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, ®g General Notes: 1. Dimensions shall take precedence over scale - DO NOT SCALE DRAWINGS. Specific notes and details shall take precedence over general notes and details. 2. Omissions: In the event that certain features of the construction are not shown on the plans, then their construction shalt be of the same character as for similar conditions that are shown or noted. 3, All conditions noted as existing or shown are based on the best information available at the time of preparation of these drawings. No warranty is implied as to the accuracy of the same. The builder in the field is to verify all conditions. Should conditions become apparently different from shown herein, the Designer after notification, wilt prepare additional drawings to accommodate the conditions. 4. Where no construction details are shown or noted for any part of the work such details shalt be the same as for similar work shown on the drawings and/or shall conform to accepted standards of practice. 5. References of drawings are for convenience only and do not limit the application of any drawing or detail. Unless corrected or modified by addendum, any conflict shalt be resolved by the Contractor assuming the most restrictive, greater quantity, better quality or other superior condition will prevail. 6. Any ASTM, I(BO, UB( designations, etceteras, noted on these plans shall be as amended to the latest date of issue. 7. Work performed shalt comply with the following; a.) These general notes unless noted otherwise on the plans. b.) All current applicable iota( and state codes, ordinances, rules and regulations of governing agencies. c.l Alt local building and zoning codes, current enforced editions. d.l Alt appticabte utility company requirements (telephone, gas, water, power, cable Lv., etceteras). 8. The Contractor shall verify all dimensions, elevations and conditions at the site prior to commencing with the work. Notify Designer of any contradictions immediately. 9. The contractor shall be responsible for accurate placement of all construction features indicated on the plans, 10, The contractor shall provide temporary sanitary facilities during construction, as necessary. 11. Temporary power, water, telephone, gas and/or other utilities required to complete the work shalt be provided and paid for by the Contractor or Subcontractor(s). 12, All work performed by the Contractor and/or Subcontractorlsi and/or their work force, suppliers etc., shalt conform to the highest prevailing trade standards and practices. 13. Alt work performed by the Contractor and/or Subcontractor(si and/or their work force, suppliers etc,, shall be confined to the construction areas indicated on the plans, except for limited time periods where mechanical removal/delivery of equipment, materials etc. is required by the work. 14. The Contractor and/or Subcontractors) and/or their work force, suppliers, etc., shalt be responsible for protecting existing residences from dust, debris, & breakage and keep the site free of trash and debris throughout the course of construction. Haut all debris from site at Contractor's expense. Contractor to provide frash bins to insure proper clean-up of building materials, in accordance to the City of Los Angeles Exercise necessary means to abate dust and undue noise. Provide barricades or other types of protection to prevent damage to existing improvements. 15, The Contractor and/or Subcontractor(sl shall maintain a rate of construction and performance consistent with an expeditious schedule. 16. The Contractor and appropriate Subcontrador(sl shalt be responsible for obtaining all permits and paying all fees required to complete the work. This includes but is not limited to construction and hook-up of the following; electrical, mechanical, plumbing, pools & spas, driveways, curbs, gutters, street repairs, miscellaneous walls, fences etc., normally not covered by the building permit. 17. The Owner shall be responsible for the cost of the general building permit, associated fees and variances as determined by governing agencies. 18, No trenches or excavations over 5'-0" in depth into which a person is required to descend shalt be constructed without a permit from the State of California Department of Occupational Safety and Health (OSHA). Note: in the event that excavation reveals unfavorable soil conditions, a soils engineer and/or geologist's services may be required for the work. Temporary shoring is required for excavations that remove the lateral support from a public way or an existing budding or portion thereof. 19. No deviations from structural design without prior written consent of the Structural Engineer, Approval of the on -site inspector does not constitute authority to deviate from the plans and/or specifications. See structural plans and calculations for structural, notes and/or requirements, 20. Built-up roofing shalt be of class 'A' fire -retardant material and shall match existing as is reasonable within applicable code requirements, 21. Walls containing plumbing piping 1-1/2" or more in diameter shalt have minimum 6" nominal stud construction. 22. At demolished areas: repair, patch and finish to match existing adjacent surfaces, Paint as necessary to match, unless otherwise noted. 23. field verify all cabinet, casework, tilestone, built-ins, windows and fixed glass space, prior to fabrication. Submit shop drawings for Designer and Owner review. 24. No medicine cabinets, electrical panels, stove vents, or watt beaters shall pierce two-hour walls, 25. Provide 4 shelves in linen closets, unless otherwise noted. 26, Flash and counterftash at all roof to wall conditions. 27, All hardware to be of Baldwin quality or equal. 28. Unless precise color and pattern are specifically described in the contract documents, whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts to the Designer for her review and approval; also provide relative cost when applicable. 29. The Contractor shalt take all necessary precautions to locate and protect any concealed conduit, plumbing or other utilities prior to demolition. 30, Neither the Owner nor the Designer will enforce safety measures or regulations. The Contractor shall design, construct and maintain all safety devices, including shoring and bracing and shalt be solely responsible for conforming to all Local, State and Federal safety and health standards, laws and regulations. 31, Contractor shalt give due and legal notice to adjacent property owners regarding the projection of their property and structures which may be necessary due to excavation and construction indicated on these drawings in due time prior to start of excavation. 32. Prevent movement and settlement of adjacent structures. Install temporary barriers, fences, card rails, enclosures, shoring, bracing, planking, barricades, lights, warning signs and other protections required to protect structures, utilities, landscaping, and other items that are to remain in place. 33. Remove, store and protect all items being removed, specified or to be reinstalled at Owners discretion. 34. Provide insect and rodent proofing where plumbing, wiring, vents or any other ducting pass through plates. 35. Provide weepscreed at the bottom of stucco walls on concrete stab. 36. Designer makes no warranties or guarantees for the work provided by other consultants, i.e., survey, sod, structural, etc, 37. Flash all exterior openings with approved waterproof kraft paper to at least 3" under the building paper behind the wall covering. 38. Underfloor areas shalt be ventilated by approved mechanical means or by openings in exterior foundation walls. Such openings shalt have a net area of not less than 1.5 square feet for each 25 linear feet of exterior wait. Openings shalt be located as close to corners as is practical and shall provide cross ventilation on at teas[ two approximately opposite walls. Openings shalt be covered with corrosion -resistant wire mesh not less than 1/4" nor more than 1/2" in dimension. 39. Smoke detectors shall be centrally located within all sleeping rooms and areas leading to sleeping rooms. All smoke detectors shall be permanently wired to building wiring except in existing dwellings where smoke detectors may be battery operated as/if accepted by local code. 40, A minimum 18"x24" crawl space access shalt be provided as required. 41. In lieu of exterior openings for underfloor ventilation, mechanical ventilating system(s) may be provided. Such system(s) shalt provide a minimum of two (21 air changes per hour in all habitable rooms. One fifth (1/5) of the air supply shalt be taken from the outside. Bath, toilet, laundry and similar rooms shall have air taken from the outside; said system(sl shall provide five (51 air changes per hour. 42, Timer and temperature control on water heater re -circulating pump. 41 Contractor wilt furnish and install all material necessary to conduct drain water to the street. No water is to sheet flow over a public way. Tributary lines are to be minimum 4' PVC piping. 44. Not Used. 45. Not Used. 46. Where one hour fire -resistive construction is required, maintain said construction at recessed mailboxes, medicine cabinets, fire extinguisher cabinets and electrical panels with a surface area in excess of 16 sq.in,, at built-in wall fixtures and behind tub and shower enclosures. 47. The centertine of any heat vent, plumbing vent, etcetera, shalt be no less than 12' from any roof valley. 48. All vents, ducts, pipes, etcetera, which penetrate roofs or exterior walls shalt be properly sleeved, flashed and count rfl shed. 49. The Contractor and/or Subcontractor(si shalt determine the location of utility services in the area and shalt be responsible for the disconnection of said utilities prior to commencing with any work. 50. The Owner is responsible for the cost of water meters, the general building permit, sewer/septic connection fees and variances, 51. All footings shalt rest on firm natural soil or approved compacted fill. 52. Soil bearing values used: see structural drawings and/or soils report. 53. Temporary shoring is required for excavations that remove the lateral support from a public way or an existing building. 54. All fill or backfit( shalt be compacted to a minimum of 90% relative compaction as determined by ASTM method 0-1557. Subdrains shall be provided as required by code. 55, Provide handrails at T-6" above nosing at all stairways of 2 or more risers. 1 56. Sitework shalt consist of the following: a.) Excavation for new foundations and driveways. b.) Landscape irrigation, planting, retaining walls (per landscape ptansl. c.) Install drains and drywelts per Ovit Engineering Plans. 57. Not Used. 58. For expansive soil condition, comply with provisions of Section 91.1804.4. v soilengineer n /or of geologist m e required. 59. !n the event excavations reveal unfavorable conditions, the services of a s and/or ge og may b 60. Enclosed usable space under interior stairs requires one -hour fire -resistive construction on enclosed side. 91,1006.12 (91.3306 WI 61. Draft stops shalt be provided within attics, mansards, overhangs and similar concealed spaces formed of incombustible construction. 91.708.3.1.2191.25160146( 62, Alt grading, grade elevations and site drawings on Designerurat site plan are for preliminary schematic purposes only and to be reviewed by a Civil Engineer for final approval. 63. Not Used. 64. Chimneys shalt extend 2{ -01above any part of the building within 100". Factory -built chimneys shall atsoterminate 2. -04 above ove the roof opening. shall terminate 1 t r o opening four times that a# the chimney. thimne s e to 65. Approved spark arrestors sha 1 have a net area f pe g u e a e c yy in a listed factory-builf chimney cap. 66. Notify all utility companies and comply with utility regulations. 67. Remove, or disconnect and cap, and identify and located existing utility services. Flag existing conditions, piping, conduits, electrical, HVAt, etc., not indicated or conflicting with the drawings and notify the Designer and Owner, Thermal and Moisture Protection: t All sheet metal shall be 26 ga. minimum galvanized iron unless noted otherwise on the plans. 2. Flash and counterttash at all roof to wait conditions. 3. G.I. flash and caulk wood beams and outriggers projecting from exterior wails and roof surfaces. 4. Every opening in an exterior wall shalt be flashed with sheet metal or an approved buitding paper. Flash fop of said openings with approved waterproof krafI paper minimum three inches in ht, under the building paper behind the wall covering, S. All insulation shalt comply with the energy insulation standards as adopted by State of California Title 24 requirements and U,B.C, current enforced edition. Facing material in exposed locations shalt have a flame spread rating of 25 maximum and 450 maximum for smoke density. 6. Alt vents and ducts which penetrate the roof shall extend a minimum of 8" above the roof surface and shalt be property sleeved, flashed and counterflashed. 7. All roof drainage shall be conducted to the street via an approved non -erosive device as required by local code. 8. Approved below -grade waterproofing shall be provided at retaining watts and foundation walls and basement walls. 9. An approved perimeter drainage system shall be provided around perimeter of all retaining walls. 10. Walls in shower and tub/shower enclosures shalt be finished with an approved non -absorbent waterproof material such as cement plaster or tile to a minimum height of 6'-0" above drain inlet. Materials other than structural elements shalt be moisture -resistant. Glass enclosure doors and panels must be tabled Category IL Swing door outward. Net area of shower receptor shalt be not less than 1,024 sq. in, of floor area, and encopmass 30 inch (762 mmldiameter circle.1807.1.3, 2406.4, 2407, UB( STD,24-2, T24-C andP.C.412.7) See plans. 11. A perimeter drainage system shalt be provided around perimeters of all retaining and foundation/basement walls. 12. Install roof drains and downspouts per roof plan. Slope roof as shown to ensure proper drainage to drains. 13, All concentrated drainage, including roof water, shall be conducted, via gravity, to the street or an approved location at 2% minimum. Finishes: 1 All lathing and plastering shall conform to C.B.C. requirements, current enforced edition. 2. Loth and accessories shall be as follows: a.) The worts shall include all lathers materials and labor required for the proper support and neat finish of all plastering andrelated work customarily provided by the lather. b.) Lath at horizontal soffits shall be 3/8" ribbed diamond square expanded steel 3.4 lbs./sq.yd. minimum weight. Metal shall be shop -coated after fabrication. c.) Loth on continuous backing or furring more than 1" wide shall be self -furring type. d.) Loth on vertical surfaces shall be factory with type 'B' poper-backing per federal specification #UU-B-790A. e.) Lath shall conform to local code requirements. f.) Loth accessories shall be "Mlcor" or approved equal, unless otherwise noted, and shall be of as shown on the drawings in the longest available lengths of minimum 26 go. steel stock. 3. Comer beads shall be bullnose, expanded wing typefor both interior & exterior, unless otherwise noted. 4. Plaster stops shall be expanded wing type for interior or exterior use, unless otherwise noted. 5. Plaster shall be as follows: a.) Fog coat shall be formulated of Portland cement, hydrated lime and mineral pigments. b.) Finish shall be smooth surface, steel troweled, unless otherwise noted. See plans. 6. Sand for plastering shall be clean, hard, well -graded for plastering work conforming to ASTM C144. 7. Gypsum board and accessories shall be 5/8" thick or as noted on plans and conform to ASTM C36. 8. Tape shall be high -strength paper type conforming to fed. spec. #SS-J-570B, type 11. 9. Joint compound shall be all-purpose ready -mix type conforming to fed. spec. #SS-J-570B, type 1. 10. Screws for attachment to resilient channels shall be #6 blue steel, self -tapping sheet metal with flat, countersunk phi)lips head, 1" or 1 5/8" long. 11. Fasteners for wood construction shall be type 'w' bugle head or screw type nails as recommended by the manufacturer. 12. Corerbeads, j-beads and casings for all exposed edges shall be galvanized steel with perforated edges by "Pittcon" or approved equal. 13. All interior and exterior in -place loth and/or wallboard shall be inspected and approved prior to the application of joint/fastener tape and mud and finish plaster (where applicable). 14. Wallboard nailing shall comply with applicable codes for each type and thickness of board used in the work. 15. Where applicable, integral color shall be as selected by the Designer and approved by CHFA by manufacturers' standard colors unless otherwise noted. Color mix shall be per manufacturer specifications. A minimum 12%12" sample panel shall be submitted to the Designer for approval prior to the work. 16. Water-resistant board shall be provided in all both, toilet and laundry rooms, kitchens, all additional 'wet' areas and shall conform with ASTM C360. 17. Casing for all exposed board edges shall be type 'j galvanized steel with perforated edges unless otherwise noted. See plans. 18. Refer to Finish Schedule for all interior finishes. 19. Furnishings to be selected and located per Owner. Doors and Windows: 1. All new glazed openings shatl haveinsulatedglass Per .A.C. current enforceded ition, 2, All door glazing shalt comply with current governing agency codes, rules and regulations and must be labeled safety glazing for impact whererequired. equ surface shalt tempered, t mint or impact -resistant lass as a roved b the local 3. Ail glass within 18" of adjacent walking u ace a be laminatedg pp y governing agency, 4. Every new interior door through which an occupant must pass shalt have a minimum width of 32", S. Not Used. 6. Owner to select and contractor to provide all new door and window hardware and finishes. 7. All new glazing shall comply with standards of the U.S. consumer product safety commission and current building codes. Manufacturer and supply certificate of compliance to owner, 8, One operable window with an openable area of not less than 5.7 sq.ft, min. clear dimension of 24" and a silt height not over 44" above the floor is required in each sleeping room. 9. All glass shower doors and enclosures shall be of an approved impact -resistant material per local codes. Glass shalt be a minimum 3/16" in thickness and fully tempered or 1/4" in thickness if laminated or of an approved plastic. Alt doors shalt swing outward. 10. Locking devices on required emergency windows or doors must be openable from the inside without special kowledge, Mechanical I Electrical I Pluming: 1. Exhaust duct must be 4" in diameter and length is limited to 14 ft with 2 elbows. The duct length shall be reduced by 2 ft. for every elbow in excess of two. (MC 504.31, 2. Duct shalt be sized per chapter 6 of the Mechanical (odes.) Security: 1. Owner to select and contractor to provide appropriate approved hardware and locking devices. 2. Door stops of in -swinging doors shall be of one-piece construction with the jamb or joined by rabbet to the jamb. 3. Alt pin -type hinges which are accessible from outside the secured area when the door is in the closed position shall have non removable hinge pins. and shall have min. 1/4" diameter steel jamb stu d with 1/4" min. protection unless the hinges are shaped to prevent removal of the door if the hinge pins are removed. 4. The strike plate for latches and the holding device for projecting deadbotts in wood construction shalt be secured to the jamb and the watt framing with screws not less than 1/2" in length. 5. Deadbotfs shalt have hardened inserts: deadlocking latch -key operated locks on exterior and locks shalt be openabie without key, special knowledge or special effort on interior. 6. Straight deadbotts shall have min. throw of 1" and min. embedment of 5/8". 7. Hook -shaped orexpandingu d otts shalt have min. throw of 3/4". Ho aped lug deadbotts 8. Cylinder guards shalt be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to tools. gripping 9. Inactive leaves of double doors shalt be secured with approved locking devices at top and bottom. 10. Sliding doors and windows shalt be provided with a device in the upper channel of the moving panel to prohibit raising and removing the panel in the closed or partially open position. 11. For all security openings the following shalt apply: Doors shalt be wood flush -type 1 3/8" minimum thickness with solid core construction or wood f(ush-type up to 1 3/8" thick hollow core with 16 ga, sheet metal attached to the interior face with screws located at 6" on center around the perimeter, or wood panel -type with panels fabricated of lumber 9/16" minimum thickness provided shaped portions of the panels are 1/4" minimum thickness, Individual panels shalt not exceed 300 sq.ft. in area. Stites and rails shall be of solid lumber in thickness with overall dimensions of not less than 1 3/8" and 3" in width. Mullions shalt be considered part of adjacent panels unless sized as required herein for stites and rails except mullions less than 18" tong may have an overall width of 2" minimum. Carved areas shall be 3/8" minimum thickness. 12. Glazed openings within 40" of the door lock when the door is in the closed position, shall be fully tempered glass or approved burgtary-resistant material or shalt be protected by metal bars, screens or grills having a maximum 2" opening, These provisions shall not apply to view ports or windows which do not exceed 2" in their greatest dimension. 13, Single swing, active leaf, paired, or bottom leaf of dutch door hardware specifications shalt include throw type and deadbott embedment. 14. Means of securing inactive leaf or paired doors and upper leaf of dutch door shalt be specified per governing agency requirements. 15. Sliding glass doors and windows shalt be equipped with locking devices and shalt be constructed and installed to remain intact and engaged when subjected to governing agency specified tests. Additional Notes: 1. Provide weep screeds per Section 2506.5. Screeds shalt be 26 gage corrosion resistant material installed not less than 4 inches above finish grade. 2. Framing notes; al Nailing for panels and for all shear watts shalt be inspected prior to covering. b) Studs in exterior watts or interior bearing partitions may be cut or notched no more than 25% of their width. Interior non -bearing partitions may be notched 40% of their width. Sec. 2326.11.9 c) Bored hates in any stud shall be limited to 40% of their width and shalt be located at least 5/8-inch from the edge of the stud. Sec. 2326.11.10 3. Not Used. 4. In laundry room, provide openable exterior openings for natural ventilation equal to 1/20 of the floor area. (1-1/2 sq, ft. minimum,) Sec. 1203.3 5. Not Used. 6. Anchor or strap wafter heaters and other appliances designed to be fixed in position to resist horizontal displacement due to earthquake. Sec. 510.5, Uniform Plumbing Cade. This Pro'ect Shall comply with the 200ledition of the California building codes. (Title 24)(2001 CBC, CIVIC, CPC, and CEC� which adopts the 2001 UBC, UMC, and UPC and the 1996 NEC. And local cordinance. Ownership of Documents: All Plans, Drawings and Specifications (the "Documents") are instruments of service and shall remain the property of RDI, whether the project for which they are made is executed or not. Owner shall not use the Documents on other projects, for extensions or additions to the project, or for the completion of the project by others except in agreement in writing and with appropriate compensation to RDI. The Owner shall hold RDI harmless from all claims, actions, cause of actions, liability, losses, damages, cost and expense including attorney's fees and costs arising from such unauthorized use. Reproduction copies can be provided at the Owner request and expense. General Residential Notes: 1. Residential fire sprinklers are not required. (U.N.O.) 2. All habitable rooms must be provided with natural light (1/10 of floor area) and ventilation (1/?0 openabtel. 3. Hard -wired, fire marshat approved smoke detectors with a battery backup are required. A. Centrally located in rooms or corridors giving direct access to each steeping area, B. On ceiting inside each steeping room. C. On each story of multistory dwellings and in basements. D: In split-levels, detectors shall be installed on the upper level, If the tower level contains steeping areas, then it too shalt be equipped with a defector. E. When steeping areas are on an upper level, the defector shall be located in close proximity to the stairway. F, In rooms with high or sloped ceilings 24" above that of the adjacent hallway leading to steeping areas. G. Detectors shall sound an alarm audible in all steeping areas of the dwelling unit which they serve, H. Detectors are required in existing dwellings when an addition, alteration, or repair is made and may be battery type in existing construction. 4. Exterior stairways not permitted less than 3'/5' to a property line. 5. At atl stairs and steps the largest rise or run in a fligf may not exceed the smallest by more than 3/8". 6. Atl glazing in hazardous locations must be identified by a label (permanent if temperedl as safety glazing: Glazing in all doors, glazing in bath and shower enclosures, all glazing within a 24" arc of a door edge, panels over 9 square feet having the lowest edge less than 18" above the finish floor and having a top edge greater than 36" above the floor, and all glazing in guardrails, 7. Exterior doors, doors between house and garage, and their hardware shall conform to the security Provisions of Chapter 67 of the local building code. (L.A. County only). A. Doors shall be equipped with a dead locking latch and a dead -bolt with hardened insert with 1" minimum throw and 5/8" minimum embedment into jamb. Both are to be key operated from the outside. " o r lights within 40 of h to k device shalt resistant / or r tested bars. B. Windows and ciao t s the c h de ce s a t be Putt tempered /bur taro b 99 Y mP burglaryP Y C, Overhead and sliding garage doors shall be capable of being securely locked when not otherwise tacked by power operation. D. Sliding glass doors and sliding windows shalt be capable of withstanding forced entry attempts as outlined in. ... -- "I Ia :,- k 11 f :,..,.. '. - M"1W �' 1191& 'Aft� u __� - b�24 TUWNI�,,END S,T AhL A Its A As' 0 At A 270 Aft 8 NT G EXIST. RESIDENCE 1.356 SQ. FT, EXIST. GARAGE 269 SO. FT. ADDITION 65 SQ, FT. NEW LIVABLE SPACE: 1,421 SO. FT. LEGAL DESCRITION ASSESSOR #: 007-292-12 TRACT.#: LOT#: LOT SIZE: 6,216 SQ. FT. ZONING R1-1 GENERAL PLAN LOW RESIDENTIAL GENERAL DISCRIPTION OF WORK TO BE DONE: FOR THE REMODEL OF A KITCHEN AND BATHROOM TO BE CONVERT IN TO ONE COMPLETE BATHROOM AND 1.5 RESTROOM AND THE ENLARGEMENT OF EXSISTING KITCHEN ARCHITECTURAL SYMBOLS: (2) Door number n Window number Building Section Cut A - section number A, V - sheet number Detail f Enlargement /17� / - detail number A. - sheet number 28 M Appliance number Roof Rise l Run Interior Elevation - elevation number - sheet number Spot Elevation 0 & And @ At q Centerline APPRX. Approximately BD. Board BLDG. Building BLKG. Blocking BLT. Built CAB. Cabinet CLG. Ceiling CLOS. Closet CLR. Clear COL. Column CONC, Concrete CONSTR. Construction DBL. Double DEPT. Department DTL. Detail DiA. Diameter DIM. Dimension DN. Down DR. Door D.S. Downspout DW. Dishwasher DWG. Drawing EA. Each EL, Elevation ELEV. Elevation ELEC. Electrical STAR 1, A___ 00°l tm zl�,/ 4-6 -7 ........ ......m_,m , r _, ,-, ,_,a Al I'Mid s 0 _.-- , °_ 9-_:� r sf T ,,.... !' /*1'�11__1_ .. �, . . .� v Fr ,row ... ;. , ..:.�..�. ° 4 - " O* w tCO °- _ -- Cp r e �ef fS'r:r I L_- -- - -- _Z - t ; . I ,. . , I I N14 0 ADDITION TO MITCHEN 5`-3" 65 SQ. FT. i_- I ---' v --- .� 1 I11 I r1. I I ( ) I I I;.;i; IT: 1 1 1 ,ert I I ,i E;{ ;11-1 � e., I 1 i 4'.F; i ,.T I I � � I I '``I I 1 --J J 1. 4'-8" r,.t\M ,.T�, ,;mU II ;;«.�_11 I :_T OF_::::� QD (Ili t�NMVP z F 4 fc'Ihf�_IrIT5f r__",� 7, BE ��:�) Smoke Alarm Al CONC�NTP,Af�12 PVAINP6�, INCLUPING �001 'RK,F,, SITE PLAN 5HA1 DF CONPL�t , VIA CRAv"IlY fO TNT 51P,ff1` OF, SCALE,yZ-.0 }7�BLDC�, AN iPPF0 v1W 0CAVION Af A 2% MINIMUM, RMIT ., EQ. Equal PL. I Plate Wf Wit C3 O.GPIO P _______ ,_-.�__ (E) Existing PR. Pair WfOUT Wi YST -TYPE EXIST. Existing R. Riser W.H. Wa gppfEkajy,-f� 02-C.tz..f CB .. � , _ EXT. Exterior RAD. Radius W.I.C. Wa (2t F.F. Finish Floor R.D. Roof Drain W.C. W 11 er Closet , < `�_ s -mow€ N F.G. Finish Grade REINF. Reinforced WD. W Z ;E.. TIF; i,�, ,D _ - - F.S. Finish Slab REF. Refrigerator WDW. Wi = , FIN. Finish REQ. Required WP. W .. b i`.:c) . F R. Floor RM. Room W.R. W J@It, , , c° & , : ),,..�-, L �, x w � I FT, Foot or Feet SCHED. Schedule _ "" i 4U 1% ": GYP. Gypsum S. & P. Shelf &_ ale G.W.B. Gypsum Wall Board SIM, liar'' yp HDWD. Hardwood S.M.See et� r w h M I HOR. Header SPEC. Spec) Lion I ARCHITECTURAL STRUCTURAL HORIZ. Horizontal SQ. Square r- r) T (NSUL. insulation STD. Standard STI TO INT, Interior ST. LIN. Linen STOR. Storage EUCTRICAL, PLUIRABING & ECH ICAL PLAN: O.F. Overflow STRCTL, Structural TMOSS1 of plans and °p cilc4I=ons nusl b I c t W1 aies and it is unl. ° w to make a gy changes C, Maximum T. Tread afterallonal on Sallie without wr< Ian parrim:rs=oil from Its M.C. Medicine Cabinet TC, Trash Compactor City of Santa Ana. MECH. Mechanical T&G Tongue & Groove The acceptance of this plan and spedficutions SHALL NO' MIN. Minimum THK. Thick or Thickness be held to permit nor be an approval of the violabon of an visions of ANY tasty Ordinance or Mate t IN. M(SC. Miscellaneous T.O.P. Top of Plate . O, � � vA1r0-V N. North TYP. Typical Aimpled By Gate .7 N.I.C. Not In Contract U.O.N. Unless Otherwise Noted NO, or # Number VERT. Vertical CITY OF SA TAANA fn N.T.S. Not to Scale V.I.F. Verify in Field Date ' PLYWD. Plywood V.W.O. Verify with Owner _ °-,-A•--t .. ... ... ,� ... a •• -• At r � s 11 I PROJECT TITLE: I Sheet Title: The Architect reserves the o copyright and other propert these plans. These plans are reproduced, changed, or cof form or manner whotsoeyer, n to be assigned to a. third pa first obtoinina the written pen Checked: Job No, 0001 Sheet No.: Awl I t� . . M 11M (0 rLMTR5 W M RMIU15 N51N6 ANP PFMO FOR, P�AN_ 5AF: 1/4'' T -0" 0 0 Or �UNL 9WVVU,5 M51WAKL5 -IV -,0- 4 -J 44' -4L 2L' T FLFORIC& 5YM[12,1LF5_ (D 20 5VM aWc? 5ec. N0.9,11 1V �10 qLm Olaf (acl) apawpoo, owf % M pae 941MH C% N6 LM wu wro AMM. It. -H 12A" 2 PKI0 INEW FLON, PA POOP,, & WINPOW5 5H�PU (D -2,'N)F0Gf 24"00" 110N,16 (N)VU 30'116Q'l C/> cv-> U-1 Cj? PROJECT 'n 'LE: The Architect reserves the common low copyright and other these plons. These pions ri�hts in' IS or I duced, chonged, or .,Pied, ,n any reproduced, manner wnetsoever, nor ore the to be assigned to a third party without first obtaining the wtitten permission and consent of the Architect. Date: 05/12/05 Scale: AS -SHOWN Drown: GERARDO 7 Checked: Job No. 0001 Index: Sheet No.: A=2 U%N6 1141, v i 12"W" FBlf I ni, I I V /%1 .11 11 111.4 NEW EXISTING EXISTING EXISTING EXISTING FOOTING FOOTING FOOTING FOOTING FOOTING 5M N A -A The Architect reserves the common low copyright ght and other property rights in theseplons. These plans ore no to be repr oduced, charged, or copied in any Form or manner w atsomoer, nor are the to be assigned to a third party withoul first obtaining the written permission and consent of the Architect. Dote: 05/12105 Scale. AS -SHOWN Drawn: GERARDO Checked: Job No, 0001 Index: Sheet No.: A=3 'I I IN =--- ---------- - ------ 7 5(ft": 1 4"-1' -0, 17 GENERAL: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING THE STRUCTURE! 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS. 3. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES 6. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. Z INDICATED DRAWINGS ARE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED WHEN CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. 8. SEE ARCH17ECTURAL DRAWINGS FOR SIZE AND LOCA77ON OF FLOOR, WALL OPENINGS, FLOOR FINISHES, ETC. 9. MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCA77ON OF ALL OPENINGS REQUIRED FOR DUCTS, PiPES AND ALL PIPE SLEEVES. ELECTRICAL CONDUITS AND OTHER ITEMS MUST BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT MUST BE SWAY OR LATERALLY BRACED. 11. DURING CONSTRUCTION, USE SIMPSON APPROVED CONNECTORS POST CAP, POST BASE, JOIST, OR BEAM HANGERS, AND STEEL STRAPS, U.N.O. ON PLANS. 12. ALL MARKED SHEAR WALLS, AT UPPER FLOOR, SHALL EXTEND TO ROOF DIAPHRAGM. FRAMING L UMBER: 1. FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH # 2, UNLESS NOTED OTHERWISE, AND GRADE MARKED PER WCLB SPECIFICATIONS 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO COMMERCIAL STANDARDS PSI-95, STRUCTURAL 1 EXTERIOR TYPE GRADE C-D. 3. NAILING SHALL CONFORM TO SEC77ON 23 OF THE U. B. C UNLESS 07HERMSE NOTED. GRADE STAMPED APA. SUBSTITUTIONS, FOR FRAMING HARDWARE, SHALL NOT BE USED, UNLESS APPROVED. BY BUILDING DEPARTMENT 4. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS. SOLID BLOCKING UNDER PAR7777ONS MUST BE PERPENDICULAR TO JOISTS 5. MAX MOISTURE CONTENT SHALL NOT EXCEED 19% FOR ALL STRUCTURAL MEMBERS 6. PROVIDE WASHERS UNDER HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD. Z BOLT HOLES MUST BE NOMINAL DIAMETER OF BOLTS PLUS 1 f16 , UNLESS OTHERWISE NOTED. 8. FRAMING LUMBER SIZES SX AND BIGGER SHALL BE DF-L j 1, UNLESS NOTED OTHERWISE 9. USE 112" THICK STRUC I, W00D PANEL WITH 10-d NAILS 0 6"012" o.c., FOR ROOF DIAPHRAGM. USE COMMON NAILS ONLY. 10. USE 518" THICK STRUC, 1, WOOD PANEL. WITH 10-d NAILS 0 6"110" o.c, FOR FLOOR DIAPHRAGM. USE COMMON NAILS ONLY. 11. NO CHANGES ARE TO BE MADE TO THESE STRUCTURAL PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OF RECORD. 12. ALL DIMENSIONS CONTROLLED BY EXISTING COND177ONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE 13. CONSTRUCTION AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDIC77ON ON THE PROJECT, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISION (OSHA). 14. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE- AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL THE WORK, INCLUDING THAT OF ALL SUB -TRADES 16. THE GENERAL CONTRACTOR SHALL N077FY ENGINEER OF RECORD IMMEDIATELY OF ANY DISCREPANCIES FOUND Wi THIN THE STRUCTURAL CONTRACT DOCUMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. 1 Z ALL WORK PERFORMED SHALL CONFFROM WITH THE REQUIREMENTS OF THE CURRENT ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. REFER TO BUILDING DESIGN LOADS FOR ADDI TONAL INFORMATION. 1& ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE 19. ALL STRUCTURAL MATERIALS SHALL BE FURNISHED AS SHOWN IN THESE STRUCTURAL PLANS UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ENGINEER. 20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION ERECTION TO SUPPORT ALL CONSTRUCTION LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 21. SEE THE SPECIFICATIONS PACKAGE PRODUCED BY THE ARCH17EECT FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE 22. THE STRUCTURAL DRAWINGS AND STRUCTURAL SPECIFICATONS REPRESENT THE COMPLETED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVE'S OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DIS77NGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE FOR THE PURPOSE OF QUALITY CONTROL AND IN THE INTEREST OF ACHIEVING COMPLIANCE K17H THE CONTRACT DOCUMENTS THEY DO NOT GUARANTEE THE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS CONSTRUCTION SUPERVISION. 23. THE SHOP DRAWING REVIEW PROCESS BY THE ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OF SHOP DRAWINGS HAVE BEEN AS FOLLOWS: A. iN177ALLY REVIEWED AND ACCEPTED AS CONFORMING WIN THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERWSOR AND DRAWING CHECKER MTH THEIR SIGNATURES B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS C. A MINIMUM OF 10 WORKING DAYS HAS BEEN ALLOCATED FOR THE REVIEW PROCESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 774E COORDINATION OF THE SHOP D` AWING REVIEW SCHEDULE ADDITIONAL NOTES: 1. THE CONTRACTOR ANDfOR SUBCONTRACTOR SHALL CAREFULLY EXAMINE THE SITE DRAWINGS AND SPECIFICATIONS TO OBTAIN FIRST-HAND KNOWLEDGE OF ALL CONDITIONS ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED TO THE OWNER PRIOR TO BEGINNING WORK. NO ALLOWANCE WILL BE GIVEN FOR FAILURE TO COMPLY WITH THE ABOVE OR CONDITIONS WHICH CAN BE DETERMINED BY EXAMINING THE SITE DRAWINGS AND SPECIFICATIONS SITE PLAN DIMENSIONS AND BEARINGS ARE TO AID IN LOCATING THE PROPOSED DEVELOPMENT IN REFERENCE TO THE PROPERTY LINES AND TO ANY ADJACENT STREET WHILE THIS SiTE PLAN IS BELIEVED TO BE CORRECT, THE DESIGNER ASSUMES NOT LIABILITY FOR ANY LOSS ANDIOR DISCREPANCY OCCURRING BY REASONS OF RELIANCE ON THE OWNER'S OR ENGINEER'S DOCUMENTS. ALL DIMENSIONS LOCA 77NG THE BUILDINGS WHIN THE PROPERTY LINES MUST BE VERIFIED WITH CIVIL ENGINEER OR SURVEYOR PRIOR TO CONSTRUCTION. 2 THE CONTRACTOR AND%OR SUB -CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION LAYOUT. 3 DO NOT SCALE THE DRAWINGS ALL DIMENSIONS SPECIFIED GOVERN, DIMENSIONS ARE NOMINAL AND ARE TO THE FACE OF OBJECTS UNLESS SPECIFICALLY NOTED OTHERWISE 4. NO CONSIDERATION WILL BE GIVEN TO THE CONTRACTOR OR ANY SUB -CONTRACTOR OR FOR CHANGES RESULTING FROM FAILURE TO COMPLY WITH 1, 2 AND 3 ABOVE. g THE DESIGNER IS NOT RESPONSIBLE FOR THE PERFORMANCE OF THE CONTRACTOR OR SUB -CONTRACTORS, THEIR ERRORS OR OMISSIONS NOT THE SAFETY IN, ON, OR ABOUT THE JOB SITE. ANY NON -CONFORMING ITEMS FOUND OR NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY STRUCTURAL STEEL: 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 & A992 AND SHALL BE FABRICATED AND ERECTED, IN ACCORDANCE WITH THE A.i.S C. SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, TUBING ASTM A 501, UNLESS OTHERWISE NOTED ON PLANS 3. BOLTED CONNECTION SHALL BE HIGH STRENGTH BOLTS, CONFORMING TO ASTM A-325, WHERE SPECIFICALLY NOTED. MACHINE BOLTS MUST CONFORM TO AS7M A-3097, LAG BOLTS SHALL HAVE LEAD HOLE 70% OF THREADED SHANK DIA. , AND FULL DIA. FOR SMOOTH SHANK PORTION, UNLESS OTHERWISE NOTED. 4. BOLTS SHALL CONFORM TO ASTM A-307, UNLESS OTHERWISE NOTED. 5. WELDING: ALL WELDING MUST COMPLY WiTH ASW SPECIFICATIONS, AND MUST BE DONE BY CER77RIED WELDERS`, AS REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY. ALL WELDING MUST BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ELECTRODES, AS REQUIRED PER CODE. WELDS ARE DESIGNED FOR FULL STRESS, & MUST BE DONE iN THE SHOP OF A LICENSED FABRICATOR. 6. FIELD WELDS ARE DESIGNED AT HALF STRESS CONTINUOUS INSPECTION 1S REQUIRED, UNLESS NOTED OTHERWISE 7. ALL WELDING OFF SITE SHALL BE DONE 1N AN APPROVED FABRICATOR SHOP. S LA CITY BLDG. & SAFETY LICENSED FABRICATOR IS REQUIRED FOR ALL STEEL WORK. 9. ALL MEMBERS EXPOSED TO WEATHER SHALL BE GALVANIZED. GL L- LAM BEAMS WOOD LAMINATEf? BEAMS: 1. ALL GLU-LAM BEAMS SHALL BE GRADE 24F-V8-DFfDF 2. DESIGN STRESSES. Fb=Z400 PSI. Fv=190 PSI. E=1,800,000 PSI. 3. GLU-LAM BEAMS MUST BE FABRICATED IN L.A. CITY BLDG. DEPT LICENSED SHOP. CONCRETE MASONRY: 1. CONCRETE BLOCK GRADE N-1 UNITS MUST CONFORM TO ASTM C90-70, MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. 2. MORTAR, TYPE S, MUST CONFORM TO AS7M C270-73, MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI, AT 28 DAYS MIX 1 PART PORTLAND CEMENT, 112 PART LIME PUTTY, AND 4-112 PART SAND BY VOLUME 3. GROUT MUST CONFORM TO ASTM C476-71, MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI, AT 28 DAYS MIX 1 PART CEMENT, 3 PART SAND, AND 2 PART PEAL GRAVEL. THIS MIX MUST BE OF FLUID CONSISTENCY GROUT, ALL BUILDING RESIGN LOADS: 1. GOVERNING CODE: 2002 L.A.B.0 2. APPLIED VERTICAL DESIGN LOADS TABLE. LOCATION. GRAVITY L.L.* GRAVITY D.L. A. SLOPED ROOF 16.0 PSF (PITCH ADJUSTED) 14.0 PSF B. FLOORS - 1ST 40.0 PSF 10.0 PSF * REDUCIBLE PER TRIBUTARY AREA 3. APPLIED WIND DESIGN BASIS TABLE: A. WIND BASIC SPEED 70.0 MPH B. BASIC WND PRESSURE qs= 12.6 PSF C. WIND EXPOSURE C D. WiND EXPOSURE lw= 1.00 4. APPLIED SEISMIC DESIGN BASIS TABLE: A. SEISMIC ZONE 4 B. SEISMIC IMPORTANCE l= 1.00 C. SOIL PROFILE TYPE SO D. SEISMIC SOURCE TYPE B PER MAPS OF KNOWN AC77VE FAULTS E. DISTANCE TO FAULT 10km 1997 UBC, MAP PAGE L-32 F. NEAR SOURCE FACTOR No= 1.0 4.THE THICKNESS OF GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL BE NOT LESS THAN 1/2" BETWEEN PARALLEL REINFORCING BARS, NOT LESS THAN 3/4- 5. SEE '"REINFORCING STEEL NOTES AND STANDARD DETAILS FOR REBARS': REINFORCING STEEL: 1. ALL REINFORCING STEEL MUST CONFORM TO ASTM SPECIFICATION A615 GRADE 60, UNLESS OTHERWISE NOTED. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A-305. USE ASTM GRADE 40 FOR #3 TIES ONLY. 2. ALL REINFORCING STEEL SHALL BE LAPPED 36 BAR DIAMETERS OR 2'- 0" MINIMUM, UNLESS OTHERWISE NOTED IN PLANS ALL SPLICES SHALL BE LOCATED AS DETAILED IN PLANS 3 ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED. WHERE LAPISPLICE LOCATIONS NOT SPECIFICALLY INDICATED, LAPS/SPLICES SHALL BE WELL STAGGERED. 4. ANCHOR BOLTS, DOWELS, AND OTHER EMBEDDED 17EMS MUST BE SECURELY 77ED IN PLACE, BEFORE CONCRETE IS POURED. 5. WELDED WiRE FABRIC SHALL CONFORM TO ASTM A-185. MINIMUM LAP SHALL BE 6 INCHES OR ONE FULL MESH, WHICHEVER IS GREATER. CONCRETE: 1. ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 #/ CU. FT). AGGREGATES SHALL CONFORM TO ASTM C- 33 MTH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%w Z ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SMALL BE - Fa' = Z,500 PSi FOR SLAB ON GRADE AND CONVENTIONAL FOOTING. Fc' = 3,000 PSI FOR GRADE BEAMS, CAISSONSy FRICTION PILES & STRUCTURAL SLAB (3,000 PSI - SPECIAL INSPECTION REHIRED.). 3. CEMENT SHALL CONFORM TO ASTM C150 TYPE V. 4. MAXIMUM SLUMP SHALL NOT EXCEED 5 INCHES 5. CONCRETE SHALL BE MAINTAINED iN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 6. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED, AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED MTH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE Z PIPES, OTHER THAN ELECTRICAL CONDUITS, SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE, EXCEPT WHERE SPECIFICALLY APPROVED. FOUNDATION: 1. THE FOUNDATION DESIGN IS BASED ON 1000 PSF ALLOWABLE SOIL PRESSURE ENGINEER'S2 IF FOUNDATION EXCAVATION, UNCOVERS UNFAVORABLE SOIL A GE07ECHNICAL SHALL BE REQUIRED FOUNDATION EXCAVATION, UNCOVERS EXPANSIVE •IL THEN ALL NEW FOUNDA77ON SHALL HAVE' 24" EMBEDMENT 0 DMIOR F007ING AND 18* EMBEDMENT 0 INTERIOR FOOTING, NOTES. - All shear panels shall be constructed & sheathed continuously between lateral restrained points (Le, rooflHoor diaphragm), (U. N. 0). 1' Roof diaphragm nailing to be inspected before covering face grain of plywood shall be perpendicular to supports. Z In case of discrepancies In these plans, the contractor shall notify the Engineer of record prior to commencing any construction. 3, LA RR #: Simpson Hangers: #24947, #24818 Horiz. straps. #25119, #25149 Post Caps: #25149 Holdowns: #24818, #25158 Simp. A35 : #25293 Simp. A.B.@ (E) FIG.: #25273 Non -shrinking grout : #24777 Post Caps: #25149 Simp. epoxy #25279 (Deputy Required for Ws) FOOTING AND SLAB ONAPPROVED COMPACTED FILL: 1. Exterior and interior bearing wall footings shall be continuos . footings and slob on grade shall be reinforced as required in Items 3 and 4 of Section 91.1804.4, respectively. 2. Interior floor and nonbearing wall supports may be pier footings not less than 16 inches in plan view unless unusual soil conditions require the use of continuous footings reinforced as in Item 1. J. provisions shall be made to preserve the continuity of beom action in the footing wall at under -floor access openings. 4. Measure of settlement. Prior to permitting building on high fills, the department may require the determination of the settlement characteristics of such rills to establish that any movements have substantially ceased in such cases, a system of benchmarks shall be installed at critical points on the fill and accurate measurement of both horizontal and vertical vertical movements shall be taken for a period of time sufficient to define the settlement behavior. In no case shall the period of time be less than one year, with at least four consecutive checks mode at intervals of three months. FOOTING ON EXPANSIVE SOIL: 1. Depth of footing below the natural and finish grades shall not be less than 24 inches for exterior and 18 inches for interior footings. 2. Exterior walls and interior bearing walls shall be supported on continuous footings. 3. Footings shall be reinforced with four 1 f2-inch-diameter deformed reinforcing bars. Two bars shall be placed 4 inches of the bottom of the footing and two bars within 4 inches of the top of the footings. 4. Concrete floor slabs on grade shall be placed on a 4-inch fill of coarse aggregate or on a moisture barrier membrane. The slabs shall be at least 3 112 inches thick and shall be reinforced with 112-inch-diameter deformed reinforcing bars. Reinforcing bars shall be spaced at intervals not exceeding 16 inches each way. 5. The soil below an interior concrete slab shall be saturated with moisture to a depth of 18 inches prior to placing the concrete. 6. provide rain gutter and convey rain water to the street. USE OF EXISTING FRAMING NOTE. 1. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Notify the engineer if actual conditions are found to differ significontly from drawings. Details, and/or current code standards so that the proper revisions may be made. 2. Check ail existing framing in areas of proposed work for out of plumb, unlevel plates, and deteriorated elements. Replace or correct substandard conditions as necessary, Uncorrected defects in existing framing may adversely affect performance of new framing and finishes. J. Review foundations in areas of proposed work for crocks, evidence of settlement, and deterioration of concrete and embedments. Verify suitability of existing footings, etc. for proposed alterations and upgrade work. 4. Care shall be token during demolition so as not to damage or otter any existing structural components that ore to remain. f USE OF SIMPSON EPDXY INEXISTING FOOTING: A) EPDXY TYPE ANCHORS SHALL NOT BE INSTALLED INTO OR USED TO SUPPORT ANY FIRE -RESISTIVE CONSTRUCTION B) BEFORE INSTALLING OF THREADED ROD OR REINFORCING BAR, CONCRETE OR GROUT SHALL HAVE REACHED ITS DESIGN STRENGTH. C) INSTALLATION OF THE THREADED ROD OR REINFORCING BAR SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUC77ON SHALL BE PROVIDED AT EACH JOB SITE. D) USE A307 QUALITY OR BETTER THREADED RODS AND DEFORMED REINFORCING BARS OF GRADE 60 OR BETTER. E) THE THREADED ROD OR REINFORCING BAR SHALL NOT BE INSTALLED IN OVERHEAD APPLICATIONS SUCH AS IN THE SOFFIT OF A BEAM OR ARCH OR SIMILAR LOCATIONS F) THESE ARE NOT APPROVED FOR USE WHERE SUPPORTS WILL BE SUBJECTED TO VIBRATORY OR IMPACT LOADS, SUCH AS SUPPORTS FOR RECIPROCATING ENGINES OR CRANE RAILS. G) SPECIAL INSPECTION IS REQUIRED BY DEPUTY INSPECTOR FOR CONTROLLED ACTIVITY IN DRILLED IN ANCHOR BOLTS INTO REINFORCED CONCRETE, STEEL, OR REINFORCED MASONRY. ANCHOR BOLT A.r s r BD: BOARD BLK'G: BLOCKING BM: BEAM B.N.: BOUNDARY NAILING CJ: CEILING JOIST CLR.: CLEARANCE COL.: COLUMN CONT.: CON77NUOS DBL.: DOUBLE DET: DETAIL DIAPH.: DIAPHRAGM DJ. DECK JOIST E W. EACH WAY FB. FLOOR BEAM FJ. FLOOR JOIST FLR : FLOOR FRMG.: FRAMING FIG. FOOTING G.B.: GRADE BEAM HD: HOLD DOWN HORZ.: HORIZONTAL L: LENGTH MAX,: MAXIMUM MIN.: MINIMUM o.c.: ON CENTER P. POST PA: POST ABOVE PA & B. POST ABOVE AND BELOW PL.: PLATE P.T: PRESSURE TREATED RR. ROOF RAFTER SHT.: SHEET SIMP.: SIMPSON STL.: STEEL STRUC .: STRUCTURAL S W. S SHEAR WALL SCHEDULE T & B. TOP AND BOTTOM Ti. TRUSS JOIST TS: TUBE STEEL TYP.: TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT T. VER77CAL w/ WITH W.F.: WIDE FLANGE <C Q c� z 2 V 1E et 00 ©o " 600 200 Ell con W E-+ Q oa W W w x� o QCZ E..i .z es C-' e3 4, Un w UES /� c� No. 21234 E 09.30.2005 Mgr IV, F OF CAL1F0 DATE: -- 05.30.2005 DRAWN BY R.R. PROJECT NO.: V5•AVA-01 SCALE: N.T.S SHEET NO.: S=l CONNECTION NAILING' 1. Joist to sill or girder, toenail-- _---- _. _._._ _ --. _. ----._ _ 3-8d___ 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 125 mm) subfloor to each joist, face nail 2-8d 4. Wider than 1" x 6" (25 mm x 152 mm subfloor to each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder,_ blind and face nail ------ 2-16d� 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406 mm) o.c. Sole plate to joist or blocking, at braced wall panels 3-16d per 16" (406 mm) 7. Top plate to stud, end nail 2-16d 8. w._ - Stud to sole plate 4 8d, toenail or 2-16d, end poll 9. Double studs, face nail 16d at 24" (610 mm) o.c. 10. Doubled top plates, typical face nail 16d at 16" (406 mm) o.c. Double top plates, lap splice 8-16d { 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail _ _ _ -_ -- - -------- 8d at 6" (152 mm) o.c. - T4 13. Top plates, laps and intersections, face nail 2-16d� 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joist to plate, toenail _� _ - ---------- 3 16. Continuous header to stud, toenail--___ 4-8d 17 Ceiling joists, lops over partitions, face nail _ �- 3-16d 18. Ceiling Joists to parallel rafters, face nail 3-16d ! 19. Rafter to plate, toenail 3-8d 20. 1. 1" (25 mm) brace to each stud and late, face nail _ _ 2-8d 11" x 8' (25 mm x 203 mm) sheathing or less to each bearing, face noll 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. corner studs 16d at 24" 610 mm o.c. 24. -Built-up_ Built-up girder and beams 20d at 32" (813 mm) o.c.. at top and bottom j and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-16d at each bearing 26. Wood structural panels and particleboard. Subfloor and wall sheathing (to framing) 1/2" (12.7 mm) and less 6d3 19/32" - 3/4" (15 mm-19 mm) 8d or 6d3 7j8" - 1" (22 mm-25 mm) 8d3 1 1/8' - 1 1/4" (29 mm-32 mm) 10d or 8d5 j I Combination sub floor-underlayment (to framing): 3/4" (19 mm) and less 6d3 718" - 1" (22 mm-25 mm) 8d3 1 1/8" - 1 1/4" (29 mm-32 mm) 10d or 8d5 27. Panel siding (to froming):2 1/2" (12.7 mm) or Jess 6d 6 i 5/8" (16mm) 8d 6 28. Fiberboard sheathing.7 f 112" (12.7 mm) No. 11 go 6 I 6d4 ! No. 16 gag 25/32" (20 mm) No. 11 gag 8d4 No. 16 gas j 29. _ Interior paneling � 1 1/4" (6.4 mm) 4d'Q 318" (9.5 mm) 6d" Los Angeles Regional Uniform Code Program Committee I-31 Structural Observation STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF THE STRUCTURAL OBSERVER "ROJECT ADDRESS: 524-Towns-Sena-St, Santa Ana, CA 92703 _ PERMIT APPL. NO,: Description of Work! NEW ROOM ADDITION (ONE ST IRY A DITT N) Owner: Archi tect� Engineer; ___. ROBERT ADAMS STRUCTURAL OBSERVATION (only checked items are required) -- Firm or Individual to be responsible for the Structural Observation: ! Nana: VALLEY HOME DESIGN Phoney (818) 908-9851 Calif. Registration: FOUNDATION WALL FRAME ti DIAPHRAGM, Footing, Stem blahs, � ❑ Concrete ❑ Steel Moment Frame ❑ Concrete ❑ Mat Foundation ❑ Masonry ❑ Steel Braced Frame ❑ Steel ❑ Caisson, Piles, Grade Beams Wood -i ❑ Concrete Moment Frame ❑ Wood i ❑ Retaining Foundation ❑ Other; ❑ Masonry Wail Frame ❑ Others; I HiUside Special Anchors nthc,r: --- ! ❑ Others:EI ---' DECLARATION BY OWNER: i ,r + I the Owner of the -ro'ect declares that the above listed firm individual, E�' Engineer, � o e s ea or nds �dua, who is an E g Weer, regis..eredl, tensed in the State of California and who is responsible Tor the structural design is hired by me to do the Structural Observation, Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of record For this project, declare that the above listed firm is designated by me to be responsible for the Structural Observation. ROBERT ADAMS Signature 21234 License No, Date NOTE: The Engineer or Architect responsible for the Structural Observation, the Contractor, and appropriate Subcontractors shall hold a pre -construction meeting to review the details of the structural system to be structurally observed. 'Common or box nails may be used except where otherwise stated 'Nails spaced at 6 inches (152 mm) on center at edges, 12" inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches ( 1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2315.4 Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. "Common. beformed shank. CCorrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. ?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. $Corrosion -resistant roaring nails with 7/16 inch (11 mm) head and 1 1/2 inch (38 mm) length for 112 inch (12 7 mm) sheathing and 1 3/4 inch (44 mm) length for 25/32 inch (20 mm) sheathing conforming to the requirements of Section 2304.3. CCorrosion -resistant staples with nominal 7/16 inch (11 mm) crown and 1 1/8 inch (29 mm) length for 1/2 inch (12.7 mm) sheathing and 1 1/2 inch (38 mm) length for 25/32 inch (20 mm) sheathing conforming to the requirements of Section 2304.3. fOPanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked] Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610 mm). casing or finish nails spaced 6 inches (152 mm) on panel edges 12 inches (305 mm) at intermediate supports. t21f local building and safety code differs from the above scheduke and notes, then contractor shall comply w/ local building and safety codes. r2hMI-21 I tY AM 2# f- , b107ME., Wfulpf 1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO JOISTS 2. STAGGER END JOISTS 2 -O" MiN. J. BOUNDARY NAILING APPLIES TO PERIMETER PLATE, LiNES CHORDS TIES AND AS CALLED FOR ON DRAWINGS 4. SEE PLANS FOR NAILING 5. NAILS SHALL HAVE MIN. 1 f2" EDGE DISTANCE MODULE6. ALL JOISTS AND RAFTERS SHAU BE LAID OUT IN A 4�-O` i COINCIDE W1 PLYWOOD. TONGUEZ USE t GROOVE PLYWOOD AT FLOORS NOTIrr OTHERKSE._ 8 SEE DETAIL "B" FOR FRAMING WHERE PLYWOOD JOINTS ARE OFFSET DUE TO RAFTER OR JOIST LAP SPLICE. ! N. i rl DETAIL n E1V. V 2x4 BLKG. W% 16d 012" O.C. TO JOIST DETAIL B ( 7 � • Dbl top plate • Dbl Stud 00 • 3x studs ® WITWO panel edges & sill w/boundary nails & 112" minimum edge distance • see "4.6" of shear wall notes ✓ • 2x4 studs 0 16" o.c (10' max.) otherwise 2x6 0 16" o.c. (u.n.o.) • 2x blk g CST 3x blkg WITW 0 5 • Field nailing 0 12" o.c., common nails only • Boundary nailing at panel edges, common nods only 7 •1/2" thick strut I plywood (4 plys min.) • See note 4 of shear wall sched • No substitution of plywood unless a written approval by engineer of record is obtained • Plywood face grain may be horz. or vert. 8 • limp. Holdown where occurs w/4x post min. • square washer per"4.0" of shear wall notes * Holdown anchor bolt per ICBO & RR for embd • A.B. edge distance shall be 3 0 min. • Where cripple wall below is higher than 36 ' use HD at base of shear wall connected to on inverted HD at top of cripple wall & a third holdown at sill pl. of cripple to footing At existing cone. footing use all thread anchor bolt w/simp. ET22 epoxy w19" min. embd. & 30 edge distance RR#25279 1WTW 3 � °Provide 3x sill pl. (p.t.) for sills that rest an concrete or masonry for walls • At raised wood floor use 3x sill pl. for floor sill & mud sill at wall 17 1W • For mechanical penetration thru-wall pl. see max. allow bored hole on this sheet 1 Use 16d nails 0 4" o.c. 0 wall • Use 3/8" 0 x 6" lag screw per shear wall sched, at walls into 3x blk'g. • 2x blk'g/rim joist @ wall T • 3x blk g/rim joist ® wall W IT IT 1� • Floor joist ' Simp A35 or A35F per shear wall sched at blk'g/sill pl. similar at dbl. top pl./blk'g the above shall not be req'd where wall sheathing extend over bik'g w/boundary nailing 0 wall sill pl. or dbl. pl. to lower pl. or upper pl. • A307 steel anchor bolts X 9" embd min. spaced as per s.w.s. (edge dist.=3 0 min.) • At existing Cont. footing use all -thread A.B. w/9" embd. w/simp. epoxy ET22 RR#25279 (3 0 min edge distance) ? Use square washers as per "4.D" of shear wall notes for wail W � W Q8)• New or existing reirif cont, footing at lower floor ° See shear wall schedule notes & nailing schedule • Owner and/or his representative shall review & do as per struc. observation notes on this sheet Struc. observation is required when local building & safety code requires it a • wall 1W1WT requires strut. observation as per local building & safety code requirement GZ • SIMPS MST37 HOLDOWN STRAP (U.N.0) WRAP STRAP AROUND FLOOR BM WHERE SHEAR WALL DOES NOT EXTEND BELOW FLOOR LINE t. 2 SMEAR WALL SCHEDULE __--------- Panel Nailing Blkg. to Sill 7 Mark Sheathing Double Plate Anchor Emb. Shr. Material Perimeter Field Connection Bolt Option Dpth. PIC 4 10d 10d A35 0 1/2" Plywood Structural l ® 6" % a 12" % 16" a/c Or 16d 0 4" % 5/8" Did. a 48" a/c 9" 255 -�- r 3, 4 1/2 Plywood ( 10d 0 10d 0 A35 0 12" % Or 3/8 Did. x 5/8" Did. 0 32 % Or 9" 382 �� Structural 1 4" o/c 12- a/c 6" lag bolt 0 3/4" Did. 5 6 16" % I M. o/C .14 10d 10d A35 ® 8" % 3 1/2" Plywood 0 a Or 3/8" Dia. x 5/8- Die. 0 3" 498 5.6 Structural 1 3" a/c 12" o/c 6" lag bolt 0 12" a/c 32" a/c -' 4 - v 10d 10d - A35 0 6" o/c 1/2" Plywood 0 Or 3/8" Did. x 5/8" Did. 0 � " 652 Structural 1 2" a/c 12" o/c 6' lag bolt 0 24" a/c 5,6 1 8"% 7/8" Portland ! 1 1/2'- if 11 A35 0 Cement Nails 32" % Or 5/8" Did. ® 9" SO Plaster 0 6" o/c 16d 0 8" o/c '0. a/C i 1. This nailing schedule is for common nails. This is in addition to the minimum nailing required by UBC table 23-11-B-1 and The City Building and Safety Department memo, November, 1994. Use common nails only. See additional shearwall notes. 2. Spacing of A35, 16d nails, and anchor bolts is bo be reduced by 1/2, if plywood sheathing occurs on both sides of wall. Anchor bolt spacing shown on foundation plan is minimum, unless noted otherwise. 3 Framing shall be 3" nominal and nails shall be staggered. Also, structural observation is required. See additional note 4. Where plywood is applied on both sides of a wall and nail spacing is less than 6" a/c either side. Panel joints shall offset to fall on different framing members, of framing shall be 3" nominal (3X studs edges & 3X sill plate) and no on each side shall be staggered 5. Noil spacing w/ less than 4" % shall have a pre -drilled hole, when used, which can not exceed 75% of the nail diameter (but should be as close to 75% as possible). Unseasoned lumber is assumed to be used. 6. Use 4x blocking 0 lag screw or flat A35. 7. Use 3 DIA. edge distance. When existing footing is used, verify exisitng anchor bolt size and spacing or add anchor bolt per shear wall schedule using alithread anchors with simpson ET22 epoxy (3 dia. edge distance). RR # 25279 ADDITIDNAL SHEAR WALL NQTE'S 1. Stucco and/or stucco with veneer over a plywood shear wall will be waterproof with a minimum (2) 1511 felt underlayments. 2. Only common nails will be used for all plywood shear walls and nay guns using "clipped Head" or "Sinker" nails are not acceptable. 3. All bolt holes to be drilled 1/32" min, to 1/16" max. oversized. inspector must verify. 4. The following applies to all shear walls with a listed design load greater than 300 PLF. A. Provide 3x Sill Plates for sills that rest on concrete or masonry. B. Provide 3x Studs between adjacent panels. If it is necessary (existing stud wall only) to use (2) 2x members between panels, specify 16d nails with staggered nailing & spacing no greater than the required plywood edge nailing. C. Provide 1/2" Edge Distance for the plywood boundary nailing. D. Plate Washers are to be used with all anchor : 112"0 bolt -- 2.0" x 2.0" x 3/16" 5/8"0 bolt -- 2.5" x 2.5" x 114" 3/4"0 bolt -- 2.75 x 2.75" x 5116" 7/8"0 bolt -- 3.0" x 3. 0" x 3/8" E. Structural observation is required per LABC & MGD 110. HDLD-DDWN CQNNECTDRS,, 1. Plate washers ore to be used. (HD post -plate washer). See "4.D" above for sizes. 2. HD anchor nut to be tightened ,yst before covering the wall framing. Inspector must verify. 3. Deputy inspection required per table 26-E and 91.0306(a) for hold down anchor bolts. 4. See HD straps note 22 and detail aA2 Omit plywood edge nailing until strop is in place. Nay strap over plywood & use full length common nails as these nails will also provide for the plywood edge nailing. 5. Leave a gap at the bottom of the hold down to allow for tensioning of the HD assembly. ALLOWABLE PENETRATIDN INTD SHEAR WALLS NOTCHES MIN. 6'-0" o.c. TV' 0 MAX. BORED HOLE It' MAX. f 31f' MAX y _ . 1G' MIN._.__.--10' MIN.-- 1lk'x16GA. STRAP W/6-10 d COMMON NAILS EA. END @ EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 2x4 DBL. TOP PLATE � 2x4 OR 3x4 SILL PLATE SIM. NOTCHES MIN. 6'-0" o.;.-_.__._._... 2" 0 MAX. BORED HOLE 2" MAX. 1 �1t" MAX-- V, o _ MIN_ i'-o MIN. z N 1W'x16GA. STRAP W/8-10 d COMMON NAILS EA. END @ EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 2x6 DBL. TOP PLATE i 2x6 OR 3x6 SILL PLATE SIM. NOTCHES MIN. 6'-0" o. 3" 0 MAX. BORED HOLE s13".i'?'1,1iai. l 3" MAX. .i ui.r?3 _ �oT_. _` 6 5t" MAX t' 0" MIN. 1' 0" MIN. -11fx16DA. STRAP W,f11-10 d COMMON NAILS EA. END @ EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 2x8 DBL. TOP PLATE 2x8 OR 3x8 SILL PLATE SIM. Q Q 0 r� En �73 ' CIO h h `n 00 W wa H w � M Q ris0 � O � 4.4 r=1 xrf3 con v pgoF F ES le}* - `cam c� m No. 21234 M EXP 09. 0.20A5 F OF OALM ?�!3"� DATE: 05.30.2005 DRAWN BY: R.R. PROJECT NO.: V5-AVA-01 SCALE: N.T.S. SIWET NO.: n ` REAM SEE PLAN .4fjjA'gi#. I— SPLICE WIERE occaa ii SOPSON CC. lj COL. CAP CO{- SEE PtAN RF'M SF P` 4N SPLICE StHERE I OCCUR 4 SOPSON PC PAST CAP r----WI COL. SEE PLAN REAM SEE PLAN 771 SOPSON ECC COL CAP ------ 4 v r � a SOPS13Nt EPC CAP i t i BM. TO POST CONN. U W FOUNDATION PLAN SCALE: 1 /4" = l'—p„ ROOF FRAMING PLAN SCALE: 1 /4" = 1'_O" NOTES 1- SEE SHT. S-1 FOR STRUCTURAL NOTES. 2- SEE SHT. S-2 FOR SHEAR WALL SCHED. & DIAPH. NOTES. 3- STRUCTURAL DETAILS ARE NOT TO SCALE AND ARE ONLY INTENDED TO SHOW METHOD OF CONNECTING STRUCTURAL ELEMENTS. SEE ARCHITECTURAL PLANS, SECTIONS AND DETAILS FOR EXACT DIMENSIONS, FINISHES, AND NON-STRUCTURAL ELEMENTS. LEGEND END SLAB ON GRADE: 4" THICK CONC. SLAB ON GRADE CONC. FC1=2,500 PSI C 28 DAYS, USE #4 @ 16" o.c. E.W. PROVIDE 4" SAND W/10 MIL VISQUEEN LAYER UNDER THE SLAB. SEE ARCH. DWGS FOR FINISH FLR., ELEVATIONS, LOCATIONS OF DRAINS, CURBS, PLANTERS, SLOPES, ETC. INDICATES SIMP. HD HOLDOWN (E) : VERIFY EXISTING 12" WD CONT. FTG. F-1: (N) 12"W x 24" DP CONT.FTG W/2#4 T&B (TYP) PAD-1. 2'-0" SQ x 14"DP CONC. PAD w/ 344 * BOTT. E.W. 2x8 RR 16" o.c. (DF-L #1) ® 2x6 CJ 16'° o.c. (DF-L #1) Q 2x6 FJ aC 16" o.c. (DF-L #1) BM-1: 5" x 101/2" Glulam (DF-L , 24F-V8) SIMP. MST37 HORZ. STRAP (U.N.O.) a q d Q a a U d' �a � C� H w w� � � n � � C '4 +� FFESIn z No. 21234 EXP 09.30.2005 cm F OF CRL01 DATE: 05.30.2005 DRAWNBY: R.R. PROJECT NO.: V5-AVA-01 SCALE: 1/411 = 1/-011 SHEET NO.: B.N. ROOF SHEATHING & (E) ROOF NAILING (SEE PLAN) (N) 2xl0 FLAT BN HOLDOWNS TO NEW FOOTING SHEAR PANEL 1-2x STUDS 0 16" o.c. (N) 2x RR. AS B.N. PER PLAN' AS PER S.WS. SIMPS A-35 & ANCHOR (N) BL'-K'U- VVIA35 2x BLOCKING 16d NAILS 0 6" BOLTS AS PER S.W.S. CON T 2x BLKG I RR 0 (U.mu.) B.N SIMPSON A35 FRAMING (E) NM cd ANCHOR 0 48" oc(U.N.O.) f - 2x4 STUDS 0 16" oc ROOF SHEATHING & (U.N.O.) (N) < NAILING AS PER PLAN (E) RR— N) 3A/1-1 FLR. SHTG'S AS PER PLAN 2x BLK'G---.s4,,, B.N. 2x FJ AS PER PLAN 2x P. T SILL PL A co \—(N) CJ -.,00.000w 1� 1 SIMPSON A35 (E) C J./ (N) 2x CJ AS USE SSTB IN (N) FOOTING (N) SLAB ON GRADE-1 4- WASHER BOL71NG PER S. W, S. X. Ir i (U. N. Oj No. HO's Y" PLATE TO POST BASE POST 0 16 oc (U.N. 07). 1 PER PLAN AS PER PLAN v U 28 SIA/P'S. HANG. MODEL B NJ WALL SHEA77NG &—oo, "I i NAILING AS PER PLAN SHEAR PANEL AS 1, jo, I SSTS16 HD2A 1 314- 12518- 2 112- SQX 114- 1-518' 0 A.B. 2-518- 0 M.B. 2 #4 0 TOP & BDTT PER S.WS. & PLAN /lo, SST816 HD5A 5116- 1-314- 0 A.B. 2-314- 0 M.B. 12" 2x STUDS 0 16" 11 314", 12 518" 12 314" SOX (U.N.O.) BY S.WS. H06A 1 314- 24 718- 2 314- SOX 5116- 1-718- 0 A.B. 2-718" 0 M.B. ------- ------ ----- HDBA 1 3/4t724 718' 3- SQ 3-718- 0 M.B. --Tr' ul SHEAR TRANSFER F EXTERIOR WALL EXT [�---)�—MST PE — RP. TO WALL.1 — ROOF- SHEA T/NG ROOF SHEATHING & B.N. NAILING AS PER PLAN ROOF SHEATHING & 4xPOST 5-16d NAILS NAILING (SEE PLAN) CONT. 2x BLKG (U.N.O.) SIMPSON HD SIMP, ALL Ti IREAD ROD & 26 GA.GALV. FLASHING HOLDOWN SIMP. EPDXY SE722 x10" EM3D. MIN 4" BEYOND ROOF J T (E) CJ PER PLAN (30 EDGE DISTANCE) f (RR# 25279 2x BLKG. ®4' o.c. SIMPSON A35 (N) RR ANCHOR BOL T SIZE: 1-02A 518" DIA. SIMPSON A35 FRAMING DRYWALL 314" 01A. 016( H05A 2X RR AS PER PLAN PER S. W.8. ANCHOR @ 48" oc(U.N.O.) HD6A 718 " DIA I-108A 71B" 01A. DOUBLE SHEAR JOIST HANGER v- MODEL NO. Rod Dia, H MIN. CNW518 518* 1 718" CNW314 314" 2- 1 CNW718 1 718- 12 7116 m !EX7G. WOOD WALL TO BE DEMOLISHED. EXVG. BLOCKING. NEW 518" PLYWOOD SUB— FLOOR. r NEW 0 16 01C. 2 X 6 FLOOR JOIST EXTaG SUB— FLOOR. VLVVNEW R — 19 INSULATION. T HANGER. EX'rG. tA- EX7-G. SILL F �, is.. 112"0 X 50 LAG BOLT FLOOR JOIST PLATE. 1! 1 14 016" c.,STAGGERED (TYP.). A 2x6 WOOD LEDGER. CON1.. ruviviiii i 11 OR C.M. WALL 2X LEDGER W1 A EXISTING NATURAL V (EXISTING) 7 112"Ox6" LAG BOLT 2x STUDS @ 16" o. c. (N) CJ each STUD 0 16" o.c. (U.N.O.) BY S.W.S. SPECIAL ISPEC77ON IS REQUIRED SOIL (TYP.). TO TOP PLATE 2X4 STUDS 0 16 OS '-'--,., SHEAR PANEL AS EX"rG. CONC. WALL SHEA 77NG & (U.N.O.) NAILING AS PER PLAN PER S. W.S. & PLAN FOOTING. 16 HOLDOWN TO (E) FOUNDATION DET. ROOF CONNECTION DETAIL HOLDOWNS DETAIL 5 OST AS PER PLAN 2-16d TOE NAILS OE HURRICANE CLIPS (IN 2x BLOCKING HIGH WIND AREAS) A,5,5 (9) 16 oc REAM PER PI AN 4" THICK CONC. SLAB IMPSON POST BASE W1 #4 @ 16" 0. C. E. W, '-2x STUDS 0 16" o.c. SHEAR PANEL + E: 4XI0 BEAM SIMPS A-35 & ANCHOR 16d NAILS 0 5" o. c. BOLTS AS PER S.W. S. 77T77-7 I !:�L-T -tl FLR. SHTG'S AS PER PLAN 7� IMP MST 37 2" SAND Zi T 2x BLKG-----,�l .. 6 MIL clq Elf BN2x FJ ASPERPLAN x WALL 2 #4 REBAR 0 WSQUEEN TOP & BOTTOM A z x K 4 o.c. Z� 4X4 CONC. FOOTING. 2" 12" KNEE 2x P. T SILL PL BRACE 3-#4 E. N 4X4 4 #4 @ TOP & BOTT 40 1 2-ll?-X5' 0 LAGS " 12" 2 (SEE DETAIL "A) —0 (U. N. 0.) ----- -- TIE STRAP @ DRAG STRUT DETAIL NEW EXTERIOR FOOTING rE X F ID AIR A LELL TO WAL113) ECCLL SIMP. COL. CAP N I 2x STUDS @ 16" o.c. (U.N.O.) 2" SHEAR PANEL 7r AS PER S.W.S. WD POST (SEE PLAN) -7f SIMPS A-35 & ANCHOR (N) FTG. AS (E) FIGS SIMPSON HOLDO 16d NAILS 0 6" o.c. BOLTS AS PER S.WS. PER PLAN 2-112 0 X 5"LAGS —\ B.N FLR. SHTGS AS PER PLAN 00 2x4 STUD 0 PREDRILL 318" 0 0 2x4 STUD I HOLES 2x BLKG (U.N.O.) 4 B.N. FLOOR JOIST 2x SILL PLATE 4 14 2x BLKG 0 48" o. c. Y REINF. AS 2x P. T SILL PL (U.N.O.) PER PLAN ET'Tr'T— A, 4XIO BEAM A -4. 44 .4i T E.Q. DRILL 118- LARGER HOLE A THAN A.B. DIAMETER E.Q. cv 4 4 A' (SEE NOTE) 24" .. A .0 A .. . -r 4X4 KNEE BRACE ± 8" NEW PAD 0 HOLE & KNEE BRACE WHERE OCCURS DRILL 518 • (E) CON T, FTG. PER PLAN EPDXY AFTER PLACING 2-112>(5" 0 LAGS PER PLAN CON77NUOUS FOOTING NO _7E. #4x32- LONG DWL. 0 (SEE DETAIL 'A- EXISTING OR NEW VERIFY (E) A.B. SIZE & SPACING TOP & B7M. USE SET AS PER S.W.S. OR ADD A.B. 4x4 WOOD POST ALL— THREAD ROD x 9' DP WISIMP. EPDXY SIMPSON LA RR #25279 SPECIAL ISPEC710N IS REQUIRED ET22 EPDXY (1 314- MIN. EDGE DETAIL "All DISTANCE) (RR#25182) 4 7N.71 18 (N) PAD UNDER CONT FTC. 14 10 NEW SHEAR WALL/EXISTING F AW _o ar w 4 u", HOLDOWNS TO EXISTING FOOTING (N) SPAR" W 2-3 am pm of ATM SIM. CA NOTE. -y FOR HOLOOMS TO 6E PLACED $� IN THE EXISTING FOOTING, DR&L HOLE Y4- LARGER THAN a - at" HOEDOWN DIAMETER AND RLL HOLE WISETEPDXY(SEES-1) 4-.• PRIOR TO PLACING OF THREADED ROD HOLDOWN(SEE S4 & 8-2) 'Hw USE EPDXY LARR 25279 IN (E) F007ING ADHESIVE HD*s WASHER 800wo AT ET SET BASE POST lx* ly" Ix, *Y* *)(* "Y' PLA7E TO POST HD2A 2 112' SOX 114' 1-518- 0 A.B. 2- 518 - 0 M.B. 9 318- 1 3/4- 12- 1 314- 101- 1 314- HDSA 2 314- SOX 5116- - H06A 2 314:- SOX 5116- 1-718- 0 A-9. 2-718' 0 M.S. N/A 1 314* 5112-1 314- 15- 1 314- 1 HDaA 1 3- SOX 5116- t 1-718- 0 A.B. 1 3-7/8- 0 M.B.1 314 * NIA , 1 314' 15- 1 314* rn rn r� t� 00 p*o F--4 0 C) 4 0 C. cr No. 21234 rn EXP 09,30.2005 DATE: 05.30.2005 DRAWN BY: R.R. PROJECT NO.: V5AVA-01 SCALE: SHEET NO.: Sm4 gut The following items represent the MANDATORY REQUIREMENTS for ALL S) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have efficacy of not less than 40 lumens per LOW RISE RESIDENTIAL buildings and shall appear as Hates on the watt. (Fluorescent type lighting will meet this plans: requirement). A) Before the building may be occupied, installation Sec. 150(k) certificates for manufactured devices regulated by the Appliance Standards or Part 6 shall be posted adjacent to the building permit(s). Certificate sholl: 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 Sec. 150(g) and the requirements for such devices given in the plans and specifications approved by the local enforcement U) Any new low-rise residential building shall meet the agency: following minimum requirements. 3. State the number of the building permit under which the 1. Ceiling Insulation. The opaque portions of ceilings construction or installation was performed. separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of either I Sec. 10-103 a 3 A { }( }(} or 2 below: B) The builder shot] provide the building owner, manager, and o. Ceilings shall be insulated between framing members with insulation resulting In an installed thermal the original occupants the appropriate Certificate(s) of Compliance and a list of the features, materials, components, resistance of R-19 or greater for the insulation and mechanical devices installed in the building, and instructions on how to use them efficiently. ALTERNATIVE to Section 150(a)1.: 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 framing members. .in a conspicuous location in the building a certificated signed by the installer stating that the installation is consistent with the plans and requirement of section 10-103(a) (2) (A) b. Floors shall be insulated between framing members and conforms with the requirements of part 6. The certificate shalt also with insulation having an installed thermal state the manufacturer's name and material identification and resistance of R-19 or greater. the installed R-volue. atone. Sec. 10-103(a)(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--voiues installed design weight per square foot at the SHGC as rated by the National Fenestration Rating Council's NFRC 200: manufacturer's labeled R-volue. 1. Have a clearly visible temporoty label, not to be removed before inspection by the enforcement agency, listing the certified value, solar heat gain 3. Wall Insulation. The opaque portions of frome walls separating conditioned spaces from unconditioned spaces coefficient (SHGC) of the product and he method used to derive those or ambient air shall meet the requirements of either a values. Also the label should indicate compliance with air infiltration or b below: requirement of Section 116(a) 1 a. Framed watts shall be insulated between framing 2. Have a permanent label meeting the requiemnt of section 10-111(A)(2) members with insulation having an installed thermal resistance of R-13 or greater. Framed foundation organization, and rating procedures. watts of heated basements or heated crawl spaces Sea 116(a) shalt 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)1.: Insulation which is not penetrated by framing members may meet an R- EXCEPTION: Unframed glass doors and fire doors. 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-value of walls shalt not exceed the U-value that would result from potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration installing R-13 insulation between framing members and accounting for the effects of framing members. and exfiltration. Sec. 117 4. Raised Floor Insulation. Raised floors separating conditioned G) All insulating material shall be installed in compliance with spaces from unconditioned spaces or ambient air shall meet the the fiamespread rating smoke density requirements of Sections requirements of either a, or b. below: 707 of the UBC, a. Floors shall be insulated between framing members Sec. 118(c) with insulation having an installed thermal resistance of R-13 or greater. H) 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 con shall not exceed the U-value that would result from be met by the heat 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 members, the cut -on temeroture for supplementary heating, and the cut-off Sec. 150(a}-(d} temperature for supplementary heating. Sec. 112(b) 1) Masonry or factory -built fireplaces shod 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 equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. SUPERIOR WINDOW & DOOR THERMAL AND OPTICAL RATINGS WITH AND WITHOUT GRIDS CLR/CLR CLR/GRAY CLRIBR/LOW.EI Z CLR I U-VALUE SERIES SHGC VT SHGC VT SHGC I VT I SHGC VT I CLR LOW-E VINYL OR WOOD WGRID .52 .53 A .35 .43 .39 34 .47 .47 .34 5600 xo w/o .57 .59 .44 .40 .47 .44 .37 .53 .47 .33 WGRID .52 .53 .39 .35 .43 .39 .33 .47 .47 .34 5700 SH w/o .57 .59 .43 .39 .47 .44 .37 .53 .47 .34 wGRiD .55 .56 .41 1 .37 .45 1 .41 .29 1 .49 .49 1 .35 8600 xo w/o .60 .58 .46 .38 .49 .43 .32 .50 .49 1 .35 wGwD .55 .56 .42 .37 .45 .42 29 A .49 1 .34 8700 SH w/o .61 .63 .46 .42 .50 .46 .32 .55 .49 .34 WGRID 61 .63 .46 .42 .50 , .47 .32 .55 .48 .32 8602 Pw w/o .67 .70 .50 .47 .55 .52, .35 1 .62 .48 .32 WGRID .50 .51 .39 .34 .42 .38 .33 .45 .50 .35 8900DH w/0 .56 .57 .42 .38 .46 .42 .36 .51 .49 .36 wGRiD .45. .46 .35 .31 .37 .34 .24 .40 .42 .32 7I00CIi w/o .50 .51 .3$ 1 .34 .41 .37 .26 .44 .44 .33 wGRiD .45 .46 .35 .31 .31 1 .34 .24 1 .40 .43 .32 7300 A w/o .50 .51 .38 .34 .41 .37 .26 1 .44 .44 .33 WGRID .65 .64 .50 .42 .54 .47 .36 .56 .49 .38 9300xx w/o .71 .71 .55 .47 .59 .52 .41 .63 .49 .38 WGRID .56 58 .43 .39 .47 .43 ` .29 .51 .49 .34 9800 xo w/0 .62 .65 .47 .43 .51 .48 .32 .57 .49 .34 .............. ALUMINUM ...................................................... ::`.; ::';::`.: ; ;:::::::` .::: :: :::: : WGRID .61 .49 .41 .53 .45 .35 .53 .7 .60 4600 x0 w/o 68 .68 .53 .45 .57 .50 .38, .59 . 5 .60 WGRID .62 .60 .46 .40 .52 .44 ,36 .53 .75 .60 4700 SH w/o 67 .67 .52 .44 .56 .49 .39 .59 .75 .60 WGRID .65 .68 1 .50 .45 .54 .50 .36 .60 .58 .40 4602 Pw w/o .71 .75 1 .54 .50 .59 1 .55 .39 .66 5,8 .40 WGRID .53 .50 .42 .33 .45 .37 .30 .43 -.48 1.73 60. 4100 CR w/o .57 .55 .45 .36 .48 .41 .32 ':173 .60 WGRID .53 .50 .42 .33 .45 .37 .30 .43 .73 .60 4300 A w/o .57 .55 .45 1 .36 .48 41 .32 1 .48 .73 .60 WGRID .65 .64 .50 .42 .54 .47 .37 .56 .75 .59 96Go xo W/o .71 .71 .55 .47 .59 .52 .41 .62 .75 .59 SHGC - Solar Hcat Gain Coefficient, VT - Visible Transmittance, LOW -El - High Performance Low E Glass Certificate of Compliance: Residential Part 1 of 2 CF-'I R SINGLE HOUSE ADDITION 7/8/05 Project Title 524 TOWNSEND ST. SANTA ANA Date Project Address Building Permit # INC. 6 26 289-8808 ENGINEERING, E N ENGIN } PERFECT DESIGN & ° Plan Check /Date Documentation Author Telephone Computer Performance $ Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency use Only GENERAL INFORMATION Total Conditioned Floor Area; 1,421 ft2 Average Ceiling Height:, 8.0 ft Total Conditioned Slab Area: 0 1t2 Building Type: (Check One or more) ® Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ElMulti-Family� Existing Plus Addition Front Orientation: (East)9a d_ g Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 1.00 ® Raised Floor Number of Stories: 1 BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments Type lyge U-Value (attic, garage, typical, etc.) R-OR-0 Roof(R.0.2x6.16) Wood 0,299 Exterior Roof R-0 Wali�.0.2x4.16) Wood 0.386 Exterior Wall R-0 Floor (FA.2x6.16) Wood 0.101 Exterior Floor 1 Over CmvAspaoe tw/11-6 Credit) R-30 Roof(R.30.2x12.16) Wood 0.035 Exterior Roof R-13 Walt (W.13.2x4.16) Wood 0.088 Exterior Wall R-19 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / Over Crawtspace (w1R-6 Credit) FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF -Fact r SHOC Shading Yes / No Yes / No Rear (West ) 51.5 1.28 0.80 Bu S n ❑ ® ❑ x❑ Front (East)_ 46.0 1.28 0.80 Bug Screen ❑ 0 ❑ Q Left (South) 41.6 1.28 0&0 Bug $green ❑} ® ❑ 0 Right (North) 9.0 0.75 0.68 Bun Screen ❑ X❑ ❑ XQ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _._. ❑ ❑ ❑ _ ❑ ❑ ❑ ❑ ❑❑ El El R19:2§:41 Run Code, 11200U46 EnergyPro 3.1 By EnergySoft User Number 1919 Job Number: M051966 Pa :3 of 20 Certificate of Compliance: Residential Part 2 of 2 CF-'I R SINGLE HOUSE ADDITION 7/8/05 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydrontc data under Water heating Systems, except Design beating Load. Distribution Heatin Equipment Minimum T e and Duct or Type e furnace heat Efficiency Location Piping Type ( r Y LpCa to Location / Thermostat L pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R-Value Type Comments Cantral F_stmaca 80% AFUE nuctg in Attic 4.2 Sa ack WHOLi_ HOUSE Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location f heat pump, evap, cooling) (SEER) (attic, etc.) R-Value Type Comments Split Air Conditioner 10.0 sSEER . Dude In Attic 4.2 s_e#tiack _ _ ) L4ot.F wni gSF WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! 1 External Water Heater Water Heater Distribution # in input Cap. or Recovery Standb Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (0o) R-Value M22VR75-70N Q5 _ Small Gail Standard 1 _ _ 70,000 75 0.53 _ n[a _ -12 _ 1 For small gas storage (rated inputs of less than or equal to 75,000 Bttitttr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btuthr), list Rated input, Recovery Efficiency and standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. RIFMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the Individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TX?ZH 'r fires Installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Auth Name: Name: RAYMOND P.E. Title/Firm: GLEZ DESIGN INC. Title/Firm: PERFECT EERING INC. Address: 13759 OXNARD ST. Address: 2416�i VALLEY GLEN CA 91401 AM 4°9 Telephone: (818) 359-5932 Telephone: 6 8 11T�-r Lic. M t rx' � . 27fi35 �+ M lib-J0-07 (signature) (date) (signature), (date) Enforcement Agency'CHA��°'�, Name: ` 4' Title/Firm: '/ vL�� Address: Telephone: NOTE: Not required if fireplace is installed over a concrete slab and will not be located on on (Page 2 of 2 exterior wail. ° Mandatory Measures Checklist: Residential {Page 1 of 2} MF-1 R Mandat0 Measures Checklist. Residential ( 9 M Certificate of Compliance: Residential Addendum CFA R ry 3. A flue dom er with a readily accessible control. NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, items marked with an p NOTE: Lowdse resldantiai buildings subject to the Standards must contain mesa measures regardless of the compliance approach used. !tams 7/$/d�J marked with an (ail asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is Incorporated Into asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated Into EXCEPTION: When a gas log, log lighter, or SINGLE OUSE ADDIT Date the permit documents, the features noted shall be considered b all parties as minimum component performance specifications for the mandate measures Project Title y p po p mandatory the permit documents, the features noted shah be considered by all parties as minimum component performance specifications for the mandatory measures 1' t 11 d j whether that' are shown elsewhere In the documents or on this checklist only. whether they are shown elsewhere in the documents or on this checklist only. decorative gas app lance Is ins a e in a fireplace, the flue damper shall be Special Features and Modeling Assumptions blocked opens if required by the The local enforcement agency should pay special attention to the ftems specified in this checklist These items require special manufacturers installation instructions written justification and documentation, and special verification to be used with the performance approach. The local ...x....s .. t..,tf.itnn nr ,tacinn that ntharwise comolles or the State Mechanical Code. 4. Continuous burning pilot fights and the use of indoor air for coating a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Sec. 150(e) J) All heating and/or cooling systems other than wood stoves shall hove an automatic thermostat with a clock mechanism or other setback mechanism that shuts 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. 150(j) Th h drn duct s tern shall be constructed, installed, enforcement agency aetermmes me susyuouy ..• .,,Q,,.�...,.. -.- , _.._ -._ )aced on the adequacy of the special justification and documentation submitted. Plan Field The DHW System "RHEEM 22VR75-70N (75 GAL.)" Energy Factor = 0.530. An EF below 0.58 requires an R-12 F..xtemai Blanket. K) a air an I g ys sealed and insulated as provided in Chapter 6 of the Uniform Mechanical Code. (Must be insulated to o minimum installed HERS Required Verification t., s �, rnrtm,t taieac rater t,ndar tha sunarvision of a CEC atioroved HERS level of R-4.2 or be in conditioned space). Sec. 150(m) L) All fan systems exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage. Sec. 150(m)7 M) Storage gas water heaters with an energy factor<0.58 shall be externally wrapped with insulation having installed thermal resistance of R-12 or greater. Sec. 150(j)1 A N) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systems, shall be externally wrapped with insulation having an 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-volue. Sec. 150(j)1 B 0) Duct system opening shall be sealed with mastic, tape, aerosol sealant, or other duct closure system that meets the applicable requirement of UL 181A, or UL181B including collars, connections and splices. 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. >rovider. The HERS rater must doe-u"m-e-n,t,t-h-o--fl-olfcfverMcation and diagnostic testing of these measures an a torm Plan Sec. 150(m) BUn l i i i Ti 1 5 6 • JJJ0§1§2J§ EnergyPro 3.1 By EnergySoft User Number. 1919 Job Number. M061956 Page:S of 20 P) Building cavities shall not used for conveying conditioned air. Sec. 150(m) Q) Joints and seams of duct system and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbonds. 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. 1- T. Sec. 150(j)2 DESCRIPTION Instructions: Check or Initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures *9150(a): Minimum R-19 ceiling insulation. tt1 I § 160(b): Loose fill insulation manufacturar's labeled R-Valua, r� `§ 150(c}: Minimum R-13 wall Insulation in wood framed walls or equivalent U-value in metal frame walls (does Xnot apply to exterior mass wails). ®*11150(d): Minimum R-13 raised floor insulation In framed floors or equivalent. ❑§ 150(I): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pamttnch. ® § 118: insulation specified or installed meets insulation quality standards. indicate type and form. ® §116-17: Fenestration Products, F..xterior Doors and infiitration/Extiitration 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 weatherstdpped; all joints and penetrations caulked and sealed. ❑ §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 150(* Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. X§ 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. ® § 150(h): Heafing andtor cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ® § 150(f): Setback thermostat on all applicable heating and/or cooling systems. ® § 150(j): 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-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, Insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external Insulation or R-16 combined intemallextemal insulation. 4. Ail 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. EnargyPro 3.1 By EnergySoft User Number: 1919 Job Number. M051958 Page:6 of 20 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) FX] *§ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and Insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum Installed level of R-4.2 or enclosed entirety in conditioned space. openings shaft be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of 1.11-181, UL181A, or UL181B. If mastic or tape Is used to seat openings greater than 114 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used In combination with mastic and 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 shah not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts Installed in cavities and support plafforms 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 seated 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. 5. Gravity ventilation systems serving oonditioned 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 coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ® § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% 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 filter and heater for future solar heating. b. Cover for outdoor pools or outdoor was. 3. Pool system has directional Inlets and a circulation pump time switch. ® § 115: Gas fired central fumaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with picot < 150 Stuthr) ❑ § 118 (f): Cool Roof material meet specified criteria Lighting Measures ® §150(k)1: Luminaires for general righting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. iA i §150(k)2: Rooms with a at.., ar bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt 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. 3A BY Ene aft User Number 1919 Job Number M051956 Page:7 of 20 q AC SYSTEM HEATING AND COOLING LOADS SUMMARY DATE £CT NAME 7/8/0c. SINGLE HOUSE ADDITION FLOORARF-A EM NAME _ _ . _ .. .- 1.421 Of i Total CFM Total Room LoadsTV 1,383 62,06 Return Vented Lighting Return Air Ducts 2,603Return Fan 0Ventilation0 0Total output (Btuh) a 'v�vSupply Fan Total output (Tons) 2.8 Supply Air Ducts 2,368 2,603 Total output (Btuhrsgft) 23.9 TOTAL SYSTEM LOAD Latent i i CFM { Sensible 5210 13 57 74 Total Output (sgfVron) 501.5 Air S stem A E U PM NT Ig iON CFM per System CARRIER 38CKC-036/58STA-070-12 2%265 3,100 64,0 Total Adjusted System Output 1 0 54,000 (Adjusted far Peak Design Conditions) 28,265 3, 0 TiME OF SYSTEM PEAK Aug 2 pm Jan i2 am Airflow (cim} Alifiow (cfm/sgft) I Airflow (cfmrron) Outside Air (°1°) Outside Air (cfmisgft) Note: values above given at ARI conditions EATING SYSTEM psYCFiROMETRICS Airstream Tel 33.0OF 68.0OF 68.0OF 105.00F Outside Air 0 cfm Supply Fan Healing Coll 1200 eft 68.0 of k Return Air Ducts `j 97.2169.5 of 79,8 / 62.7 of 79.8 / 62.7'F 0 55.0 / 53.4 of - Outside Air 0 cfm Supply Fan Cooling Coil 1200 efrn 79.8162.7 of Air Ducts -( 103.00 of ROOMS 70.0oF Supply Air Ducts 56.8t54.2OF 40.45/4 R.H. r11J1 11Yis 78.0 / 62.0 of tt+ . 27V`> Exp, t?-ICI -u7 - , OF C cc"004 W Z Date / /2005 Scale Drawn Job # M 05 ( -�_ Sheet CF-1 R,MF-1 R & MANDATORY REQUIREMENTS Of Sheets