41 .62 .75 ".59 I exterior wall. Certificate of Compliance: Residential (Addendum � _ CF-IR 3. A flue damper with a readily accessible control. SINGLE HOUSE ADDITION 11118/04 EXCEPTION: When a gas log, log lighter, or Project Title Date decorative gas appliance Is Installed In a fireplace, the flue damper shdl be Special Features and Modeling Assumptions blocked open if required by the The local enforcement agency should pay special attention to the Items specified In this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local manufacturer's Installation instructions anfrirramant acianev determines the adeauacv of the lustification, and may reject a buildina or design that otherwise complies or the State Mechanical Code. 4. Continuous burning pilot lights and the use of Indoor air for cooling a firebox jodkillft, when that Indoor air is vented to the outside of the building, are prohibited. Sec. 150(e) 13) All hooting and/or cooling Systems other than wood stoves shall have an automatic thermostat with a clock mechanism or other setback mechanism that in the system off during periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least 2 periods within 24 hours. sec. 1500) I<) The air handling duct system shall be constructed, Installed, sealed and Insulated as provided In Chapter 6 of the Uniform Mechanical Code. (Must be insulated to a minimum Installed level of R-4.2 or be in conditioned space). Sec. 150(m) 1.) All fan systems exhausting air from the building to the outside shall be provided With backdraft or automatic dampers to prevent air leakage. See. 1 50(m)7 M) Storage gas water heaters with an energy foctor<0.58 shell be externally wrapped with Insulation having Installed thermal resistance of R-12 or greater, See. 150(j)l A N ) Unfired hot water tonks, such as storage tanks and backup storage tanks for solar water hooting systems, shoji be externally wrapped with Insulation having on Installed thermal resistance of R-12 or greater or have internal Insulation of at least R-16 and a label on the exterior of the tank showing the insulation R--value. Sec. 150(J)18 0) Duct system opening shall be sealed with mastic, tops, aerosol sealant, or other duct closure system that meets the applicable requirement of UL 181A, or UL1818 including collars, connections and spike& If mosaic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape Shall be used. Sec. 150(m) P) Building cavities shall not used for conveying conditioned air. Sec. 150(m) 0) Joints and seams of duct system and their components shall not be sealed with cloth bock rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. Sec. 150(m) R) Piping, buried or unburned, for recirculating sections of domestic hot water system. piping from the heating source to the storage tank for an indirect -fired domestic water heating system, cooling system piping below 55 F, and the first five feet of hot and cold water pipes from the storage tank for non -recirculating systems shall be thermally insulated In accordance with table No. I- T. le Sec. 150(i)2 an R-12 External Blanket. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS 3rOVIder, The HERS rater must document ire new verification and aiagnosuc te5ung Or inese measures on a corm %,r-am. Run initiation Time: 1i/1810127:59:45 RgnCode: 1IOQ793585 EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number! K042780 Page:S of 20 Certificate of Compliance: Residential (Part 1 of 2), CF-1 R SINGLE HOUSE ADDITION 11/18/04 Project Title Date 637 S. TOWNSEND STREET SANTA ANA Project Address Building Permit# PERFECT DESIGN & ENGINEERING, INC. (626) 289-8808 Plan Check / Date Documentation Author Telephone Computer Performance 8 - Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: - 1,870 f? Average Ceiling Height: 8,0 ft Total Conditioned Slab Area: 0 f? Building Type: (check one or more) [XI Single Family Detached 1-1 Addition F1 Single Family Attached R Existing Building ❑ Multi -Family A rul I Existing Plus Addition Front Orientation: (West) 270 deg . Floor Construction Type: R Slab Floor Number of Dwelling Units: 1.00 Number of Stories: I FX] Raised Floor :1111114 011 il, M! 14 4 4 1 1, Rill] WA, I NI I Component ype Frame Type Const, Assembly - aue LocationJComments e, typical, etc.} R-0 Roof (RA24,16) Wood 0,299 Exterior Roof R-0 Wall (W.0.2x4,16) Wood 0.386 Exterior Wall R-0 Floor (R0.24.16) Wood 0.101 Exterior Floor I Over Crawlspace (w/R-6 Credit) R-30 Roof(R.30.2x12.16) Wood 0.035 Exterior Roof R-13Wall (W.13.2x4.16) Wood 0,088 Exterior Wall R-19 Floor (F.1 9.2x8.16) Wood 0.038 Exterior Floor / Over Crawlspape (w/R-6 Credit) FENESTRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor SHGC Shading Yes / No Yes if No Front (West) 46.2 1.28 0.80 Bug Screen n nX 0 nx Left (North) 38.8 1.28 0.80 Bug Screen Right (South) 14.0 1.28 0.eo Bun Screen El nx 1:1 fx Rear (East) 89.7 0.75 0.68 Bug Screen n nX n nX Left (North) 20.0 0.75 0,68 Buo Screen 1:1 nX n nX Right (South)_ _40.0 0.75 0.68 Bug Screen n 0 F] [9) 0 n El n ❑ 11 n El ❑n 1:1 0 El 1:1 n 0 El El El D Run Initiation Tirne* 1111810407.*59:46 Run Code: 11Q07935liS �EnergySoft User Number: 1919 Job Number., K042780 F I Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, Items marked with an 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions* Check or Initial applicable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT Building Envelope Measures [K 1150(.): Minimum R-19 ceiling Insulation. D§150(b): Loose fill insulation manufacturers labeled R-Value. 9 150(c): Minimum R-1 3 wall Insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). [K*§150(d): Minimum RA raised floor Insulation in framed floors or equivalent. ❑§150(1): Slab edge insulation -water absorption rate no greater than 0,3%, water vapor transmission rate no greater than 20 permAnch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/Exhitralkin Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. E]§ 150(g): Vapor barriers mandatory In Climate Zones 14 and 16 only. 150ft Special infiltration barrier installed to comply with Section 151 meets Commission quality standards, 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 1 50(h): Heating and/or cooling loads calculated In accordance with ASHRAE, SMACNA or ACCA. 150(l): Setback thermostat on all applicable healing and/or cooling systems. O1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an Installed thermal resistance of R-1 2 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 1 Back-up tanks for solar system, unfired storage tanks, or other Indirect hot water tanks have R-1 2 external Insulation or R-16 combined Intemal/external insulation. 4. AM buried or exposed piping insulated In recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping Insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number: K042780 V Page:6 of 20 REVISIONSBY Certificate of Compliance: Residential (Part 2 of 2) CF-1 R SINGLE HOUSE ADDITION 11/18/04 Project Title Date HVAC SYSTEMS Note: input Hydronle or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution HeatingEquipment Minimum Type and Duct or Type U ( mace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUEIHSPF) (ducts, attic, etc.) R-Value Type Comments - 80% AFUE DAmis-In is 4,2 - Setback WHOLE HOUSE Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner 10.0 SEER - Ducts in Attic 42 setback WHOLE HOI ISE WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standb)7 Tank lnsul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (0o) R-Value RF.EM 22VR75-70N (75 Small Gear Standard 1 70.000 75 n1a --- 12- I For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency, REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I 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. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: RAYMOND M. ZHONG. P.E, Title/Firm: DESIGN STAUFFER Title/Firm: PERFECT DESIGN & ENGINEERING, INC. Address: 12803 LARWIN RD. Address: 2416 NORWALK, CA 90650 Al Ilk Telephone: (562) 889-9993 Telephone: Noe 2i,63 (signature) (date) (signature 'w" Ex 0 17 (date) Enforcement Agency Name: Title/Firm: Address: 0 F C6" k* Telephone: I EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number. K042780 Paae:4 of 20 1 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, items marked with an 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere In the documents or on this checklist oniv. DESCRIPTION Instructions., Check or Initial applicable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) If 150(m): Ducts and Fans 1. All ducts and plenums 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 R4.2 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 UL181, UL181A, or UL181B. if mastic or tape is used to seal openings greater than 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 shah not be sealed with cloth back rubber adhesive duct tapes unless such tape Is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape Is used In combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers, S. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coaling that Is water retardant and provides shielding from solar radiation that can cause degradation of the material, FX] § 114: Pool and Spa Heating Systems and Equipment 1, Certified with 7801. thermal efficiency, on -off switch, weatherproof operating Instructions, no electric resistance heating, and no pilot. 2. System is Installed with at least 36' of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36' of pipe between fitter and heater for future solar heating, b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. FK§115: Gas fired central furnaces, pod heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 0 §118 (0: Cool Roof material meet specified criteria Lighting Measures FK] §150(k)l: Luminaires for general lighting In kitchens shall have tamps with an efficacy 40 lumenstwatt or greater for general lighting In kitchens. This general lighting shall be controlled by a switch on a readily accessible righting control panel at an entrance to the kitchen. FX� §150(k)2: Rooms with. shower or bathtub must have either at least one luminalre with tamps with an efficacy of 40 lumens/waft or greater switched at the entrance to the room or one of the alternative to this requirement allowed In Section 150(k)2.: and recessed calling fixtures are IC (insulation cover) approved. 3,1 By EnergySoft User Number: f 919 Jab Number: K042780 Page:7 of 34� ­116 AL D AC SYSTEM HEATING AND COOLING LOADS SUMMARY ECT NAME DATE SINGLE HOUSE ADDITION 11/18/04 =_M NAME FLOOR AREA -WHOLE HOUSE 1.870 ZHECKS Number of Systems Heating System Output per System 71,000 Total Output (Stuh) 71,000 Output (Btuh1sqft) 38.0 Cooling System Output per System 46,000 Total Output (Stuh) 46,000 Total Output (Tons) 18 Total Output (Stuh/sqft) 24.6 Total Output (sqft/Ton) 487. Air S stem CFM per System 1,600 Airflow (cfm) 1,600 Airflow (dmisqft) 0.86 Airflow (cfmfTon) 417.4 Outside Air ()o Outside Air (efrinislift) 0.00 Note: values above given at ARI conditions HE Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 0 2,610 41 CARRIER 38CKC-048/58STA-090-16 37,846 4,521 71,000 Tot al at Adjusted System Output 4:61:45]2 L A!dju led for Peak Design Conditions) _71,000 -- J TIME OF SYSTEM PEAK Aug 2 pm] Jan 1=2 am 33.0 OF 68,5 OF 68.5 OF 105,0 OF Outside Air 0 cfm Supply Fan Heating Coll ik 1600 cfm 68.5 OF h Return Air Ducts 4 -Supply Air Luets � -�( 103.5 OF E-R-0-0-M -S I 70.0 OF I 97.2 169.5 OF 79.5162 6 OF 79�5 62.6 OF 55.0 53.5 OF > > Outside Air Supply Air Ducts 0 cfm Supply Fan Cooling Coll 56.5 / 54.1 OF 0 1600 cfm 40.4% R.H, ROOMS 79Z t 62.6 OF 78.0 / 62.1 OF Return Air Ucts LergyPro 3.1 ByNumber:Job Number; K042780 PegW IS Of 20 N A its Z Sheet CF1R,MF-1R - & MANDATORY REQUIREMENTS Of Sheets