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HomeMy WebLinkAbout10148886.pdfNO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2 ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SiTE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK„ INCLUDING THAT OF ALL SUB —TRADES. 6, GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. . ALL WORK PERFORMED SHALL CONFORM Way"H THE REQUIREMENTS OF THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND/OR LOCAL BUILDING ORDINANCES. ALL SUB —CONTRACTORS 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. 9 THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDIINGLY. hOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECTS PLANS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE.` 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB— CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHiTECT/ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTiON PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN !QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ! 5. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWINGS HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES FRAMING LUMBM: 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS MICH WiLL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM STUDS: 2" THICK, 4" WiDE (STUD HT.-8'-1" MAX.) NO. 2 OR BETTER 2' THICK, 4" TO 8' WIDE NO. 1 STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4" WIDE NO. 1 STRUCTURAL JOISTS AND PLANKS: 2" TO " THICK, 6" AND WIDER NO, 1 4 BEAMS AND STRINGERS: NO. 1 5" AND THICKER, 6" AND WIDER POSTS AND TIMBERS: NO. 1 5' X 5" AND LARGER 3. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS 1-95. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1/2" STRUCTURAL 1, P.I. 32/16, UNLESS OTHERWISE NOTED. FLOOR SHEATHING SHALL BE 3/4" STURD—I—FLOG, P.I. 40/20, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF AND FLOOR SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING. INSTALL WITH FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED ON PLANS. 4. ALL OPENINGS THROUGH ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 5. FRAMING HARDWARE SHALL BE SIMPSON "STRONG—TiE" CONNECTORS OR EQUAL ALL SUBSTITUTES SHALL BEAR i.C.B.O. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH *SiMPSON* METAL HANGERS AS FOLLOWS: 2 X 4, 6, & 8 MEMBERS 'U" SERIES 2 X 10, 12, 14, & 16 MEMBERS "HUS" SERIES 4 X & LARGER "HUS" SERIES 6. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION JOIST TO SILL OR GIRDER, TOE NAIL 3 — 8d BRIDGING TO JOIST, TOE NAIL, EACH END 2 — 8d 1 X 6 SUB —FLOOR OR LESS TO EACH JOiST, FACE NAIL 2 — 8d WIDER THAN 1 X 6 SUB —FLOOR TO EACH JOIST, FACE NAIL 3 — 8d 2 SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 — 16d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d 0 16" o.c. T BRACED WALL PANELS — SOLE PLATE TO JOIST OR BLOCKING, A 3 16d PER 16 TOP PLATE TO STUD, END NAIL 2 — 16d STUD TO SOLE PLATE 4 — 8d, TOENAIL OR 2 — 16d, END NAIL DOUBLE STUD, FACE NAiL 16d 0 24" o.c. DOUBLE TOP PLATES, FACE NAIL 16d 0 16" o.c. DOUBLE TOP PLATES, LAP SPLICE 8 — 16d BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3 — 8d RIM JOIST TO TOP PLATE, TOENAIL 8d 0 6" o.c. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2 — 16d CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d o 16' oa EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3 — 8d CONT. HEADER TO STUD, TOE NAIL 4 — 8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 —16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 — 16d RAFTER TO PLATE, TOE NAIL 3 — 8d 1 X BRACE TO EACH STUD AND PLATE 2 — 8d 1 X 8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 — 8d WADER THAN 1 X 8 BOARD TO EACH BEARING, FACE NAIL 3 — 8d BUILT—UP CORNER STUDS 16d 0 24" o.c. 3- BUILT—UP GIRDER AND BEAMS 2Od O Sr ac. AT TOP B. APPROVED AND ACCEPTED WiTH A STAMP FRO,Nt C IE`#(E TER iL `Ct11VTRACTOR AND BGTL STAGGERED AS CONFORMING TO THE CONSTRUCTION 'DOCUMENTS. , 4 2-20d AT ENDS & AT EACH SPLICE $' 2" PLANKS 2 — 16d AT EACH BEARING ' WAtO(?n CTP' Sf Tt at? ^.4, PANELS ANT' PARTICLEBOARD. 5L'BFLOOR AND W<' LL SHEATHING: 1/2" AND LESS 6d _ 19/3V -- 3/4' 8d OR 6d 7/"8 1"1-1/4" Qd OR 8d A1313REVIATIQNS, APA AMERICAN PLYWOOD ASSOCIATION MAIL MATERIAL ADDITIONAL NAILING NOTES: A.B ANCHOR BOLT MAX MAXIMUM A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON ABV ABOVE MECH MECHANICAL DRAWINGS. A/C AIR CONDITIONING MET METAL B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE A.0 ASPHALTIC CONCRETE MFR MANUFACTURER —NOTED ON DRAWINGS: ALT ALTERNATE MiN MINIMUM BOUNDARY NAILING — 4' D.C. & AND EDGE NAILING — 6" o.c. A.i.S.C. AMERICAN INSTITUTE N.I.C. NOTIN CONTRACT FIELD NAILING — 12" o.c. (10' o.c. AT FLOORS) OF STEEL CONSTRUCTION N.T.S. NOT TO SCALE C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED, A.S.T.M. AMERiCAN STANDARDS & N.C. NO CAMBER TESTING MATERIALS N.G. NATURAL GRADE 7. ALL BOLTS THROUGH WOOD SHALL HAVE STANDARD STEEL PLATE A.I.T.C. AMERICAN INSTITUTE OF WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES TIMBER CONSTRUCTION O.C. ON CENTER SHALL BE NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER, UNLESS ® AT OPNG OPENING OTHERWISE NOTED. B.B. BOTTOM OF BEAM P.I. PANEL INDEX 8. BRIDGING OF JOISTS OR RAFTERS: PROVIDE BRIDGING AT 10' — 0' BLK BLOCK P.L. PROPERTY LINE o.c., FOR ROOF RAFTERS AND 8' — 0" FOR FLOOR JOISTS. PROVIDE BLKG BLOCKING PL PROPERTY LINE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS. BM BEAM PLAS PLASTER B.N. RY NAILING PLWD PLYWOOD 9. DIAPHRAGM NAILING NOTE: FRAMING AT ADJOINING PANEL EDGES BOUNDARY SHALL BE 3 INCH NOMINAL OR WIDER AND NAILS SHALL BE C CAMBER RFT RAFTER STAGGERED WHERE 8d NAILS ARE SPACED 2-1/2" o.c. OR LESS, 10d CENTER LINE RFTR RAFTER NAILS ARE SPACED 3" o,c. OR LESS AND HAVE PENETRATION INTO 9C• CENTER TO CENTER R.R. ROOF RAFTER FRAMING OF MORE THAN 1-5/8". CLG CEILING R.C. REVERSE CAMBER C.J. CEILING JOIST REINF REINFORCING 10. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH MINIMUM CONC CONCRETE R.O. ROUGH OPENING %`0 X 10" LQNG�, } BOLTS AT 4'-0" o.c. U.O.N. PLATE CONT CONTINUOUS RWD REDWOOD WASHERS` �. M, INIMUM OFF!; 2 X 2n X %s THICK SHALL BE USED CONTR CONTRACTOR AT EACH SHTG SHEATHING D OR d NAIL PENNY SQ SQUARE 11. ALL GLUE,. LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN DBL DOUBLE STD STANDARD ACCORDANCE WITH A.i.T C A SPECIFICATIONS. ADHESIVES SHALL BE WATER DET DETAIL SPECS SPECIFICATIONS RESISTANT INTERiOR:�IV.0 SPECIFlCATiON COMBINATION (SEE BELOW) DF DOUGLAS FIR S.S. SELECT STRUCTURAL INDUSTRIAL APPEARAI 47 -ADE. A.I.T.C. INSPECTION CERTIFICATES MALL DFPT DOUGLAS FIR PRESSURE T.B. TOP OF BEAM BE FURNISHED '"' EqG AM, SUBMIT SHOP DRAWINGS TO THIS TREATED REEu I~ TO FABRICATION. DIA DIAMETER T.C. TOP OF CONCRETE ENGINEER FOR ,f{Q DIM DIMENSION T&G TONGUE & GROOVE SiMP S 24F — V4 T.L. TOP OF LEDGER' CAi�11L�VERED BEAMS 24F — V8 E.F. EACH FACE T.S. TOP OF SHEATHING ELEV ELEVATION T.W. TOP OF WALL W ,C EQ EQUAL TYP TYPICALt� EQUIP EQUIPMENT E.N. U.B.C. UNIFORM BUILDING k asea EDGE NAIL E.W. EACH WAY CODEU.N.O. UNLESS NOTED EXIST EXISTING OTHERWISE EXT EXTERIOR t FAB.BM VERT VERTICAL F.F. FABRICATED BEAM FIN FINISH FLOOR W.C.L.A. WEST COAST LUMBER FINISHFLR ASSOCIATION 0 B. FLOOR _ FACE OF BLOCK WD F.O.S. FACE OF STUD WOOD FT.{') FOOT WND WINDOW FTG FOOTING W/ WITHF.G. FINISH GRADE W.W.F. WELDED WIRE FABRIC GA GAUGE GALV GALVANIZED GEN GENERAL G.L. GLUE LAMINATED G.L.B. GLUE LAMINATED BEAM HDR HEADER HORIZ HORIZONTAL i. C, B.O. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INT INTERIOR IN.(') INCH JST JOISTS ADDITIONAL NOTES 1. THE SCOPE OF THE BUILDING INVES11GA71ON WAS LIMITED TO THE FIRE DAMAGE OF THE STRUCTURE. THE SCOPE DiD NOT INCLUDE EVALUATIONS REGARDING STRUCTURAL PEST INFESTATION, WATER DAMAGE, HAZARDOUS MATERIALS, PRE—EXISTING STRUCTURAL DEFICIENCIES, STRUCTURAL EARTHQUAKE RESISTANCE, OR CONFORMANCE WITH BUILDING CODES. 2. IT IS THE RESPONSIBILITY OF THE FRAMING CONTRACTOR, HIS AGENT OR THE GENERAL CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS, FIELD CONDITIONS, THE LENGTHS OF ALL SPANS FOR BEAMS, PURUNS, FRAMING ROOF AND CEILING AND ANY FLOOR MEMBERS THAT MAY BE INVOLVED IN THIS PROJECT, THE HEIGHT OF ANY MEMBER THAT IS USED IN FORMING THE DRAINAGE PATTERN AND ALL CONDITIONS THAT PERTAIN TO ANY MEMBERS, NEW OR EXISTING, HE SHALL VERIFY THE NEW AND EXISTING CONDITIONS AGAINST THE DRAWINGS PRIOR TO THE ORDERING OF ANY MATERIALS. NOTIFY HANSEN—HOKAMA, STRUCTURAL ENGINEER, AND THE ENGINEER OF RECORD IMMEDIATELY IF THERE ARE ANY CONDITIONS THAT DO NOT MATCH THE DRAWINGS AND STOP ALL WORK IMMEDIATELY, 3. ,} 'ALL NEW PLUMBING WALLS SHALL HAVE A MINIMUM 2 X 6 STUDS FOR THE WET WALL OR UTILIZE THE SPACE iN EXISTING WALL CONDITIONS. 4. IF ANY EXISTING STUCCO IS FOUND BY THE CONTRACTOR IN THE FIELD AFTER PERMITTING TO HAVE LOST ITS BOND TO THE FRAMING, OR IS BOWED AWAY FROM THE FRAMING, OR IN GENERAL IS LOOSE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD iN WRITING AND THE INSURANCE COMPANY IMMEDIATELY FOR INSTRUCTIONS FOR THE REPAIR OF THE STUCCO. THiS SHALL BE TYPICAL FOR ALL STUCCO AND PLASTER WALLS, SOFFITS, RETURNS AND ANY OTHER CONDITION THAT MAY AND DOES EXIST. iF THE CONTRACTOR FINDS MORE DAMAGE IN THE FIELD TO STUCCO AT THE POINT OF REPAIR OF ANY CRACK OR THE STUCCO AFFECTED SHALL BE IDENTIFIED IN WRITING TO THE ENGINEER OF RECORD IMMEDIATELY FOR INSTRUCTIONS FOR REPAIR OF THE STUCCO. 5. ALL PORTLAND CEMENT EXTERIOR STUCCO AND INTERIOR PLASTER SHALL BE 7/8 INCH THICK OVER WOVEN OR WELDED WIRE LATH (UNBLOCKED) WITH 11 GAUGE X 1/2 INCH LONG, 7/16 INCH DIAMETER HEAD NAILS OR 16 GAUGE STAPLES HAVING 7/8 INCH LONG LEGS PLACED AT 6 INCHES ON CENTER OVER 15# ORGANIC FELT ATTACHED DIRECTLY TO THE FRAMING SYSTEM. TWO LAYERS OF 15# ORGANIC FELT SHALL BE INSTALLED IF THE APPLICATION iS OVER PLYWOOD SHEATHING. STUCCO SHALL HAVE CORROSION —RESISTANT WIRE MESH WEEP SCREEDS A MINIMUM OF 6 INCHES ABOVE GRADE AT THE BOTTOM OF WALLS AND SHALL BE VERIFIED AT ANY AREA THAT CREATES AN ENCLOSED AREA OR SOFFIT AREA. IF EXPANSION JOINTS ARE EXISTING, THE CONTRACTOR SHALL MATCH THE EXPANSION JOINTS AT THE AREA OF NEW WORK. VERIFY WITH THE DRAWINGS IF ANY OTHER EXPANSION JOINTS ARE REQUIRED. 6. ALL SMOKE AND WATER DAMAGED GYPSUM BOARD SHALL BE REMOVED AND REPLACED WITH NEW 7a INCH TYPE—X GYPSUM BOARD, TAPED, SEALED AND FINISHED TO MATCH EXISTING. USE % INCH TYPE—X FIRE RATED GYPSUM BOARD INSIDE OF THE GARAGE WALLS AND CEILINGS WHERE ADJACENT TO THE HOUSE. 7. THE CONTRACTOR SHALL INSPECT AND INSURE THAT ALL THE REPAIRS/BUILDING ARE MADE TO THOSE AREAS NOTED ON THE DRAWINGS AND SPECIFICATIONS. ANY ADDITIONAL DAMAGE CAUSED BY THE CONTRACTOR PROVIDING THE REPAiRS/BUILDiNG SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER OF RECORD iN WRITING AND SHALL BE REPAIRED BY THE CONTRACTOR. 8. REPLACE ALL DAMAGED INSULATION WITH R-13 INSULATION iN THE WALLS AND WHERE DAMAGE EXISTS TO THE INSULATION. THE CONTRACTOR SHALL MATCH THE EXISTING INSULATION R—VALUES AND SOUND RATING USING RESILIENT CLIPS TO MATCH EXISTING IF THEY ARE PRESENT IN THE EXISTING CONSTRUCTION. ALL DAMAGED UNDER FLOOR INSULATION AND ATTIC INSULATION SHALL BE REPLACED WITH R-19 UNDER FLOOR AND R-30 iN ATTICS, IF THiS PROJECT IS IN AN AREA WHERE THERE IS SNOW THAN THE INSULATION REQUIREMENTS ARE DIFFERENT THAN THOSE STATED. ALSO SEE THE TITLE-24 ENERGY CALCULATIONS FOR ADDITIONAL REQUIRED INFORMATION IF THE ENERGY CALCULATIONS ARE REQUIRED. 9. THE AFFECTED UNITS SHALL NOT BE OCCUPIED DURING FIRE REPAIR WORK, RETROFIT WORK, RE —MODEL WORK OR ANY OTHER WORK TO THE STRUCTURE SINCE THE BUILDING STRENGTH IS SUBSTANTIALLY WEAKENED AT ANY POINT DURING THE REPAIRS NOTED, THE REQUIRED EXITS MAY OR SHALL BE BLOCKED AND THE REQUIRED SAFETY DEVICES SUCH AS SPRINKLERS, STANDPIPES, ALARM SYSTEMS ARE NOT OPERATIONAL, AND ANY OTHER SAFETY ITEMS NOT MENTIONED ARE POSSIBLY NOT IN OPERATION DURING THE RE —MODEL OR REPAIR PHASE OF THE CONSTRUCTION. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE CONTRACTOR AND OWNER PRIOR TO OCCUPYING THIS BUILDING. 10. NO CONSTRUCTION SUPERVISION IS INCLUDED IN THE WORK BEING PERFORMED AND IS NOT PART OF THE CONTRACT OR SERVICES THAT ARE BEING PROVIDED, IF SITE CONSULTATION IS REQUIRED, A FEE SHALL BE CHARGED FOR THAT CONSULTATION. 11. ALL EPDXY INJECTION OR USE OF EPDXY SHALL FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER WITHOUT ANY DEVIATIONS AND FOLLOWING ALL THE RECOMMENDATIONS FOR INSTALLATIONS AND STRICTLY MAINTAINING , p! 7 Y C'ONTRO}. OF THE INSTALLAMON OF THE PRODUCTS. ANY USE OF PRODUCTS NOT SPECIFIED BY THESE DRAWINGS AND NOTES SHALL BE APPROVED IN WRITING BY THE ENGINEER OF RECORD AND APPROVED BY THE PLAN CHECKER FOR THE CITY OF RECORD PRIOR TO ANY INSTALLATION FOR THIS PROJECT. 12. NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, VENTS, DUCTS AND OR OTHER SIMILAR OPENINGS OR OTHER ITEMS SUCH AS STRUCTURAL CONNECTORS AT ANY TIME WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD, 13. PROVIDE AND MAINTAIN SANITARY TOILET FACILITIES PRIOR TO AND DURING THE CONSTRUCTION AS REQUIRED BY THE CITY OR COUNTY OF RECORD. E 14,A PROTECTION FENCE OR PEDESTRIAN PROTECTION FENCE OR COVER, IF REQUIRED BY THE CITY OR COUNTY OF RECORD, SHALL BE CONSTRUCTED AND MAINTAINED CONFORMING TO THE BUILDING DEPARTMENT REQUIREMENT'S AND iS THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TO CONSTRUCT AND TO VERIFY IF THE CITY SHALL REQUIRE THE FENCE INCLUDING ANY FEES NECESSARY FOR THE PERMITTING OF SAME, 15. THE CONTRACTOR SHALL DETERMINE IF HE/SHE SHOULD DISCONNECT ANY AND/OR ALL EXISTING UTILITIES ON THE SiTE UNLESS THE OWNER SIGNS A WRITTEN AUTHORIZATION TO LEAVE SAID UTILITY LINES. 16. IF REQUIRED FOR THIS PROJECT, THE OWNER OR CONTRACTOR OR SUB —CONTRACTOR SHALL SUBMIT MECHANICAL, PLUMBING, AND ELECTRICAL PLANS AND CALCULATIONS AS REQUIRED BY THE CITY OR COUNTY OF RECORD BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATIONS. ALL MECHANICAL., PLUMBING, AND ELECTRICAL OR ANY OTHER SPECIAL ENGINEERING, INCLUDING ANY CALCULATIONS OR DRAWINGS, AND SUBMITTED TO THE CITY OR COUNTY OF RECORD FOR PLAN CHECKING AND PERMITS SHALL BE PREPARED AND PULLED BY THE OWNER, THE CONTRACTOR, OR SUB —CONTRACTOR. THESE NOTED FEES ARE NOT PART OF THE REPAIRS/BUILDING FEES BEING PERFORMED HANSEN—HOKAMA, STRUCTURAL ENGINEER. ALL PLAN CHECK, GOVERNMENTAL FEES OR ANY OTHER FEES THAT SHALL BE IMPOSED AS A RESULT OF REPAIR/BUILDING WORK FOR ANY ITEM OR THOSE ITEMS INDICATED ON THE DRAWING SHALL BE PAiD BY THE INSURANCE CARRIER/OWNER OR CONTRACTOR BASED ON THE INSURANCE POLICY INCLUDING THE PERMIT FEES OR THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR. 17. PROVIDE GFI PROTECTION TO ALL 120 VOLT, 15, AND 20 AMP RECEPTACLES INSTALLED iN BATHROOMS, AT COUNTERTOP SURFACES WITHIN 6 FEET OF KiTCHEN SiNK, OR ANY OTHER REQUIRED AREAS AND IN GARAGES iF INCLUDED iN THiS WORK, 18. PROVIDE 70 INCH HIGH NON —ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER —RESISTANT MATERIALS FOR SHOWER ENCLOSURE. 19. ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCH X 30 INCH. A 30 INCH CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED ABOVE THE ACCESS OPENING. SEE PLANS FOR LOCATION. 20. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL THE FLOOR COVERINGS, GLAZING, CABINETRY, PAINTING WALL AND CEILING COVERAGE, WOOD TRIM AND WOOD FLOORING, DOORS, WINDOWS, DOOR AND WINDOW HARDWARE, RE —ALIGN ALL DOOR AND WINDOW OPENINGS, GYPSUM BOARD OR INTERIOR PLASTER, INSULATION, ELECTRICAL, HEATING AND VENTILATION EQUIPMENT, MECHANICAL, PLUMBING, BATH TUBS, SHOWERS, TOILETS, ROOFING, FIREPLACES, RECESSED LIGHTING AND/OR ANY OTHER ITEMS THAT ARE NOT NOTED IN THESE PLANS OR SHOWN ON THE DRAWINGS THAT HAVE BEEN AGREED TO THROUGH THE SCOPE OF WORK NECESSARY AND APPROVED BY THE INSURANCE CARRIER, THE OWNER OR THE ATTORNEYS REPRESENTING THE INDIVIDUAL OWNER AND/OR HiS/HER AGENT. ALL THE WORK AND SCOPE OF REPAIRS FOR NEW CONSTRUCTION AND REPAIR CONSTRUCTION THAT IS NON—STRUCTURAL IS BETWEEN THE OWNER, THE ATTORNEYS REPRESENTING THE INDIVIDUAL OWNER AND/OR HIS/HER AGENT, THE CONTRACTOR AND THE INSURANCE COMPANY AND IS NOT A PART OF THE WORK TO BE PERFORMED BY HANSEN—HOKAMA, STRUCTURAL ENGINEER , DOING THIS REPAIR. ANY ITEMS THAT ARE NOT STRUCTURAL THAT ARE SHOWN, IS ONLY SHOWN ON THE DRAWINGS AS A PROCEDURE FOR THE CONTRACTOR TO BID THE PROJECT AND FOR THE CITY TO PLAN CHECK THIS PROJECT. SANTA ANA POLICE DEPARTMENT RESIDENTIAL SECURITY REQUIREMENTS 1. Exterior swinging door must be solid core, 1-314" thick or with panels 9/16" thick. (8-210,A) 2. Doors leading from a garage into a dwelling unit must be sold core, 1-3/8" thick. (8-210,B) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8- 210,C) — specify make and model number. 4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of exterior double doors. (8-210,E) 5. Glazing in exterior doors or within 40" of the latch must be tempered or burglary resistant. (8-210,F) 6. Hinges for out -swinging doors must have non -removable pins. (8-210,G) 7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-210,H) 8. Front exterior doors to be equipped with 180' door viewers or clear vision panels. (8-210,1) 9. Each structure must have a street address or other identification, which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1) 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2) 11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level. (8-210,L) 12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25-foot candle of light. (8-210,M) 13. Parking lots and parking structures of multiple dwelling complexes must be provided with one -foot candle of light. (8-210,N) 14, Required exterior light fixtures must be vandal resistant type. 15, Wooden garage doors must have panels 5/16" in thickness, (8-208-A1) 16. Garage doors more than 16-feet in width must have two locking points. (8-208,C) 17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts, (8-208,D) 18. The slide bolt must be 3/8" in diameter. (8-208,D) 19. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make and model number. (8-209,A) 20. Louvered windows may not be used within 12' vertically or 6' horizontally from any walkable surface. 21. All skylights shall be provided with rated burglary resistant glazing. (8-210) t N. 1 .w um� i Grinding : ein.a t k' OJ �w«; C9 O' 3 1 ik 711 Fp= YPE: LD ELECT CONSTR. -r, P' 1DF , r � M ��jP"� � a YE, g4,... .�� axAsneuuw-... saamme ,< L RU .°RAa � ? �n iy "q � � � FOR ;�'r�y, ��*a $aa t fit;: n. „yt;'y� ,!{ ` �'i w.T �.»c s,:a'd � E .ia ! ��.,Y � Y;n " •"e3 � i,+ �. UC �' c IN SE cal t_£ f }'?z., c,>4'` , ", g s a eia'.-., ._ ... �t r .:i=t,Y `4§a aa°s Qa s,., g h¢�} the L. )� ,dam v"zlla&a?3;S € �Sc,nN�2$ c��° �a��'a�N�$� �6'4�''s o wiiis, plian aria ped;f1calflons SliALI, O 4 T$E� i } q k �u$., aso: aAs l'sg 2.,a5. Acmptawl By, W. N U B L E i A M L E SEE ENLARGED PLANS ON SHEETS S2, S3 AND S4 1� M1(awa H i St~QPE QF REPAIRS: REPLACE FIRE DAMAGED PORTION OF ROOF ABOVE APARTMENT UNIT D AND REINFORCE FLOOR JOiST ABOVE GARAGE UNITS TO MATCH S EXSST NG PER THESE PLANS AND DETAILS. 7 3jo 4 A t � 4 . IN E in FIRE REPAIR NOTES: 1, REINFORCE OR REPLACE STRUCTURAL FRAMING MEMBERS CHARRED MORE THAN V ON ONE SIDE OR }W ON TWO SIDES, TYP. U.O.N. 2. COSMETIC REPAIRS: REPLACE ALL FIRE DAMAGED DOORS, WINDOWS, ETC., WITH AN EQUIVALENT GRADE AND QUALITY OF MATERIAL. 3. REMOVE AND REPLACE ALL FIRE, SMOKE AND WATER DAMAGED GYP. BOARD WALL AND CEILING FINISHES AS NEEDED. REPLACE NTH MIN. %" GYP. BOARD, TYPICAL UNLESS OTHERWISE NOTED. 4. NOTIFY HANSEN—HOKAMA STRUCTURAL ENGINEERS FOR ADDITIONAL RECOMMENDATIONS IF ADDITIONAL DAMAGE IS ENCOUNTERED, OR IF CONDITIONS ARE DIFFERENT THAN ASSUMED, AFTER THE REMOVAL OF THE WALL AND CEILING FINISHES. 5, ALL WORK SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 1997 UNIFORM BUILDING CODE, 2001 CALIFORNIA MECHANICAL CODE, 2001 CALIFORNIA PLUMBING CODE AND THE 2001 CALIFORNIA ELECTRIC CODE. NEW STUCCO NOTE: • NEW STUCCO SHALL BE 7/8" THICK STUCCO OVER PAPER BACKED LATH WITH 16 GAUGE STAPLES AT 6" o.c. TO ALL POINTS OF BEARING. W 0 C i o JA: w W a CY w a Y W w Z 4 o_ r- �— CIO 7­a 3 O ES ' AlV t" rM Exp.3-31-Gi7m vCT�1R�' )QT , i• • 1 r JOB N0. 05-53 DATE 03-29-05 S BY L.D. SHEET S 1 OF 7 1 I 9 A' n1l 26'-4 n I I SCALE: 1/4- = 1'-0" EXISTING CONSTRUCTION MAY UL BATTERY OPERATED). W STR. I PLYWOOD WITH 8d 0 4, 12 LEQEtID (E) EXISTING (N) NEW EXISTING STUD WALL NEW STUD WALL (MIN. D.F#1 2 X 4 AT 16"o/c) REINFORCE (E) STUD WALL — NAIL (N) 2 X 4 STUDS TO (E) STUDS W/ 16d AT 6"o/c DIRECTION OF SPAN (N) OR (E) HEADER EXTENT OF NEW .............. PLYWOOD FLOOR SHEATHING <8> STR. I PLYWOOD WITH 8d 0 4, 12 NEW FLOOR SHEATHING; MIN. 5/8- STURD-1—FLOOR PLYWOOD, P.I. 40/20 NAIL w/ 10d AT 6" o.c. BOUNDARY 6" o.c. EDGES 10" o.c. FIELD BLOCK ALL PLYWOOD EDGES W/ FLAT 2 X 4 SEE (p FOR PLYWOOD LAYOUT DIAGRAM SIMPSON ST6224 AT TOP PLATE SPLICE (SEE (b ) I 0 (N) DBL DFSS 2 X 12 ............. UNDER ROOF HIP .* ........... ........ ....... ....... SUPPORT AT WALL ABOVE .................... 0 fi........ .... ....... ....... ............ ......... ........ .... /AF ......... . V5 F- v— x c*4 C14 REINFORCE w (4) JOISTS- Cx14 "(SEE REINFORCE (2) JOISTS (SEE ..... ....... 4) REINFORCE ... ..... REPLACEPLYWOOD (1) JOIST SHTG. & L.W. CONC. PER (SEE) ..... ....... (N 4 X 4 POST (N(3) .F.l ()#4HDR.(E) 4x14 HDR (E) 4xl4 HDR W/ 2x4 TOP PLATES W/ (3) 2x4 TOP PLATES H U57 NORTH •ffimmil-poTolzma go; mo in z ui w 76 12 OD co 0 0 o ESSi OP S.E. 3027 m m %- EWXP. 3-31 mum I- cr- 0 0 z 0 0 LLI V) z < z W z 0 CL Q 0 0 M 0 < Z !Z < 0 Lf 4 0 JOB NO. 05-53A DATE 03-29-05 I BY L.D. SHEET S2 OF 7 14'-0" 26'-4" SCALE: 1 /4" = 1'-- 0 WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIAL OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ.IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE. (807.13, 2406, 2407, AND PC412.0) i ALL INTERIOR WALLS AND CEILING FINISHES SHALL BE MINIMUM V TYPE 'X' DRYWALL EXCEPT IN THE GARAGE AND THE COMMON WALL WHICH SHALL RECEIVE %" TYPE 'X' DRYWALL. DOOR SCHEDULE NO. SIZE THK. TYPE CONSTR. FRAME L1 2'-0" X 6'-8" 1-3/8" WOOD HOLLOW CORE WOOD 2'-6" X 6'-8" 1-3/8" WOOD HOLLOW CORE WOOD 3'-0" X 6'-8" 1-3/4" WOOD SOLID CORE WOOD 8'-0" X 6'-8" SLIDING DOOR ALUM. TEMP. GLASS NOiE: DOORS NOT MARKED ARE EXISTING AND UNDAMAGED AND SHALL REMAIN. 7 w W tY. a W X Y 0 W U z a r ME WINDOW SCHEDULE NO. SIZE TYPE MAT'L (D 4'-0" X 4'-0" SLIDING ALUM. �+ 6'--0" X 4'-0" SLIDING ALUM. ' W 6'-0" X 3'--6" SLIDING ALUM. 0 Z NO • z WINDOWS NOT MARKED ARE EXISTING Z AND UNDAMAGED AND SHALL REMAIN. w I� "-�-+ aD INSULATION ftEQ!jjEEMENM E--4 1. ATTIC R-30 2. WALLS R-13' 3. FLOOR R-19 I ii I`ll .RmSQE TS (E) EXISTING (N) NEW EXISTING STUD WALL NEW STUD WALL (MIN. D.F.#1 2 X 4 AT 16"o/c) DIREC11ON OF •. \ l -- - -- (N) OR (E) HEADER SMOKE DETECTORS PER U.B.C. 310.9.1 (NOTE: SMOKE DETECTORS IN EXISTING CONSTRUCTION MAY BE BATTERY OPERATED). Q MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR 22" X 30" AT11C ACCESS TH ,�" 'i i �z S,1E.3823 cn r � DVS E 31-Qi xl .A C to m M a i; 0 0 co US i` to cq m v 0 as N Z <C n 0 V Z �-.-- w 0 J H <c F" 0 CL' < Z << Of J Q C- 0 ' �» C)~ 0 � W U 0 Z < t� p � <t W t-- W V) Cl- ft-� �' It Z JOB NO. 05-53A DATE 03-29-05 BY L.D. SHEET S3 OF 7 mw NEW ROOF SHEATHING: MIN. 1/2" CDX PLYWOOD, P.I. 32/16 NAIL W/ 8d 0 4"O.0 BOUNDARY 6"O.0 EDGES 12*0.C. FIELD SEE � FOR PLYWOOD LAYOUT DIAGRAM NEW EQQFING: SLOPING ROOF CLASS "A" ASPHALT SHINGLE ROOFING TO MATCH EXISTING FLAT ROOF GRAVEL OVER BUILT—UP HOT MOPPED ROOFING TO MATCH EXISTING LEGEND (E) EXISTING (N) NEW EXISTING STUD WALL NEW STUD WALL NEW TOP PLATES DIRECTION OF SPAN (N) OR (E) HEADER EXTENT OF NEW PLYWOOD SHEATHING PROVIDE 14" X 14" GALVANIZED SCREENED Y40 MESH LOUVER VENTS (5—TOTAL) i tjoJE: 1. PLACE FACE GRAIN OF PLYWOOD PERPENDICULAR TO FRAMING UNLESS NOTED OTHERWISE. 2. NAIL EDGE DISTANCE SHALL BE MIN. 3/8- FROM EDGE OF PLWYOOD AND 2 X FRAMING MEMBER, (3/4" AT 3 X OR 4 X FRAMING MEMBER.) 3. PROVIDE BOUNDARY NAILING (B.N.) AT DIAPHRAGM BOUNDARIES, CHORDS, DRAG TIES, OVER SHEAR WALLS AND WHERE SPECIFIED. 4- WERE JOIST LAP/SPLICE OCCURS AND PLYWOOD JOINT IS OFFSET, ADD 2 X 4 OR 3 X 4 NAILER AS SHOWN: 12" MIN. BLOCKED 24" MIN. UNBLOCKED BOUNDARY NAILING (B.N.) Z FRAMING PER PLANS 2 X , LOI mm im(. I I 2 X 4 PURLIN BRACE 0 4'-0" o.c. SIMPSON A34 2 X BRACE TO TOP PLATE r- &# AT 12" o/c FIELD NAILING (TYP.) TYP. EDGE NAILIING (E.N.) BOUNDARY NAIL AROUND ALL OPENINGS TYP. 2 X 4 FLAT EDGE BLOCKING WHEN SPECIFIED ON PLAN w w z a. co 0 as 0 us OD THING E-4 0 C13 S.E. rn w At cr. Z P. 3-31-07 CD nX 4 PURLIN BRACE 2 X BLKG. BEYOND (STAGGERED 0 4*-0" O.C. FROM OPPOSITE SIDE) z (E) STUD WALL ,01 (N) CEILING JOISTS TYP. c I— < < 0 (Y w = < CL JOB NO. 05-53A DATE 03-29-05 BY L.D. SHEET S4 OF 7 04 A41 (N) PLYWOOD SHTG. D S6 1 (N) PLYWOOD SHTG. (N) RAFTERS 0A(N) RAFTERS I (N) PLYWOOD SHTG. N 0 1 1 1 0 bill N) DBL. (N) PLYWOOD SHTG. (N) RAFTERS 1 (N) PLYWOOD SHTG. 2 X 8 VALLEY (N) RAFTER (N) RAFTERS (N) RAFTERS 12 (N) PLYWOOD 12 (N) PURLIN BRACE (N) PURLIN BRACE 5 MATCH EXIST. SHEATHING — — — — — — — — — — — — — — — — — 5 MATCH EXIST. SEE /-�BC SIM. SEE a_ _AIM BRACE TO (N) FLUSH (N) DF#1 4xl 4 FLUSH BEAM (N) DF#1 4x14 FLUSH BEAM BEAM BEYOND BEYOND (N) PURLIN BRACE (E) BM. (E) C.J. (N) C. J. (E) C.J. K K SEE SIM. (E) C.J. K K REPLACE (E) WALL DAMAGED (E) WALL FLR. SH TG. (E) L.W. CONC. (E) GUARD RAIL (E) GUARD RAIL— (E) DECK 2 X 12 BLOCK AT MIDSPAN 141NC ------- -- -- lid ll��_ f) (E) HDR. REINF. (2) F.J. REINF. (1) F.J. REINF. (4) F.J. (E) F.J. PER PERW PER W (E) F.J. REINFORCE f L AS SHOWN ON S6 (E) WALL FIRST FLR. PLAN (E) F.J. 2x12 0 16"O.C. (E) F.J. 2x12 0 12 O.C. PER DET. (E) WALL (E) WALL (N) WALL (N) WALL I (N) WALL (E) WALL In. _Tl _,TH 1;5�� L lf-,ti� m , T i!M� �ITX tc (E) FDN. PIM010 ff-Sw (E) FDN. M S6 Typ. IAOTE: PROVIDE 5/8- TYPE -X- DRYWALL TO INTERIOR FACE OF WALLS & CEILING IN GARAGE. SECTION (N) 5/8- TYPE "X" DRYWALL OVER 38" (E) STUD WALL PL/YWOSTRUCT. I OD W/ 8d 0 4, 12 E.N. WASHER PL DRILL 3/4"0 x 6" DEEP 3/16x2x2 HOLES & INSTALL 5/8.0 RODS 0 32"O.C. Wi/ TITH E),) SIMP. SET ADSIVE PER ICBO NO. 5279 4 4 I F (E) FTG. (E) GARAGE SLAB © cis � DETAIL V' STR. I PLYWOOD WITH 8d 0 4, 12 1/" IF I SECTION (N) PLYWOOD SHTG. (E) L.W. CONC (N) 1 1/2- L.W. CONC TO MATCH EXISTING 8d 0 4"O.C. _1_ PLYWOOD P.I. 40/20 W/ (E) FLR. SHTG. (N) PLYWOOD FLR. SHTG. (N) 2x4 0 24"O.C. (MIN. 5/8- STRUCT - I FLOOR 2_16d (N) 2x RAFT. TO 10d 0 6% 10-) B.N. MATCH EXIST. — 1 Od 0 6"O.C. 2x FASCIA TO MATCH EXIST. (N) 2x BLKG. W/ SIMP. RBC 0 EA. BLK. (N) 2x BLKG (N) STUCCO 2x4 LEDGER W/ SEE FOR STUCCO 2-16d PER STUD SPLICE DETAIL PROVIDE 4" x 22" SCREENED VENT 0 10'-0m O.C. (E) STUD WALL (E) STUCCO (N) FLAT 2x4 BLK. REINF, ER JOIST P56 DETAIL DETAIL ol EXISTING 2 X 4 STUDS AT 16"o.c. 11/211 1 STUCCO SPLICE w w m W ol LAP EXISTING MESH AND 0 FELT PAPER 2" WITH NEW MESH AND PAPER AND V) NAIL WITH 11 GA. NAILS 0 6"o.c. TO NEW BLOCKING z ,X BLOCKING 0 C) C) 0 z W x LLj Y4 " I w LLI Ix Y 0 w X: Q z (L co co jam{ w Z vo t- z z Z �D E--i F-4 o s AZ( cipop;:;P ­ 1'>; ;owo70' S.E. 3027 0 ni EXP. 3-31-07 ItH 4Cfi r- �mlt7 I V) Ld Lli F- < 0 ry < U) O< 5 < z Or_ < 0 n o LL_ 0 Ljj ui < 71 < W LLJ c) < LL_ 0 ry 0 Z < § < w < n Lj 0 F- Z i­— V) ED cr_ , Itt < (1) ol JOB NO. 05-53A DATE 03-29-05 BY L.D. SHEET S5 OF 7 SECTION D Sim. N) PLYWOOD ( D (E) FLAT FLAT RAFTERS D g7 SHEATHING RAFTERS REINFORCE (E) 2 X 8 VALLEY (N) PLYWOOD SHTG. NAIL (N) D.F.#1 2 X 8 TO (E) 2 X 8-----, VALLEY W/ 16d AT 6-o/c (N) RAFTERS (E) SLOPINGQ�+ (E) VALLEY 5 MATCH EXIST. RAFTERS BRACE WWRI) (E) CLG. JSTSCEILINGV JOISTS (N) WALL (E) WALL K E) WALL S5 REPLACE DAMAGED SECTION OF PLYWOOD PER (N) STUD WALL 2" MAX. (E) WALL BLOCK) rr AT I D�2 S PlA IN (E) F.J. REINF. JOIST Am AS SHOWN ON PLAN PER PROVIDE TEMP. SHORING WALL PRIOR TO REMOVING & REPLACING DAMAGED HEADER SIMPSON 0 8"O.C. (N) D.F.#1 4 X 14 HEADER /r*\ L-Li-rt% SECT. X—X P" .14 (N) PLYWOOD SHTG. GALV. GRAVEL STOP TO MATCH EXIST. (N) STUCCO, PROVIDE 14-x14- GALV. SCREENED LOUVERED VENTS 0 10'-0"O.C. GALV. FLASHING TO MATCH EXIST. (N) 2x6 RAFT. 0 24"O.C. Mt- TOP PLATE SPLICE (N) SIMP. A35 0 EA. BLK. v c c v 41 41 (N) 2 X 12 BLOCK X AT MIn"C'ZIPAN 4x4 (N) D.F. SELECT STRUCTURAL 2x12 SCREWED TO (E) 2x12 W/ SIMP. SDS X x 3 SCREWS 0 8"O.C. STAGG. PROVIDE TEMP. SHORING WALL 2x4 0 16"O.C. PRIOR TO REMOVING & REPLACING JAL DAMAGED GARAGE HEADER 2" MAX. j (N) 2x6 0 24"O.C. (N) 2x8 RIDGE (STACKED W/ LTP4 0 24-O.C) STAGG. SLOPE 1/4"/FT.. SLOPE 1/4-/FT. (N) OR (E) WALL (E) 2x BLK. N) TOP PLATES 3) 2x4 (N) GARAGE HDR (N) 2x4 CRIPPLE STUDS 0 16"O.C. (N) STUCCO TO MATCH EXIST. 2-16d PER RAFT. TYP. (N) PLYWOOD SHTG. z 0 (N) 2x6 TIES 0 48-O.C. W/ ui 3-16d EA. END (N) 2x6 CONT. W/ 3-16d 0 EA. BRACE (N) 2x4 BRACE 0 48"O.C. W/ 3-16d EA. END SEE D 0 11/2 "I D I (E) L.W. CONC. (N) 5/8" DRYY TYPE "X" (N) TYPE (E) CONC (N) 2x12 BLK 0 24"0. C. (E) F. J. ALL SIMP.SDS SCREWS C TO BLOCK (N) 5/8" I TYP"X" E /8- DRYWALL PDX" (N) 2x4 S 0 16"O.C. 2x4 P,T.0 PLATE W� X—DNI 57 SLAB 0 16"O.C, CONC. SL 1/4"x6" � 24"O.0 )RYWALL ffllfl*j� .F. SILL ' HILT] P8 SHOT PINS TO (E) I\B k—AMENI11M 1 A' wb- rZA CD co CD 0 Gtr co c I > co r-- CD r- cQ 0 2 4k oa LLJ < < < z ry 0 u— uj < Ix Lli m 0 Z < • < LLJ z < JOB NO. 05-53A DATE 03-29-05 BY L.D. SHEET S6 OF 7 u� Q 1 o S (E) RAFTERS (N)RAFTERS o (N) RAFTER PLYWOOD SHEATHING 8d 0 4" o.c. 8d ® 4" o.c. 2 X SOLID BLOCKING ------------ ------ — — — -" — — — —_.^---1SIMPSON A35 SIMPSON A35 I 1 I I 'll AT 24" o.c. (E) RAFTER AT 24" o.c. 1 1 1 I 1 I (N) 2 X 4 CRIPPLE (N) 2 X 4 CRIPPLE I I I I STUDS 0 16" o.c. STUDS CAD 16" o.c. TYPE 'X' Wt TYPE *Xi 1 I 16d 0 6" O.C. DRYWALL 16d ® 6" o.c. DRYWALL 1 # I I (N) CEILING JOIST (N) OR (E) CEILING JOIST I 11 I w 1 1 j C _._..___� I C- ' CONT. 2 X OR 2 X BLOCK WITH SOLID BLOCK (E} CEILING JOIST (E) CEILING JOIST I I ( I SIMPSON A35 AT EACH BLOCK SIMPSON A35 AT EACH BLOCK (E) STUD WALL (E) STUD WALL L vi w TYPE 'X''° TYPE 'X' I __. ___-- ------ -._ I 1 DRYWALL DRYWALL NEW DRAFTSTOP BETWEEN UNITS D AND C DRAFTSTOP c ID 1 L- — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — HEADER 2 X TRIMMER AT OPENINGS UNDER 6'--a" DOUBLE 2 X TRIMMER AT OPENINGS 6'-0" WIDE AND WIDER it 1 NOTES 1 I I I ALL TRIMMERS SHALL BE FULL LENGTH 2 X 4. 1 USE SINGLE TRIMMER UP TO 4 X 8 HEADER. 1 CD CD to " MN. EDGE 0 2 X KING STUD AT" MN. EDGE DISTANCE TYPE OPENINGS UNDER 6'-0" DISTANCE TYPE ALL STUDS � DOUBLE 2 X KING STUD ALL STUDS 40% MAX. STUD 25% MAX. STUD-+ AT OPENINGS 6'--0" WIDE WIDTH NOTCH WIDTH NOTCH AND WIDER O , o 0 r-� co 60% MAX. 0 STUD 40% MAX. 0 STUD WIDTH BORE WIDTH BORE fD z z W i N©N—GEARING STUDS EXT. & BEARING STUDS cQ � N NOTES: NOTCH/BORED % OF STUD 2 X 4 2 X 6 25% �+�" 1" 40% 1" 2" 60% 2" 3 AV W I' - BORING OF JOIST VENT, PIPE, DUCT <C I-- 0 � ¢ LEGEND < Q z E.XIaIING F,�UNDAII0oN PLAN. EXISTING FOUNDATION n DSCALE: 1 /4" = 1 °--0" — _ �` L -- SPAN of JOIST Q � �-- UU LI3 NONCOMBUSTIBLE w U d NORTH LI3 NO NOTCHING ZONE LI3 FIRE BLOCK a U 2 X JOIST < u- 0 I A :D Z a CTTi Z Q ~ Q D d W z Wn ; .Q o V) w tit V) NOTE: JOB NO. 05-53A NOTCHES IN THE TOP OR BOTTOM OF THE JOIST DATE 06-15-05 SHALL NOT EXCEED Y6 THE JOIST DEPTH ANDAdhAlft SHALL NOT BE LOCATED IN THE MIDDLE }S OF ' • >. BY O.G. THE SPAN. NOTCHING OF JOIST SHEET BORING NOTCHING OF JOIST Ll FIRE BLOCKS AT PIPES 0F 7 1. NOTCH & BORING NOT TO ' OCCURS IN SAME STUD SECTION 2. NO MORE THAN 2 SUCCESSIVE U� DOUBLE STUDS MAY HAVE 60% MAX. BORED HOLES OPyF �$ tad 1 USE DOUBLE TRIMMER UP TO 4 X 12 HEADER. � ��,t� ��14 -` �� S.E.3027 cn m .. 1 USE 4 X 4 TRIMMER UP TO 4 X 16 HEADER. x Exp.s�7 m � 1 1 I I 1 0 CA1��O I IH► OPENING WITH HEADER �" NOTCHING/BORING OF STUDS ��,�" 1 I 1 I I I 1 I I Ilcq 1 C � o aJ = It p I i I N L--------_—_ _---------- __----____ __ ___----_—_ _� � - _ _` _ 10'-0" MAN. V-6" MIN. BETWEEN HOLES L-- 2 X JOIST SIZE H MAX. 2 X 6 1%" 2 X 8 2" 2X10 2%" 2X12 3" 2X14 3" MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with on asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation monufacturer's labeled R-Value. X * 150(c): Minimum R-13 Wail insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X * 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Inf€ltration/ExHitration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. N LA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace 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 pilot lights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 1500): 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 internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X * 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMG section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable req ,rements of UL181, UL181A, or U11818 . If mastic or tope is used to seal opening greater than 1 /4 inch, the combination of mastic and either Joints mesh or toe shall be used. Building covliies shall not be used for conveying conditioned air. and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drowbonds. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dampers. 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light, 2. System is installed with: a. At least 36" of pipe between filter and heater for future solor heating. b. Cover for outdoor pools or outdoor spos. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 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. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminoire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures ore IC (insulation cover) approved. X c14.8 General Requirements c 15.8.1 Notes to be placed on the plans: c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for ail features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. 07.8.1.2 After installing wall, ceiling, or floor insulation, the installer sholl make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification, CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R Project -Titte,,,,,+.,1,- REPAIRED �WHERT APARTMENT Date„ 06/10/05 12155145 Project Address,,,,,,,, 410 W NOBLE #Dww --------------------- SANTA ANA *v6,01* I Documentation Author,,, Christopher S. Leighton **"**IK 1 B l- ni- a it I Terry Engineering __'�+ 13691 Red Hilt Ave. I Plan -Check _ Date I Tustin, CA 92780 I _________ ________ (714) 838-1124 I Field Check/ Date I Climate Zone,,,,,,,,,,, 08--------------------- Compclance Method,,,,,, MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc, --------------- I MICROPAS6 v6,01 File-S0504230 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -REPAIRED WHERT APARTMENT I _______________________________________________________________________________ GENERAL INFORMATION ------------------- Conditioned Floor Area,,,,, 834 sf Building Type,,,,,,,,,,,,,, Singte Family Attached Construction Type ...,,,,,, Existing Plus Alteration Building Front Orientation, Front Facing 0 deg (N) Number of Dwelling Units,,, 1 Number of Stories,,,,,,,,,, 1 Floor Construction Type,.,. Raised Floor Glazing Percentage,,,,,,.,, 13,7 % of floor area Average Glazing U-factor,,, 1,27 Btu/hr-sf-F Average Glazing SHGC„ ,,,,, 0,8 Average Ceiling Height,,,,, 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Totat Assembly Type Type R-value R-value R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 New Attic Celt Watt n/a R-13 R-n/a R-13 0,088 New Ext Wall Wall n/a R-13 R-n/a R-13 0,079 New Attic Wall Door n/a R-0 R-n/a R-0 0,330 Exterior Door FloorExt n/a R-13 R-n/a R-13 0.064 New Floor Over Area Orientation (sf) Window Back (S) 24.0 Window Back (S) 16, 0 Window Back (S) 21, 0 Door Right( W) 53. 4 FENESTRATION ------------ U_ Interior Factor SHGC Shading ;s 0,800 Standard 80 f 800 Standard 1. :0 0. :s0 Standard 1,250 0,800 .. ., Exterior hang/ Shading Fins Standard None Standard None Standard None Standard None CERTIFICATE OF COMPLIANGEI RESIDENTIAL Page 2 CF-1R Project Tit he,,,,,,,,,, REPAIRED-WHERT APARTMENT Date„ 06/10/05 12,55,45 I---:MICROPAS6 v6,01� File-SO504230 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -REPAIRED WHERT APARTMENT I HVAC_SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manuat Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace 0,800 AFUE n/a Attic R-4,2 No No SetBack ACSplit 10,00 SEER No Attic R-4,2 No No SetBack WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R-value _______________________ ___________________ ______ ________ ______ ---------- Water Heater to meet minimum CEC Standards REMARKS CERTIFICATE OF COMPLIANCEI RESIDENTIAL Page 3 CF-1R Project -T i t te.....�..... REPAIRED_ WHERT _APARTMENT Date-_06/10/O5_1215545 I MICROPAS6 v6,01 Fite-SO504230 'Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -REPAIRED WHERT APARTMENT I _______________________________________________________________________________ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compty with Title-24, Parts 1 and 6 of the CaiIfornIa Code of Regulations, and the administrative regulations to Imptement them, This certificate has been signed by the individual with overact design responsibility, When this certificate of compliance is submitted for a singte building plan to be built in muttipte orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OWNER M^ MES C k y- s f 4, %S-2'. Company, HANSEN HOKAMA ENGINEERS Address. 17671 IRVINE BLVD #101 TUSTIN CA 92780 Phone,,, (714) 573-0073 License, _____ S C _ 3p S 7 ------ S I gned, , �= - 111"147e, (date) ENFORCEMENT AGENCY DOCUMENTATION AUTHOR Name,.,. Christopher S. Leighton Company, Terry Engineering Address, 13691 Red Hill Ave, Tustin, CA 92780 Phone. , , ( 714) 838-1124 S I fined, _ - C date) Name. , , , _.... gM.F.nouftdog______ Title, . , ___ -13691 Red Hill Avenue_____ Agency, , ------ Tustin, MCA 92780 Phone,,, ------------------------- _ __________ S I fined, 5--__ ( date) r' ` UPON COMPLETION OF CONSTRUCTIONi CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE'CALIFORNIA ENERGY COMMISSION AT, www.energy,ca,gov/tItIe24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION. /It/IIII w ryz W Z UJ ��fESSrq� No. 17014 * Exp.3-31-2006 OF CaA'Lu ry in L P ±d c ` f Zs J i� , Vr o b ga�� L �2 dill L� Z 0 tiAwlA Q Z Ld ry Q n Li 0 Lli C� C;d < W Lz.. (n ry W CC � O H a� LL` Q 0 Z Data: 06-10-2005 sews: AS NOTED Drown: CL Choc ed: JT Plot Dote 06-10-2005 Job No: 050423 sh"t: T 24 I