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HomeMy WebLinkAbout10148567.pdfSUMMARY OF WORK: The Contractor shall verify all dimensions and conditions on the plans and at the site and shall notify the Architect of any discrepancies found. All work shall comply with applicable State statutes, city ordinances and the regulations of other agencies having jurisdiction. The contractor shall assume full responsibility for complying with the construction safety orders of the State Division of Industrial Safety, the regulations of the Federal and State Occupational Safety and Health Administrations, and such other . agencies governing the contractor's acts.. The Contractor shall be responsible for and hold harmless the Architect for any damages and/or penalties resulting from his failure to comply with said laws, statutes, ordinances, and regulations. ALTERNATIVES: No alternate methods of construction or substitutions shall be allowed without approval; of the Architect: DISCREPANCIES: Drawings take precedence over specifications, detailed drawing and specifications take precedence over general drawings and specifications, dimensions take precedence over scaled measurements. The General Contractor . shall co-ordinate and verify with the plumbing, mechanical, and electrical contractors the size and. location of all piping, ductwork, trenches, sleeves, special bolting for equipment conduits, etc., through and under concrete slabs prior to pouring of footings and floor slabs. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc„ isthe 'sole responsibility of the Contractor, and has not been considered by the Structural Engineer. GENERAL NOTES I The contractor shall in the work of all trades perform any, and all cutting and patching necessary to complete the work, and shall protect the existing building from i damage caused by the work. The contractor shall repair and restore the . existing construction to it's original condition to the satisfaction of the owner. 2. The contractor shall not disrupt existing services, operations or utilities, without obtaining owners pfior approval and instructions. 3. Coordinate demolition and construction to remain so as to provide the best possible joint or underlying surface for the new work. 4. All construction and workmanship shall conform to local building codes. 5. The contractor shall visit the job site and be responsible for the verification of all conditions and dimensions prior to commencing construction. 6. The contractor shall be responsible for leaving all finish surfaces clean at completion of the work and shall remove all excess material and debris from the job regularly. GENERAL 1. The contractor I shall verify all dimensions before starting work. The owner shall be notified immediately of any discrepancies. Contractor is responsible for the accurate placement of the building on the site 2. Plans and specifications shall conform to all local codes. 3. The contractor shall I be responsible for leaving all finish surfaces clean, at completion of the work and shall remove all excess material and debris from the. job regularly. ! 1. . Provide labor, materials, equipment and services necessary for excavating, backfilling and compactbg in accordance with architectural drawings and these specifications. 2. The contractor shall remove, all excess materials from the site and repair any damaged areas to the owner's satisfaction. CONCRTE I FOUNDATION 1. Furnish, install and finish concrete work complete, including grading under all slabs, plastic membranes, form work, reinforcing, etc., and placement of bolts, supplied by other trades as indicated on drawings. 2. All concrete for slabs on grade shall have 2500 psi ultimate compressive strength in 28 days. Stab finish to be wood float and steel trowel to smooth dense finish. Apply broom finish to exposed slab surfaces. 3 All reinforcing steel and anchor bolts shall be well secured in position prior to pouring concrete. A. Provide 518*dia. x 10" anchor bolts embedded 7* in concrete @ 48* O.C. or as noted) with bolt maximum 9' from sill ends. C'oncrpte shall 'he machine mixed 1:2 1/2:3 1/2 with 7 1/2 gat water per sack of Reinforcing stepl shall be intermediate grade deformed bars conforming to ASTM ,L,­615 ard A-305, 7,:M='n;.rnuM lap for+ reirforcing bars shall be 20 dia. or 1'-6' in concrete, Minimum orotective. coverage of steel in concrete footing pad or any concrete poured shalt be _.S*; stab - 3/4'. 0 Provide 6x6/#I0_I0 WW Mesh at all on -grade building slabs. (U.N.0 10, Note: extend one lower footing bar up 18" above finish floor for electrical ground at service panel, bar 20'-0' long minimum. 11. The slab shall be placed over 2" sand over 6 mil. plastic film vapor barrier. The vapor barrier shall be properly lapped and sealed. WOOD 1FR,�M NG 1 � 1. All framing lumber shall be douglas fir no. 2 grade or larch except as noted, Studs shall be douglas fir no. 2 grade, All posts and beams shall be graded no. 1. 2. All lumber in contact with concrete, less than 48' from the ground shall be pressure treated or durable wood. 3. The number- and size of nails connecting wood members -together shall be in accordance with Table 23-I-Q of the Uniform Building Code unless. otherwise noted or detailed., 4. Isolated wood posts shall be attached to concrete slab or foundations with ICBO approved metal anchors. Separate from concrete with minimum 1/8' thick metal plate. Isolated wood posts shall be attached to beams at top with ICB0 approved metal post ��l </9 I 5. Plywood notes: A Douglas fir PS-1-94 B. Face grain shall be perpendicular to joists. # C. Stagger all joints structural g I rade : as graded by an approved grading agency D. plywood shall be stru E. All plywood used on walls, roofs; floors, sh4II be bonded with exterior glue. F. hoof diaphragm i i nailing: min. PH box nails 0 6* O.C. @ edges; 12' O.C. @ /tin intermediate supports.. I Div 0; 6. Top plate of all stud walls shall be two pieces same size as studs, splices to lap 4'-0" min. and nailed with (8) 16d min. each side of joint. 7. Provide 1/8*x 1 1/2' metal straps where plates are interrupted or broken. 8. Holes for bolts shall be same size as bolts or 1116* larger. 9. Provide 2x3 cross bridging @ 10'-0* O.C. for, roof joists (or approved metal cross bridging). 10. Floor joists shall have blocking @ 8'-0' O.C. 11. Provide 2x solid blocking at each support. 12. Provide double joists under parallel partitions. 13. Install I wx diagonal let -in wall brace @ 26-0" O.C. or plywood sheathing. 14. Provide 2x - solid fire blockirj�;_in st,;O walls and partitions, irc':jding furred spac,:,,, so placed - ed that maximum dimension of arty concealed space doc firestop at ceilings and furred soffits. 5. Unless otherwise noted, all exterior wall studs shall be 2x4 9 16" O.C.; ii-iler o­� a to shall be 2x4 @ 16' O.C. with larger studs to be provided where raquirec' accommodate plumbing I lines electrical panels, etc. 16. Provide minimum I' clearance between all wood And fireplace chimney. 17. Header schedule: 2-2x4 to 3'-0" 2-2x6 to 4'-0" 2-2x8 to 6-0" 2-2xI 0 to 8'-0" 18..Coptractor shall provide necessary blocking, backing and framing for light fixtures, electrical 'Units, A.C. equipment, and all other misc. items requiring same. 19. Header joists over, 6-0" long and tail joists over. 12'-0* long shall be supported by approved metal hangers. DOORS AND WINDOWS: Sand and refinish doors and 20. HANGING . ..OF.wo6D window sash as required. Hang doors with clearances of not more than 3/32" at head and jambs; 1/2" or as require . d at sills. Bevel lock edge, Install windows as indicated on for hardware before finish is applied. Do not install hardware plans. Do all mortising until painting/staining is complete. Keep all hardware free from scratches, dents or other defacements. 21. Framing contractor shall supply all sisalkraft paper used a, exterior door and window frames. 22. Framing contractor shall supply anc apply approved mastic caulking material at all This shall include, but is not limited points in the framing where leaks are apt to occur. to, sills, flashings, windows, etc.. Special care shall be used in the application of all ­- sisalkraft and building papers to prevent leaks, using waterproof 130 Ov9r al' duo ar-td windows. 23. Exposed overhangs shall be I1x 6" tongue and groove s:)iid .0 - lat- plate. Roof sheathing must edge nail into freize/shear block oper shet s from roof to wall. IN ENERGY INSULATION_ 1. All exterior walls shall be insulated with blanket -type rrline.mil,fiber or glasE fiber (P,) of not insulation conforming to federal spec. HH-1-521E with a themil.al resistance less than 13 2. All ceilings of roof ceiling assemblies shall be insulated with blanket -type mineral or fiber. insulation conforming to federal spec. HH-1-521E with a thermal resistance glass (R) of not less than 30. 3. Swinging doors or 'windows to the exterior or to unconditioned spaces such as garages shall be fully weather -striped to limit air infiltration. 4. All sliding glass doors and windows shall be certified and labeled to show 1972 American National Standards Institute conformance with air infiltration standards of tested in accordance with ASTME 283-73 with (AI34.1, A134.2, A134.3, A134.4) when a,. pressure differential of 1.57 lb/sqft. 5. All heating or cooling ducts located outside the building energy envelope shall have I" thick all joints and seams, sealed and shall be insulated with a minimum .(.6 ARMECTUP A MCH'TECTU' lb/cult.) fibrous insulation. PT 6. Insulate interior walls around bathrooms and service rooms adjacent to habitable FACCEMEDFOR areas and floor/ceiling assemblies above habitable areas with fiberglasp or mineral wool SE SEPARATE PERMI baits, 3 1/2' thick. T I L P ELECTRICAL, PLUM611 Thiss setof plans I his set of plane, andspec! at all tima ant4 it IF I , up at all times an(, It IS UP,1,1VW FINISHES alterarlons on same witho it City of Santa Ana, 0 backed plaster lath to be stucco -rite' galvanized wire mesh wit!", paper 1. aput I The acceptance of this plai and specifical backing or equal. be hold to permit not be an approval of th 2. The application shall be a three coat application consisurg c4 sc­t, provisions of AN ity di nce or State I coat and finish coat. Proportions to meet manufacturer's recommendations anti slh-c!, be s of the Caflforn�a La h,;ng and Pla_su1ing MI in accordance with the recommendation A=Ped �ican National Standard's �nsfitu`,e, Stan-'&rd�: A" 22 l Contractor's Association and the Ame. and A423. CITY OF 3. Painting materials shall be of general quality as Sherwin,- c a's Date I S Williams, Sinclair, Dunn -Edwards, or Devoe Products. 11%11. P.-Imer _-nd ni ­ - , including color pigments, shall be lead free. Colors as direc,c, 1-y owner EPDXY MORTAR.. Foil 1. Materials: Por-Rok epoxy mortar or equal. consistency. ter to a fluid (pouring) cons I 1pa 2. Installation: Por-Rok shall be mixed with water I OL Correct- dilution is 4.5 oz, of water to one pound of Por-Rok or 1.5 pints of water to 5 tbs. of Por-Rok. The hole shall be free of particles and debris. Fill hole with water, scrub 01 DEN sides and bottom with stiff scrub brush. Remove excess water. The hole shall be clean and uniformly damp. Use the appropriate flat washer for the size, bolt anchored. Place in to bolt in hole with head down and washer resting on head. Pour Por-Rok mixture no 4 Departm( 'oe space around bolt. UL-,lic woirks A GYPSUM WALLBOARD Vi /F Gypsum board, ASTM C36, regular 1/2" typical, 5/8" Type "X' fire code for walls and ceilings where indicated complete with manufacturer's standard metal trim accessories 0 Glig Permi radi at connections with other materials, Ccunty of 01`3 PAINTING ai/OSHA Painting materials shall be of general quality as Dunn -Edwards, or Frazee Products. All primer and finish coats including color pigments, shall be lead free. Colors as directed by Owner. Painting shall be in accordance with the recommendations of the 'Painting -. and Decorating Contractor's of America" Architectural Sp ciflications Manual and N I M, OCCUPANCY TYPE OF CONSTRUCTION AREA OF NEW WORK DESCRIPTION OF NEW WORK PLANS COMPLY WITH 2001 ED. CBC. 1997 ED. UBC. R-3 DWELLING TYPE V-N 834 SQFT. SECOND FLOOR NEW WOOD FRAMED ROOM ADDITION OVER EXISTING ENTRY/LIVING RM./ DINING RM./KITCHEN 2001 ED. CALIFORNIA PLUMBING CODE 2001 ED. CALIFORNIA MECHANICAL CODE 2001 ED. CALIFORNIA ELECTRICA: - CODE 2001 ED. CALIF. ENERGY EFFIC. STD. SHEETINDEX K 10. KI DESCRIPTIOIN !Z� A I A1- ' A - ------------ tV.LX -TI The contract drawings and specifications represent the finished structure, unless otherwise shown. They do not indicate the method of construction. The contractor shall supervise and direct the work and he shall be solely responsible for all construction means, methods, techniques, sequences and procedures. Observation visits to the site by field representatives of the Architect/Engineer shall not include inspection of the protective measures or the construction procedures required for same. Any support services performed by the Architect/Engineer during construction shall be distinguished from continuous and detailed inspection services which are furnished by others. These support services: performed by the Architect/Engineer, whether o whether performed prior to, during, or after completion of construction are penormed solely for the purpose of assisting in,quality control and in achieving conformance with contract drawings and specifications, but they do not guarantee contractors performance and shall not be construed as supervision of construction. Unless otherwise provided in the contract documents, the contractor shall provide ano pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, fencing, barricades and other facilities and services necessary for the proper execution and completion of the work, whether temporary or permanent and whether or not incorporated or to be incorporated in the work The contractor ' shall be responsible for all cutting, fitting or patching that may be required to complete the work or to make its several parts fit together properly. T BY WRITTEN AUTHCRIZATICN. caps or straps.Ei NOT BE USED ON ANY OTHER WORK EXCEP manufacturer's installation instructioi COMPANY AND SHALL �ryrAND CCPYRIG�iT OF KENNETH G. BROWN AN "HESE CRaVVING5 ^tql_ SPEC IP;CA, I ON,- U) W 0 Z W UJ to r- LU U) Lo Ct�', L 0 U 3LIJ S\4 C, > L GU Z. cr) Lli 0 0 0 _0 U. 0 (D % -y- <t- PrAp Date -4 Scale Drwn By I Job No. I Sheet No. i E =XISTI G FIRST FLOOR FLAN - DEMO R, ,I* 1 0 0 1= (D REMOVE ROOF FRAMING 2. REMOVE EXTERIOR STUCCO FINISH WHERE WALL BECOMES INTERIOR 3. REMOVE WALL FRAMING AS INDICATED - SHORE UP ROOF FRAMING AS REQUIRED 4. REMOVE CABINET AND FRAMING ---mme� Z Q) Z Q) 3 Q) Qo lu x (a LL .44 Lu (Y Q) uJ FU u- \9) YJ 01 Q) r �Dats Sheet No. A2 moo THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KENNETH G. BROWN AND COMPANY AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION aI-oil I m WIRE IN NEW CONSTRUCTION, BA i EHY OPERATED IN EXISTING r N fam 000mm"'0% NEW 6E"CONOCI) *LOB r4!'- I ► 10!l C STRUCTI® TES 1 2"x 4" @ 16" O.G. WOOD STUD WALL WITH 7/8" STUCCO OVER PAPER BACKED WIRE LATH EXTERIOR, R-13 BATT INSULATION, 1/2" GYP.BRD. INTERIOR 2. 5'-O"x 4'-O" HORIZ.-SLIDING ALUM. FRAME WINDOW 3. 4'-O"x 4'-O" HORIZ. SLIDING ALUM. FRAME WINDOW PLUMBING NOTES `1�t�pela�st� BLS. 4. 2"x 4" 0 16" O.C. WOOD STUD WALL WITH 1/2" GYP.BRD. EACH SIDE ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM TO LOCAL CODES 5. HARDWOOD HANDRAIL 1. INSTALL ELECTRICAL WORK AS SHOWN ON PLANS TO CONFORM TO ALL 2. SANITARY PIPING SHALL BE SCHEDULE 40 ABS DWV OR SCHEDULE 40 APPLICABLE CODES PVC DWV WITH 2 % SLOPE TO DRAIN 6. 2'-6"x 6'-8"x 1 3/8" EMBOSSED WOOD DOOR WITH WOOD FRAME, PAINTED g. � WATER SUPPLY AND DISTRIBUTION PIPING SHALL BE TYPE °L" COPPER PRIVACY LOCK 2. CONVENIENCE OUTLETS SHALL BE SPACED NOT TO EXCEED 12'-0" O.C. ALONG FURNISHABLE WALL SPACE 2'-0" IN LENGTH OR GREATER FLUXES AND SOLDER WITH A LEAD CONTENT WHICH EXCEEDS TWO TENTHS OF ONE PERCENT (002) ARE PROHIBITED IN PIPING SYSTEMS 7. 6'-O"x 6'-8" BI-PASS CLOSET DOORS 3. PROVIDE GFI AT EACH EXTERIOR OUTLET WITHIN 6'-O" OF GRADE, ALL BATHROOMS, AND WITHIN 6-0" OF KITCHEN SINK 4., WATER CLOSETS SHALL HAVE AN AVERAGE CONSUMPTION OF NOT $ 3'-O"x 6-8" GYP.BRD. WRAPPED OPENING MORE THAN 1.6 GALLONS PER FLUSH 4. WRING FOR LIGHTING CIRCUITS SHALL BE NOT LESS THAN #14. WIRING FOR OUTLET CIRCUITS SHALL BE NOT LESS THAN #12. 5. SHOWER HEADS SHALL NOT EXCEED A WATER SUPPLY FLOW ROTE OF 9. SHOWER - CERAMIC TILE FLOOR AND WALLS TO +84" WITH SAFETY NO ALUMINUM WIRING. 2.5 GALLONS PER MINUTE GLASS ENCLOSURE 5. PROVIDE DEDICATED CIRCUIT FOR EACH KITCHEN APPLIANCE 6. SINK FAUCETS SHALL NOT EXCEED A WATER SUPPLY FLOW RATE OF 10. 2'-4"x 6'-8"x 1 3/8" EMBOSSED WOOD DOOR WITH WOOD FRAME, PAINTED 2.5 GALLONS PER MINUTE PRIVACY LOCK 6. PROVIDE ARC FAULT PROTECTION FOR OUTLETS IN SLEEPING ROOMS ELECTRICAL LEGEND }-0 WALL MOUNTED INCAND. FIXTURE CEILING MOUNTED INCAND. FIXTURE 0 RECESSED DOWNLIGHT FIXTURE EXHAUST FAN - 75 CFM 2-TUBE FLUORESCENT FIXTURE $ SINGLE CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET 4-PLEX CONVENIENCE OUTLET HALF SWITCHED DUPLEX OUTLET WEATHER PROOF DUPLEX OUTLET O DUPLEX OUTLET IN FLUSH FLOOR BOX tQ JUNCTION BOX WITH COVER .+4t! MOUNTING HEIGHT ABOVE FIN. FLR. D TELEVISION CABLE OUTLET 10- TELEPHONE OUTLET -tA- SINGLE POLE SWITCH -tA 3 3 - WAY SWITCH 6 PUSH BUTTON, BUZZER SMOKE DETECTOR 1 t i 4 t V {\yyxf y/V c ) (p O 4 t't old, d, X CLI�A VI A6A6fv i Q) cv s L u L VJ 6 V_ 4 N 31 Date scale Drwn By job No. FAA; T{dESV_: L Q4UNGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KENNETH G, BROWN AND COMPANY AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY LIRITTEN AUTHORIZATION FRONT ELEVATION MATCH EXISTING V/ z vJ u} w � u o Q 04 V • A 4 �� �wr z 1�U ©6 . ,tea . z Itr-- F' ^� 07 � q UJ y mm • ! �m Lu fu— 01 s§ t Date Scale Drwn S3 THESE DRA.UING5 AND SPECIFICATIONS ARE THE P :?PERTY AND COPYRIGHT OF KENNETH G. BROLUN AND COMPANY AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZAT 1782'2 0;?4UZ0 Hoi,5,b II MAY.) 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HO (o 13 V0, It ?, 7-� lyy4 0 0 VPJW 10 r PI Ve M 1 ay" I, -T 71 ATT L-BZ Tr -1 I I 11 T '+ 111 11 1 Vexr4,k, JONT�, M 40INI rtti.W4. FLAT f;OP- �l, L tzoz 1jqL4N4, ANo 0o. - HOLDOWN PII PL.AN 4ZK�Clu LZ 10 WN 5, FWTI kvA F_Y4AVAJ1Qt4 MIN. F�DIIDm olz MI!44VATIOM W6T Mir,_No IITH!I"`J LJNE 91 pl;ts F F-,ot& MANTAJII TH5 `)56 Or THS TreVC.�i rt%0M 4AVINA IN UNIII., ALL, -150 r1LIlI,10T0 IN W<A7_0 �MQ 1`36 ul50 tint tkt V2AIN50 60M GENERAL 1. The following typical details and notes apply to all drawings.unless otherwise noted. 2. Structural drawings shall be used in conjunction, with architectural, electrical and mechanical drawings. 3. Framing conditions not specifically shown shall be framed similar to the I shown for the respective materials. for mechanical supports vide' openings and 4. Pro equipment, piping, vents, ducts, etc: as required. Refer to the architectural and mechanical drawings for additional equipment and openings not shown on the structural drawings. All suspended equipment shall be provided with approved lateral bracing. 5. All construction and workmanship shall conform to the 1997 uniform. building code. 6. The contractor must verify fall dimensions and site L conditions prior to starting work. The architect shall be notified of any discrepancies. 7. The contract drawings and specifications represent the finished structure. They do not indicate the method of construction, unless otherwise shown. The contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, techniques, sequences and procedures required for the i same. Any support service performed by the architect/engineer during construction shall be distinguished from continuous and detailed inspection services which are furnished by others. These support services performed by the architect/engineer, whether work or materials and whether performed prior to, during or after completion of the construction are performed solely . for the purpose of assisting in quality control and achieving conformance with the contract drawings and , specifications, but do not guarantee the contractor's performance and shall not be construed as supervision of the construction. 8. Notes and details on the drawings shall take precedence over these general notes. 9. Design, materials, equipment, and products other than those described below or indicated on the drawings may be considered from the owner, architect/engineer and the applicable governin g code authority. 10. Erection procedures must conform to OSHA. 11. The contractor shall be responsible for excavation procedures, shoring, protection of utilities, etc. FQUND&ILO_NS sure is PSF with a 33% 1. Design bearing pressure increase for wind or seismic loading. 2. All excavations are to be inspected and approved prior to the placement of any reinforcing or fill. 3. -Design -coefficient of friction of 0.35 with a,33% increase for wind or seismic loading. 4. Foundations shall be of the size and type as indicated on the drawings. 5. Design lateral bearing pressure is 400 PSF/ ft. With a 33% increase for wind or seismic loading and a 200% increase for isolated pole type footings. 6. Refer to foundation and soil investigation by: 7. Footings are to be carried a minimum of into undisturbed firm natural soil or approved compacted fill. CONCRETE 1. No pipes or ducts are to be placed in concrete slabs unless specifically detailed. 2. Aggregates shall be natural sand and rock conforming to ASTM C-23. 3. All concrete shall attain a minimum compressive strength at 28 days. A. Footings, grade beams and walls 2500 PSI B. Structural slab 4000 PSI C. Columns 4000 PSI D . Slabs on grade 2500 PSI 4.: Splices of horizontal rebar in walls and footings shall be staggered. 5. - Lap' all bars a: minimum of 36 bar diams, (2'-0" min.) at all, splices unless otherwise noted. 6. Dowels for walls shall` be the same size and spacing as the wall '!reinforcement and shallr lap with the wall rebar as noted, above unless otherwise specified. 7.Minimum concrete coverage: The following minimum clear distances between the face of the concrete and reinforcing steel shall be maintained unless otherwise noted: Concrete below grade, formed .............................2 inches Concrete below grade, unformed (poured against earth)... 3 inches Slabs on earth ............................................. Center of 'Slab 8. Reinforcing steel shall conform to ASTM A615 For #4 and smaller Grade 40 For #5 and larger Grade 60 9. ' Reinforcing fabric shall conform to ASTM Al 85. 10. Dowels, anchor bolts, insert, etc. shall be securely tied in place to the pouring of any concrete or grout. 11. Welding of reinforcing steel shall conform to'AWS D12-1 q using low hydrogen electrodes. 12. Cement shall be Portland cement conforming to ASTM m C ISO, Type V, low alkali. WOOD FRAME 1. All wood bearing on masonry or concrete shall be pressure treated Douglas Fir. 2. The top plate of all stud walls shall be 2 pieces the same size as studs. Splices to lap 4'-0" minimum and be nailed with 12-16d minimum on each side of joint. 3. All bolts shall be retightened prior to the application of plaster, sheathing, etc. 4. Structural members shall not be cut for pipes, etc. unless specifically detailed. 5. Provide fire stops at all intersections of stud walls at ceiling, roof and floor, Fire stops shall be 2x nominal thickness of wood and shall be the full width of the enclosed space.. 'Fire stops shall be' placed at a maximum spacing of 8'-0" in each s in adjacent stud walls. direction same lines as stop and at the 6. All plywood nailsshallbe common only, all other nails shall be galvanized or common box. Nailing shall, be per Chapter 23 of the Uniform Bklilding Code. 7. Bolts holes in wood shall be 1/32" to 1/16" larger than the nominal bolt diameter. All bolts shall have standard cut washers under the head and nut unless otherwise noted. 8. Cross bridging shall be provided at 8'-0w o.c. maxi mum for I all rafters and joists more than 8" deep. 9. Provide solid 2x full depth blocking under partitions which are perpendicular to the joists. 10. Bored holes shall not be located at the same section of a stud as a notch or cut. 11. Plywood for roof sheathing shall be CDX. Where plywood is exposed to weather, use exterior type minimum C-C grade. Plywood for floor sheathing shall be CDX. Exterior type glue shall be used to glue plywood. All plywood shall conform to U,S. product standard PSI-94. 12. Provide double joists under partitions which are parallel to the joists. 13. Wood studs may be notched to a depth of 25% of width maximum. Interior nonbearing studs may I be notched to 40% of width maximum. 14. in no case shall the edge of a bored hole be nearer that 5/8" to the edge of a stud. 15, Provide I x 6 diagonal let -in bracing (at approximately 45) every 26-04 maximum in all stud walls not plywood sheathed. Bracing shall run continuous from top plate to sole plate. Nail, with 2-8d per stud and 3-8d each end to plates. 16. Studs may be bored to 40% of width maximum except interior nonbearing studs. They may be bored to 60% of width maximum when each bored stud is doubled with not more than two successive doubled studs. 17. Provide 2x solid blocking between rafters and joists at all supports. Blocking shall be one piece and the full depth of the rafter or joist. 18. All structural lumber shall be Douglas Fir, conforming to Standard Grading Rules for West Coast Lumber, No. 16, unless otherwise noted. NAILING SCHEDULE 1. Joist to sill or girder, toenail ........................................ 3-8d 2. Bridging to joist, toenail each end ............................... 2-8d 3. 1" x 6" subfloor or less to each joist, face nail ............. 2-8d 4. Wider than I" x 6" subfloor to each joist, face nail .................................................... I ........ ..... 3-8d.... 5. 2" subfloor to joist or girder, blind and face nail ........... .................. ................ .2-16d 6. Slope plate to joist or blocking, facenail .......................................................16d at 16"o.c. 7. Top plate to stud, end nail ........................................ 2-16d 8. Stud to slope plate,".......................................4-8 ,t6enail or 2-16d, end nail 9. Double studs, face nail ............................... 16d at 24" o.c. 10. Doubled top plates, face nail ....................... 16d at 16* o.c. 11. Top plates, laps and intersections, face nail ............. 2-1111 112. .'., Continuous header, two pieces, ............ 'I -..c. ....... 6d at 16",o along each edge 13. Ceiling joists to plate, toenail ....... 6 ....................... ....... 3-8d 14. Continuous header to stud, toenail ................ I ............ 4-8d 15. Ceiling joists, laps over partitions, face nail : ............. 3-16d 16, Ceiling joists, to parallel rafters, face nail ..... ............... 3-8d 18. 1" brace to each stud and plate, face nail .................I..2-8d. 19. 1' x 8" sheathing or less to each bearing, facenail ..................................................................... 2-8d 20. Wider than I* x 8* sheathing to each bearing, facenail.. .......... I ........................................................ 3-8d 21. Build-up corner studs .................................. 16d aS.24* o.c. 22. Build-up girder and beams ................ 20d at 32" o.c. at top $ and bottom, and staggered 2-20d at ends and at each splice 23. 2" planks ............................. ............ 2-16d at each be I aring GLUED LAMINATED LUMBER 1. All fabrication and workmanship shall be in conformance with the current edition of the standard specifications for structural glued laminated Douglas Fir (Coast Region) lumber by the West Coast lumberman's association and the current edition of timber construction. 2. All glued laminated members shall be combination 24 F with waterproof resorcinol or phenol resorcinol glue conforming to Federal specifications Mil-A-397-B. 3. Finish of the members shall be industrial appearance grade in conformance with the standard appearance grades of the A.I.T.C. 4. Manufacturer shall submit complete shop drawings to the architect for review ,prior to any fabricatiop and shall submit certificates of compliance for each member in accordance with the uniform building code. ABBREVIATIONS A. B. Anchor bolt M.B. Machine Bolt B.N. Boundary nailing O/C On center C.B. Carriage bolt O.H. Opposite hand C.J. Ceiling joist P.J. Pour joint C.L. Ceiling line P.T. D. F. Pressure treated COL. Column Douglas Fir. CONC. Concrete P.D.S.P Powder driven. CONY. Continuous Shot pin DO. Ditto R.D. Roof drain -DIA. '_O Diameter R.J. Roof joist E.J. Expansion joint RAFT. Rafter E,N. Edge nail S.E. Structural EQ. Equal engineer F.G. Finish grade so. Square F.J. Floor joist Sim. Similar F.L, Floor line, STL. Steel i F.N. Field nailing T.O.C. Top of concrete F.O.C. Face of concrete T.O.M. Top of masonry F.O.S. Face of stud T.O.P. Top of plywood F.P. Full penetration T.O.S. Top of steel F.S. Finish surface Typ: Typical GA. Gauge U.N.O. Unless noted HORIZ. Horizontal otherwise H.S.B. High strength bolt U.T. Ultrasonic tested LT. WT. Light weight VERT. Vertical MAS. Masonry W.W.M. Weld wire mesh SHEAR SCHEDULE SYM SIDE # FT. MATERIAL NAILS ED`61! FIELD GRADE FLOOR UPPER FLOOR A35 ANCHOR NAILING Va" P.C. A/ BOLT. PAPER BACKED LATH UNBLOCKED I& &A6E 5TAPLE-5 -2 7oC ONE lao & 111 12 -2 -&-; 6 12 5/5'a 52" 16D 0 4 . O.G. Z�s TYyO abo 5 5 !25/6*v 5:2 I&D 0 :25' O.G. A,; ONE 525 -b5o (1) 5 12 14* O.C. 3 5y'M 51DE # FT MATERIAL NAILS FP6E_ FIELD GRADE UPPER A55 Ll�l PLYWOOD ANCHOR NAILING THICKNESS BOLT (STRUCT. 1) ONE - :230 12 516's 48" 16D 05" 32* O. ATWO144o 3/6* 118D 6(l) 1125/6.0 24" 16V 0 5" 18, 0.(;_. ONE -3 &0 5A51 2 4 12 5/8*o 5211 16D ® 4" 20" O.G. A Tvio 17-0 3/5*-(:24/0) 8P 40) 1:2 z_­ 5/,e>** 16" I&V 0 2" ONE • /,O �/W (24/0) 80 - 56) 1:2 - 3/4"a 32" - I&D 0 3" 14" of", 11" A TTWO1&0 3/5* (24J0 80 5 (1) . ........ !:2 5/4"o lb* 0.0 ('10 5/a* (24/0) 1:2 5/6*0 15' 16D 0 :21, 12' O.C. AONE TWO 111"_O 3/8, (24/Oj 8 O.G.11 ONE 8+0 1/2' - !OD & 1:2 *3:2I6D/6 5o 4" 261 O.G. ATHO &!bo 1/2" (-5:2/16). top 66) 12 S/41* 16" I&V 0 2" 15" O.G. ONE 510 1/2' (32/16) ion 4 12 5/4*0 52" 160 0 a" 15" O.G. A TAO 10,50 1/2' (3:2/1b) 1017 4(1) 12 '_514ele - 14" O.C. ONE 6&6 1/2', 02/16) 30) --- i _2 - 2/-!! � 11 1 -b" I&D 0 3" - 131, O.C. A TWO i3:It0 1/ 2" (32A6) -!!22- lov, 50) 12 5/4'0 6' 6" O.G. ONE - 0-10 1/2" (32/16) lov 26) 12 1:10110 W 2" 1:2* O.G.. TNO 11+0 1/2- (3Wb) 100 :2 (1) 6 O.G. NOTES.- SILL.5 SHALL BE 5x OR HIDER AND NAILS SHALL OF 1. FRAMING, STUDS AND TOP / BOTTOM 5TA&6ERED WHERE NAILS ARE SPACED 0 2' 0.6, AND WHERE lot? NAILS HAVING A or MORE THAN I-5/8" ARE 5pACED 5" O.C. ALSO USE 5X PENETRATION INTO FRAMING -P L. r FOR FLYiAioop ON TY40 SIDES OF KAI FRAMING THE 10130 2388 MAY 5E USED IN LIEU OF A.B. FOR 2. SHOT FINS BYHILTI, 0ONPORMIN& TO INTERIOR HALLS ONLY ON CONCRETE FOUNDATION. 3. rv-r-F'St1M HALL BOARD VALUES'MAY BE DOUBLED WHEN IN SEISMIC ZONES 0, 1, OR 2 OR FOR HIND LOAD. 4. TABLE BASED ON U.5. EDITION • Z LU LO 0 LU Wl LU V15 r, LL Xs Z Z Z J -6 0 LU 0- cc => (-) LLD 2 o t(D 0 Q) _17 0 U_ �9 0 u6�io I M Ad t W , 0� < 0) pzs A OEM. Scale Drwn By Job No. Sheet No. THESE DRAWINGS ANC SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KENNETH G. BROWN AND COMPANY ANO SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHCRIZATICN. %EAR !HALL J PLAN V#4M 06 URS EPDXY INTO EXIST GONG. fro"x 12" FTG->: UJ/ (2)04 e AIR5 T.4 E3. INSTALL IN 4'-0" SEGMENTS - (2) POURS L�J i&"x l(a"x 10" POST PAD FTG UJl (2)04 5ARS EA, WAY SILL PLATE ' BLiC6 / PJW PL 3/16" x 2" — KASIFIERS P.TD.F. SILL PLATE (F) 5WAR YyAI.L E06E NAILIN6 (r-.X) NpT1^: EPDXY A30-7 TH2EALDED ROD INTO EX15T GONG.. W1TH 511'4P 5ET EPDXY (IC.50tt52"74) � k� U N A tCoi IN' 000"'LAN 1/ 4i Z FRAMIN6 AS 1 EOV N END POST / PLAN SIMP. H17 1 PLAN Q t EPDXY INTO 0 FT6. , w/ 5IMP. `SET" EPDXY OCA30 *52'1q) I' MIN. 6AP PWOR TO T16HTMNb. A.B. l (EJ FtXaT4N6 � 1 Q END OF- 0 FOOTINb IMF — -- -- ---1-- iy i 12".MIN. 't It ', 1 - A, [J ltky Tr) a s , O t ,�. ram. ,vi✓ . tJ 1. FLOOR SHEATHING: 3/4' STRUCTURAL I T&G SHEATHING INDEX NO.32116 WITH EXTERIOR GLUE. USE 10d NAILS AT 6' O.C. AT ALL PANEL EDGES, BOUNDARIES AND SHEAR WALLS. USE 10d AT 10' O.C. FIELD NAILING NO BLOCKING UNLESS NOTED OTHERWISE ON PLANS. 2. PLACE SHEATHING PERPENDICULAR TO JOISTS. 3, ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0' IN HEIGHT AND NOT SUPPORTED BY CEILING JOISTS AT EITHER SIDE SHALL BE FRAMED WITH 2 X 6 STUDS AT 16' O.C. (NOT TO EXCEED 20'-0') BEARING WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE NO.23-1-R-31997 U.B.C. 4. FULL HEIGHT.OF SHEAR WALL SHALL NOT BE INTERRUPTED WITH CEILING JOISTS. SHEAR WALL SHALL RUN CONTINUOUSLY FROM FLOOR SHEATHING TO ROOF SHEATHING OR FROM SLAB TO FLOOR FRAMING UNLESS NOTED OTHERWISE. 5. USE 4 X 4 POST AT END OF SHEAR WALLS THAT HAVE MST, ST, HD, OR HPA HOLDOWNS UNLESS NOTED OTHERWISE ON PLANS. 6. ALL (2) 2 X TOP PLATE SPLICES SHALL BE (8) 16d NAILS WITH 4'-0' LAP. 7. THREE OR MORE MULTIPLE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2' DIAMETER BOLTS AT 24" Q.C. STAGGERED. RETIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. 8. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL, NON -BEARING AND BEARING WALLS UNLESS OTHERWISE NOTED ON PLAN. 9. PROVIDE CONTINUOUS SINGLE BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING AND NON -BEARING WALLS WHICH ARE PERPENDICULAR TO FLOOR JOISTS. 10. USE SIMPSON U-HANGERS ON ALL JOIST TO BEAM TO BEAM CONNECTIONS UNLESS NOTED OTHERWISE ON PLANS. 11. USE SIMPSON PC OR EPC ON ALL POST TO BEAM CONNECTIONS UNLESS NOTED OTHERWISE ON PLANS. 12. CEILING JOISTS SHALL BE 2 X 6 AT 16' O.C. (MAX. SPAN =14'-0') UNLESS NOTED ON PLAN. 13. 2 - 2X4 STUDS AT ENDS OF 4 X BEAMS - TYPICAL UNLESS NOTED OTHERWISE. 14. 3 - 2 X 4 STUDS AT ENDS OF 6 X BEAMS - TYPICAL UNLESS NOTED OTHERWISE. 15. GLUED - LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F - V8 DF 1 DF (Fb = 2400 P.S.I., Fv =165 P.S.I., E =1,800,000 P.S.I.) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE. 16. CERTIFICATE OF INSPECTION FOR EACH GLU - LAM BEAM FROM AN APPROVED TESTING AGENCY SHALL BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ERECTION. 17. CROSS BRIDGING SHALL BE PROVIDED AT V-0' O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH. USE 2 X 3 OR AN APPROVED METAL TYPE BRIDGING. 18. 2 X SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOIST AND RAFTERS AT ALL SUPPORTS. cf) � CZ � r ICJ d flu lu � U � ci3 � fl r U® 6 U i ct3 cl ` Q)m ii lu o� Q-) !il U- (j1 C14 Date scale Drwn e_ Job No. Sheet No, m m A Fjm THESE DRAWIN6=6 AND SPECfFICATIoNS ARE THE "PROPERTY AND COPYRIGHT OF KENNETH G. BROWN AND COMPANY AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION nily z" =I A-r m -A,)" 2 HEAD LAP DEQLAYMENT WOOD DECK METAL DRIP M69 9*STAQTLQ STRIP -OR COURSE OP SWINGLES JNV;PT;D t6V,1:,:3 U� 0 P rl ROT612M 1. Before starting the work inspect the roof decks and other surfaces receiving roofing, accompanied by the owner's representative, and report any unsatisfactory conditions to the owner. The absence of any such report constitutes the roofing contractor's acceptance of the surfaces and will be responsible for a smooth water -tight installation. 2. Surfaces are to be well secured, firm, smooth and free from all rough spots and sharp projections. Sweep surfaces clean before roofing or membrane assembly is applied. 3. Flashing to conform to profiles and sizes as detailed and per roofing manufacturer's specifications. 4. Flashing, counter flashing, etc., to be non-ferrous metal or 26 gage galvanized steel. 5. Gutters shall be minimum of 22 gage galvanized steel or non-ferrous metal. 6. Roofing applicator shall issue a written guarantee to owner to maintain roof, flashings and counter-f lashings in a watertight condition for a period of two years from date of acceptance of building. 0 1. ROOF SHEATHING: 1/2'APA RATED SHEATHING INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6'O.C. AT ALL PANEL EDGES, BOUNDARIES AND SHEAR WALLS, 12' O.C. FIELD. NO BLOCKING UNLESS NOTED ON PLANS. 2. ROOF DIAPHRAGM NAILING SHALL BE INSPECTED PRIOR TO COVERING. 3. ROOF SHEATHING SHALL BE CONTINUOUS UNDER CALIFORNIA FRAMED AREAS. 4. PLACE SHEATHING PERPENDICULAR TO JOISTS. 5. ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0' IN HEIGHT AND NOT SUPPORTED BY CEILING JOISTS AT EITHER SIDE SHALL BE FRAMED WITH 2 X 6 STUDS AT 16' O.C. (NOT TO EXCEED 20'-0') BEARING WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE NO. 23-1 -R-3 1997 U.B.C. 6. FULL HEIGHT OF SHEAR WALL SHALL NOT BE INTERRUPTED WITH CEILING JOISTS. SHEAR WALL SHALL RUN CONTINUOUSLY FROM FLOOR SHEATHING TO ROOF SHEATHING OR FROM SLAB TO FLOOR FRAMING UNLESS NOTED OTHERWISE. 7. USE 4 X 4 POST AT END OF SHEAR WALLS THAT HAVE MST, ST, OR HPA HOLDOWNS UNLESS NOTED OTHERWISE ON PLANS. 8. ALL (2) 2 X TOP PLATE SPLICES SHALL BE (8) 16d NAILS WITH 4'-0" LAP. 9. THREE OR MORE MULTIPLE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2' DIAMETER BOLTS AT 24* O.C. STAGGERED. RETIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. 10. USE SIMPSON PC OR EPC ON ALL POST TO BEAM CONNECTIONS UNLESS NOTED OTHERWISE ON PLANS. 11. 2 - 2X4 STUDS AT ENDS OF 4 X BEAMS - TYPICAL UNLESS NOTED OTHERWISE, 12. 3 - 2 X 4 STUDS AT ENDS OF 6 X BEAMS - TYPICAL UNLESS NOTED OTHERWISE, 13. CEILING JOISTS SHALL BE 2 X 6 AT 16' O.C. (MAX SPAN = 14'-0*) UNLESS NOTED ON PLAN. 1 14, PROVIDE 2 - 2 X 4 OR 4 X 4 POST UNDER ALL GIRDER TRUSSES TO FOUNDATION, 15. CROSS BRIDGING SHALL BE PROVIDED AT V-0- O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8* IN DEPTH. USE 2 X 3 OR AN APPROVED - METAL TYPE BRIDGING. 16, 2 X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. A C14 4 -4J ClI Q) •Q Z rF 1— .4 6101 t -3 x to U_ S_ Q) A a Ilk %J n 0 to I LU Q) Q) 4Z UI- Z) U_ 01 R 31 I�fm Drwn 15y Job No, Sheet No, r M1 4—L bbb--19011--1 THESE DRAWINGS AND SPECIFICATIONS ARE THE 'ERTY AND COPYRIGHT OF KENNETH G. BROWN AND COMPANY AND SHALL NOT i5E USED ON ANY OTHER WORK EXCEPT 15Y WRITTEN AUTHORIZATION EXISTING EXISTING �4 BARS - DRILI_ 314" DIA HOLE INTO F-X(ST'G�z FOOT'G - INSERT MSTHL3EA, sID BAR - FILL WITH POR-ROK HIP HIP SOLID BUILT-UP CORNER O -=1II=1II il { I=1 I I=1 I _ GRADE 3M UJt GRADE BM W1 POST • 2 #4 BARS T4B �4 BARS • 2 04 BARS T45 TOP PLATE • • • • ° MIN, 24" LAP" iro" 1�a" NEW FT'G EXIST G� lool 2{{x RIDGE SIMPSON ST-22 RAFTER RADIANT BARRIER A35 32{{ O,C. PL"'i WD. SHT'G 111x (a" T4GZ s EXPOSED EAVES END NAIL RIDGE SIMPSON ST-22 2"x 4" FLAT O 32" O,C, ROOF SNT'C� RAFTER lVF -2"x FASCIA 1"x 3{{ — 2{{X _ DBL. 2"x 4" TOP PLATE 2"x CLGx. JOISTS VENTED BLOCKING DBL. TOP PLATE SIMP SLOPED HNGR (3) 2 112" DIA NODS 2"x STUDS 6 1ro" O.C. SIMP INVERTED SLOPED -1NR PER BLK W1 SCREEN HARDWOOD HANDRAIL WITH SPINDLES ia 4" O.C. - DRILL INTO CURS 2"x STUDS I�" O.C. E 2"x STUDS 6 I<n" O,C, 1(od a SallO.C. B NAIL (3) 2"x4" BUILT-UP 'LATE WITH l6d � S" O.C. 2 x BLOCKING trod o 1(0" O.C. EDGE NAIL EDGE FAIL RIM JOIST 318"x S" LAGS BOLTS a 16" O.C. EDGE NAIL 2"x BLOCKINGp STAGGERED a A35 24" O,C, FLAT 2"x JOIST W/ (3) 1(od / JOIST 2"x FLOOR JOISTS 2"x FLOOR JOISTS ,{ 1/2" G�`PP,F3RD, �� STUDS � i�'L, TOP TO.C. 2"x FLOOR JOISTS 2"x FLOOR JOISTS D5L, TOP PLATE D5L. 2"x 10" OR. 4"x 10" BEAM D5L, TOP PLATE 2"x STUDS 1(o" O,C, 2"x STUDS IS" O,C, 1 11 12 1 1 1 1 i MOM THESE DR.AWING:S AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF K.ENNETH G. eROWN AND COMPANY AND SHALL NOT B� USED ON ANY OTHER WORK EXCEPT BY WRITTEN AUTHORIZATION ` z O r m � o v CA z Q � U Q) N Z F4 x s_ tu ^� tl r; i qz ° 0 0� Sheet No. �3�1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Pagc I of 3) CF-1 R Date�10 Project Title' Av Lrrt �3 Building Permit N ProjectAddressLl )_�� k I Date Telephone Plan Check I Date Documentation Author Field Check I Date �Compliance Method (Package or Computer Climate Zone Enforcement Agency 0 sc My GENERAL INFORMATION ft Total Conditioned Floor Area Average Ceiling Height: S Z Conditioned Slab Floor Area --- Building Building Type: Single Family Addition, (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: a outh East West / All Orientations % input front orientation in degrees from True North and circle one) Number of Stories Number of Dwelling Units: Floor Construction Type: Slab(taised FI* (circle one or both) RADI—ANT (required in climate zones 2 4 8-1 Required for this submittal /Kyes __P0 BUILDING ENVELOPE INSULATION —Compponent Frame Type Cavity Sheathing � Total R- Assembly Location/Comments lcytete actorl typical, etc.) Type wd — wood Insulation insulation Value' U-Factor, (attic, garage, V -Value stl = steel R-Value R stl = steel Wall Roof Roof Floor Floor y I y mwiauoo =uirctnents far 4Progdziye_ Packastc FENESTRATION Shading Devices Eli 0� MW A v to /V 4�: Vq ucop�, &Q A-2 Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (PaEc lof2) MF-IR Note: Lowrisc 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 panics as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. hl(- boxes when completed or enter N/A if not applicable. Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR -6a—tc t/ Project Title HVAC ;V';TEMS Note: Input hydronic or combined hydronic data under Water Heating systems, except Design Heating Load. Distribution Heat Pump Heating Equipment Minimum Type and Duct or , Efficiency Location Piping Thermostat Configuration Type (furnace, beat (ducts, attic, CICI) R-Value T)2c (split or packAE2 �AFUF or HSPF) t Due Heat Pump Cooling Equipment Minimum Type- (air conditioner, Efficiency Location Duct Thermostat Configuration attic, ctc� R-Value Tyne lit or ackn (SEER) (attic, c hMMM, cv. Coolin attic, �ex JL SEALED IDUCT S and I TVs for Alternative measures) 0 Scaled Ducts (sit climate zones) (installer testing and certification and HERS rater field verification required) 0 TXVs, readily accessible (climate zones 2 and 8-15 Only) (Inssti.ilcr testing and certification and HERS Rater or field verification required) 0 Refrigerant Charge/Air Flow (climate. zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 04 0 Alternative to Scaled Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER- Heating WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' insulation T c I in S stem or Btutbr Uons) Efficiency Loss (1/o) R-Value 1. Far small gas storage water beaters (rated inputs of less than or equal to 75,000 electric resistance, am beat pimp water beaters, list Energy Bni/hr), Recovery Efficiency aid Standby Loss. Factor. For Large gas storage water beaters (rated input of greater than 75,000 Btulhr), List Rated Input, For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if ri==). Package C and D: TXVs, Scaled Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). tompiiance Forms August 2001 3 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (p.Ee2.of 2) MF-IR Note: Lowrisc residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items rriark-cd 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, Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESIGNER ENFORCEMENT DESCRIPTION Space Conditioning, Water Heating and Plumbing System Measures: (continued) Conditioning,Watere I 50(m): Ducts and Fans And insulated to meet the requirement of the 1998 CMC Sections 601, 1, All ducts and plenums installed, - , W d �scaW S ar insulated to a minimum installed level of R-4.2 or enclosed cafirelY in Standard d 603t, 604, and Standard 76-3; ducts be scaled with Mastic, tape, Aerosol sealant, or other dud -closure system Conditioned space. openings shall that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tape is used to seal of mastic and either mesb or tape shall be used. Building openings greater than 114 inch, the combination cavities shall not be used for Conveying conditioned air. Joints and scams of duct systems and their components shall not be scaled with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building: cavities, support platform I s for air handlers, and plenums defined or constructed with materials flexible duct shall not be used for conveying conditioned other than scaled sbect moat, duct board or Building cavities and support platforms MAY contain ducts. Ducts installed in Cavities and support air. platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and scams of duct systems and their components shall not be scaled with cloth back rubber with mastic and drawbands. adhesive duct tapes unless such tape is used in combination 4. Exhaust fan systems have back draft or automatic dampers. , 5. Gravity ventilating systems serving Conditioned space have either automatic or readily accessible, manually operated dampers;. luding that due to isurilijbt, Insulation shall be protected from damage, inc 6. Protection of Insulation. and wind but not limited to the following: lasulatim exposed to moist , equipment maintcoguicc, we&&-- shall be suitable for outdoor service e.g., protected by aluminum, �hce 131tts], Pdow canvas, or plasticcover. Cellular foam insulation sbitill be protected as above or painted with a coating that is radis be r from solar radiation that can cause de X tiOn of Marcial waitrewdisat and vides shielding 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no clectic resistance beating and no pilot light. 2. System is installed with: At least 36" of pipe between filter and heater for future uture solar beating.' b. Cover for outdoor pools or outdoor spas. 3. pool system has directional inlets and a circulation PUMP time switch. I IS: Gas fired central furnaces, pool beaters, spa beaters or household cooking appliances have no Non-clectrica.1 c00kcookie82'0h&9ccs.with 2'12( < 150 Btu/h r) continuously burnin& pilot li0t. (Fxccpticsi: § 118 (f): Cool Roof material meet specified criteria Lighting Measures: §150(k)[.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/wan 'Ibis lighting shall be controlled by a switch on a readily or greater for general lighting in kitchens. general accessible litin g control and at an entrance to the kitchen. I 50(k)2.. Rooms with h shower or bathtub must have either at lcasl One lun-unaire with lamps with an of 40 lumens/watt or greater switched at the entrance to the roam or one of the alternatives to this efficacy requirement allowed in § I 50(k)2.; and incandescent recessed Ceiling fixtures are IC (insulation cover) approved, A-5 -;ff-o—mpliance Fori;iAugust 2001 A-6 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1 �� 6 _� LA Project Title Date 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. 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/Remarks section. 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 and Professions Code) Documentation Author Name: W f\) Name: Title/Firm: Title/Firm: Address: 1) 1'� All _J3S� Address: Telephone: Telephone: Lie. #: ----- Agency Name: Title: Agency: Telephone: (signature / stamp) (date) 0 Oil X M UJ Sol 1� _IC 4Z (P N r)ats Job No, Sheet No, L9 THE5E DIRAUJING6 AND 5PECIFICATION5 ARE THE PROPERTY AND C,ur­ I micztl I WIN I I oil 11 flQ^MJ Ailn e-_nm;*ANY AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT 5y WRITTEN AUTHORIZATION