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Home My WebLink About10150884.pdfWORK PERFCNED SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE NOTED. A. UNIFORM BUILDING CODE, LATEST EDITION. B. APPLICABLE LOCAL, STATE, AND FEDERAL CMES, ORDINANCES AND REGULATIONS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND ClONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB CONTRACMR NOTED DIMENSIONS AND BUILDING CODE •REQUIREMENTS SHALL TAKE PRECEDENCE OVER SCALE. 3. PLAN APPROVAL By THE GOVERNING AGENC", DOES NOT CONSTI= AppROVAL OF NCN OCMPLIANCE WITH APPLICABLE CODE- PORTIONS OF THE PLAN OR SPECIFICATIONS WHICH IN UNCLEAR OR IS ANBIGUOUS MST rZ REFERRED TO THE OWNER OR ARCHITECT FOR INTERPRETATIONS OR CLARIFICATION. 4. CONSTRUCT BARRICADES, FENCES, ETC. WHEN REQUIRED By CODE. 5. (MMWMR SHALL CONSULT ALL REpRESENATIVES OF CITY, GAS LIGHT, WATER, POWER, AND PHONE, AND PHONE MMPANIES, CONCERNIGN AVAILABILITY OF SERVICE BEFORE STARMjG_ WORK OR CONNECTING FACILITIES. 6. ALL WORK SMLL CONFORM TO LOCAL CODES, STATE AN0 FEDERAL LAW. 7. CONTRACTOR SHALL VERIFY ALL woRK AND DIMENSILA'IS ClN DRAWING AND REPORT AM* DISCRE- PANCIES TO THE DRAFSMAN OR ENGINEER BEFORE STARTING VORK. 8. ALL MATEMALS SHALL BE OF THE BEST OF THEIR RESPECTIVE KINDS. ALL LABOR SHALL BE PERFUMM IN THE BEST POSSIBLE MANNER BY SKILLED PERSONS. 9. SUB CONTRACMR SHALL BE RESPONSIBLE FOR THE CORREL-INESS OF THE WORK. EACH SUB CONTRACICR IS RESPONSIBLE FOR HIS OWN WORK AND MATERIALS. 10- SUB CONTRACMRS SHALL KEm:l THE PREMISIS CLEAR OF DEBIS AND RUBBISH CAUSED BY HIS WORK. ll-. ANY DEVIATION FRCM THE APPROVED PLANS AND SPECIFIlAtLONS SHALL BE AT THE SUB lUATTRACIURS OWN RISK, UNLESS PRIOR APPROVAL !� OBATAINED FIM THE OWNER, OR ARCHITECT. 12. NO TRADE SHALL CUT OR BORE INTO ANY sTRUCRjRAL BEARING BEAM, JOIST OR POST WITHOUT OBTAINING APPROVAL FROM THE BUILDING OF7ICIAL. 21D 1 21 09 b as 9 0121* 24. lz 0 10 2 4 ago ari 24 2's a Na Do - 4WD DID • y WA, nft, ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE RULES AND . REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWm AND TELEPHONE COMPANIES. 2. THE SUB CONTRACTOR SHALL VERIFY AVAILABILITY OF SERVICES AND DMERMINE EXACT InCATIONS AND REQUIREMENTS BEFORE SUBMITTING HIS BID. 3. ANY NECESSARY DRAWINGS, CALCULATIONS OR pMM7S REQUIRED By THE GM UTILITY CCWANY SHALL BE THE RESPONSIBILITY OF THE SUB OWMCTCR. MRNING AGENCY AND/CRR 4. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECrICN SHALL BE By THE SUB CIMTRACTOR FOR A PERIOD OF ONE YEAR FIM THE DATE OF AOCEpTANCE OF THE WORK By nm OWNER. 5. ALL EQUIPMENT INSTALTED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATERPROOF. 6. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE 0OUNTER TOP 7- RECEPTACLES IN BA7WCOMS SHALL BE CK A GROUND FAULT INTERRUpTOR CIRajIT. GFI - RECEPTACLES SHAU BE INSTALLED VERTICALLY AT 14" ABOVE FLOOR UNLESS CTHEMaSE NOTED. 9- WALL SWITCHES 70 BE 42" ABOVE FLOOR. 10' ALL aZC-VRlCAUY OPERATE:D FIXIURES, OUTLETS, E)QUIPMENT OR DEVICES WIM7MM INSTALLED BY THIS ClONTRACTIOR OR OTHERS SHALL BE FULLY OaqNECrfj) •TO PROPER ELECTRICAL SOURCE AND LEFT IN OPERATING CONDITION. - ALL OUTLETS LOCATED IN GARAGE AND jAUNDRy AREA To BE GROUND TYPE. 12. ALL CUTLETS LOCATED AT THE EXTERIOR OF BUILDING rM BE QW)UNDED TYPE AND WATERPROOF. 13. MAIN CIRCUIT BREAKERS ON EXTERIOR WALLS SHALL BE CLOSED, MAKE ALL NECESSARY PROVISIONS DURING FRAMING. 14. INSTALL atCMICAL LIGHT FIXIURES(M BE SELECTED BY OWNER) WHERE INDICATED ON PLANS. DRYWALL NAILING SHALL BE ACCORDING TO U.B.C. REQUIREMENTS MR THE WPM AM THIC1NESS!2§, BEING USM' ALL DRYWALL APPLICATIONS TO BE INSPBMW AND APPROVED PRIOR 70 TAPING. EXTERIOR PLASTER LATH NAILING SHALL ALSO BE INSPECTED AND APPROVED PRIOR 70 PLASTER APPLICATION. 2.PROVIDE CRoss VENTILATION AT ENCIOSED ATTIC AND RAFTER SPACES PER 1/150 OF AREA 70 BE VENTED OR 1/300 PROVIDED 7liAT 50% OF REQUIRED VENTILATION ARFa IS Pl;rMDED By STANDARD WALL OR ROOF VENTILATORS. PROVIDE EAVE VENTS AT FREEZE BLOCKING. 3. ALL ROUGHsAwN AND RESAWN U14BM To RECEIVE STAIN. Do NOT PRIME. 4. ALL CLASS LIGHTS WHERE THE LEAST DIMENSION IS GREATER THAN 18,, AND WHERE LESS THAN 18 ASBOVE ADJACENT WALKING SURFACE SHALL BE FULLY TEKPERED- GLASS ENCLOSURM AT TUB AND HOWERS TO BE FULLY TEMPERED. 5. ALL CALSS AND GLAZING SHALL COTLy WITH TABLES 54A, 54B, 54C, OF THE 198.."'A� U.B.C. AND MST BE LABELLED SAFETY GLAZING WHERE UTILIZED IN AREAS SUBJECT 70 HUMAN IMPACT. 6. AM HEATING AND PLUMBING SHkt aa*-%M To LOCAL CODE. ,T 7. WATER HEATER WITH NON RIGID CONNECrICNs SHALL BE STRAppED FCR LATERAL SUPPORT. 8. FLASH ALL EXTERIOR OPENIGNS WITH APPORVED WATERPROOF BUILDING PAPER TO EX71-aM AT LEAST 3" UNDER THE BUILDING PAPER BEHIND THE WALL Ca 9. PROVIDE ONE LAYER 15 I.S. ASPHALT SA7jRATED FELT UNDER EXTERIOR PLASTER OR WOOD SIDING. 10- INTERIOR FINISH SHALL HAVE A MINIMUM nAME SPREAD CLASSIFICATION OF 111. 11. FINISH HMVARE AND HOUSE AND OR UNIT NUqWS SHALL BE SELECTED By aMR AND INSTALLED BY FMISH CARPENTER. SHEET METAL TO BE 26 GA. GALV. IRON UNLESS 07HERWISE NOTED. 2. FLASH AND cOUNTERFLASH AT ALL r m� r AND WALL CCNNECrICNS. 3. G. I. FLASH ROOF VALLEYS, ROOF A ND WALL INTERSECTIONS, AND WALL AND DECK INTERSE=CNS. 4. G. I. FLASH AND CAULK WOL)D BEAMS, CUTLOOKERS pRojECTING FROM EXTERIOR WALL OR ROOF SURFACES. 5. PROVIDE CONTINUOUS 26 GA. GALV. mw co WEEp SCREED AT SILL PLATE OF ALL EXTERIOR PLASTERED WALLS. 6. FURNISH AND INSTALL ALL OTHER SHEET METAL AS SHOWN ON PLANS. THIS BUILDING SHALL Ca MPLY WITH THE ML10WING MINIMUM STANDARDS OF Ca4CrRUCTION TO INSURE RESISTANCE 70 UNLAWFUL ENTRY. I. PROVIDE DOOR VIEWERS, VIEW PORTS SHALL NOT EXCEED 1 P IN ANY DIMENSION. II. ALL EXTERIOR OPENINGS SHALL CClMPLY WITH THE FOLLOWING: 1. SWINGING DOORS: a. ALL DOOR SMpS OF IN SWINGING DOORS SHALL BE OF ONE PIECE CONST. WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. b. ALL PIN TYPE HINGES WHICH ARE ACCESSABLE FROM OLITSIDE THE SECURED AREA WHEN THE DOOR IS CIOSED SHALL HAVE NONREPWABLE HINGE PINS IN ADDITION, THEY SHALL HAVE MINIMUM I " DIAMETER STEEL JAMB STUDS WITH I" MINIKJ14 PROJEMON UNLESS THE HINGES ARE SHAPED To PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. C. THE STRIKE PLATE FOR LATCHER AND THE HOMING DEVICE FOR PROJWrING DEADBOLTS IN WOOD CONST. SHALL BE SECURED 70 THE JAMB AND THE WALL FRAMING WITH ESCREWS NOT LESS THAN 211, IN LGvm. d. DEADBoLTS SHALL OwrAIN HARDENED INSERTS. STRAIGHT of DEADBOLTS SHALL HAVE A MINIMUM THROW OF 11, AND AN EMBEDMENT OF NOT LESS THAN 5/8 f. A HOOK SHAPED OR AN EXPANDING LUG DEADBOLT . SHALL HAVE A MINIKirl THROW OF 3/4". g. WOOD FLUSH TYPE DOORS SHALL BE 13/4" THICK MINIMUM WITH A SOLID CORE OF WOOD, OR PARTICLE BOARD OF 25 PCF DENSITY. h. WOOD PANEL TYPE DOORS SHALL BE. 1 3/4" THICK MINIMUM WITH ALL PANELS FABRICATED FROM MATERIAL NOT LESS THAN 3/8" THICKNESS PROVIDED ALL SW -PED PORTIONS OF THE PANEL ARE MINIMUM 9/16" TpICK. 2. CYLINDER GUARDS SHALL BE INSTALLED ON ALL MORTISE OR RIM TYPE CYL U4DER IOCK WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHM:tWISE ACCESSABLE TO GRIPPING TCOLS. 3. SLIDING DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND PMMNG OF THE MOVING PANEL IN THE ClOSED OR PARTIALLY OPENED POSITION. 4. OTHER OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANrM LOCK MWEVICES. 1- SUB CONTRACTORS SHALL PROVIDE AND INSTALL ALL HEATING UNITS, THERMOSTATS VENTS, CAPS AND CONNECTORS. 2. COMBUSTION AIR SHALL BE TAM FRCM OUTSIDE- WHEN HEATING UNIT ISWrA IM WITHI;N U)CIURE OOMBUSTION AIR SHALL BE DIRECTED THROUCH CONTINUOUS GALVANIZED STELL DUCT,, - WITH SEPARATE DUCTS MR UPPER AND LOWER SUPPLY 12" OF mom AND CEILING To CCMpART_ MENT. DUCTS SHALL HAVE I MESH SCREEN AT OUTSIDE OPENINGS. NO SCREEN SAHLL BE APPLIED 70 DUCTS OPENING INTO ATTIC. 3. CIRCUALATING AIR SUPPLY SHALL BE EQUAL TO A MINIMUM OF TWO SQ. INCHES PER 1000 B.T.U. OF FURNACE SIZE. 4. PROVIDE MINI" 2' 0iia'• 70 FAU COWARIMENT AND MIN 3" CLEARANCE m SIDES OF UNIT AND MIN. OF 6" CLEAR M FRONT AND REAR OF UNIT. 5. ANY REQUIRED DRAWINGS OF MW= AND DUCT SIZES OR HEAT L40SS ChLaMATIONS SHALL BE THE RESPONSIBILITY OF THE SUBOONTRAC7M THIS RESPONSABILITY ALSO INCLUDES ANY NECESSARY PERMITS. 14"J,v *.I* CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAIS NECESSARY FOR THE C)OMPLETE INSTALLATION OF THE PLUMBLLNG SYSTEM TOGEnW WITH ALL NECESSARY AUXILLIARIES, EXCEUDIGN THE WORK DONE By OTHERS. 2. ANY NECESSARY DRAWINGS, 01,CUU-IICNS OR pEWTS M=RED By THE GOVERNING AGEW-"i SHALL BE THE RESPONSIBILITY OF THEsuB cm?nwm. 3. ALL FIXTURES SHALL BE NEW AND OF THE: BEST QUALITY OF TM BRAND SPE)CIFIED AND SHALL BE NON ABSORBENT THROUGHOUT W FREE FORM (3"PSI WAVES, YILN MARKS OR DISCOLORATIONS. 4. USE SERVICE WEIGHT CAST IRON, WASTE AND VENT PIPING TARRED INSIDE AND OUT. JOINTS SHALL BE LEAD AND OAKUM FOR 2" DIA. AND OVER, "No HUBlf CAST IRON OR PLASTIC pIpE MAY BE SUBSTITUTED WHERE ALLOWED BY LOCAL CODE. 5. ALL pIpES SHALL BE SEajMy FASTENED OR SUSPENDED FROM WOOD WITH STRAPS M PREVFRI NOISE. 6. SOUNDPROOF ANY PIPES IN CONTACT WITH WOOD. 7. ALL CLEANOUTS SHALL BE BROUGHT To OUTSIDE WALL WHERE PRACTICAL. 8. GAL PIPE SHALL BE SCHEDULE 40 13LACK PIPE WITH MALEABLE FITTING. i�!•► t I, GENERAL I THE CONTRACTOR SHALL, VER'IFY AA il' t LI A E m 4 1 0"0"a"t" ELEVATIONS, �! AND SITE CONDITIONS INS WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES- 2 ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELE- MENTS OF THE WORKING DRAWINGS AND/Oft SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK SO INVOLVED* 3 CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SER- VICES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION- 4 No PIPES, DUCTS, SLEEVES, CHASES, ETC- SHALL 21 PLACED IN SLABS, BEAMS, 04 WALLS UNLESS SPECIFICALLY SHOWN On NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC - REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ALL PIPE, DUCT, CHASE, ETC- LOCATIONS- 5 ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE UBC. 6 UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE DETAILS ON THIS DRAWING SHALL BE USED WHENEVER APPLICABLE- WHERt NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. FOUNDATION 2 Fmsmn EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION. 3 BOTTOM OF FOOTING SHALL BE AT LEAST BELOW FIX - [SHED GRADE. 4 SOIL DESIGN PRESSURE: 1000 FSF (ASSUMED) REIRFORCEDCONCRETE I CEMENT SMALL CONFORM To ASTM C-150 TYPE A WITH AM ALKALI CONTENT LESS THAN 0.60 1. 2 AGGREGATES SHALL CONFORM To ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE- 3 READY -MIX CONCRETE SHALL RE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94- 4 ADMIXTURES MAY BE USED WITH THE APPROVAL Of THE STRUC- TURAL ENGINEER# ADMIXTURES USED TO INCREASE THE WORKA- BILITY OF THE CONCRETE SHALL -NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT* 5 REFER TO THE ARCHITECTURAL PLANS FOR MOULDS, GROOVES, ORNAMENTS, CLIPS, OR TEXTURES REQUIRED TO BE CAST INTO THE CONCRETE AND FOR THE LOCATION OF DEPRESSIONS, CU*23* AND RAMPS. 6 CORNERS OF SLABSe BEAMS, WALLS* COLUMNS, ETC- SHALL BE FORMED WITH A 3/41NCM CHAMFER UNLESS NOTED OTHERWISE. 7 CONCRETE FORK TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE AC1. 9 ALL REINFORCING STEEL* ANCHOR DOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TOTHE PLACING OF ANY CONCRETE. 9 LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED IN THE PLANS SMALL BE REVIEWED BY THE STRUC- TURAL ENGINEER PRIOR TO PLACING AND OWNING OF REIN- FORCING STEEL- 10 CONCRETE FLOOR SLAB VARIATION FROM LEVEL TO 1/9 IMcm IX TEN FEET MAX. 11 CONCRETE SHALL RAVE A MINIMUM TWENTY-EIGHT DAY COMPLIES - SIVE STRENGTH, F'C, AS FOLLOWS WITH A MINIMUM OF 517 LBS OF CEMENT PER CUBIC YARD; PAD FOOT IOSS PSI- COMT- FOOTINGS Ps I - SLAB -on GRADE PSI - 12 FLYASR IS NOT ACCEPTABLE- 13 ALL EXPOSER CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOMMENDED RATE OF THE MANUFAC- TURER IMMEDIATELY AFTER FINISHING. THE CURING COMPOUND SMALL COMPLY WITH ASTM C 309. OTHER METHODS OF CURING MAY DE USED PER ACI 308. THE CURING PROCEDURE SHALL REMAIN IN EFFECT FOR 7 DAYS MINIMUM. LPzj,AL.-, -A i"J A A AL on arm__ 3 ffmfd)16 STEEL RE I *FORCER ENT SHALL CONFORM To ASTM A-615, GRADE 4o 2 WELDED WIRE FABRIC SMALL CONFORM TO ASTM A-195. 3 REINFORCING DETAILING, BENDING, AND PLACING SHALL CON- FORM To AE 1 315. 4 WELDING Of REINFORCING STEEL SHALL CONFORM To AWS D1.4. 5 LAPS AT BAR SPLICES SHALL BE 36 BAN VIA- 04 12 INCHES FOR CONCRETE AND 40 BAR VIA- OR 18 INCHES FOR MASONRY UNLESS NOTED OTHERWISE. 6 VERTICAL BARS IN WALLS SMALL RE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE, AND TIED INTO POSITION AT THE TOP AND BOTTOM AND AT INTER- VALS NOT iXCEEDING 192 BAR DIA. - 7 REINFORCING STEEL SHALL DE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3* EXPOSED TO EARTH OR WEATHER: No. 6 THROUGH No. 18 BARS 2m No. 5 BARS, 518-INCH WINE AND SMALLER 1-1/2' NOT EXPOSED TO WEATHER On IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: No: 14 AND NO. 18 BARS NO• II AND SMALLER BARS 1-1/2' BEAMS, GIRDERS, COLUMNS: 3/4', PRIM- NEIXF-, TIES* STIRRUPS OR SPIRALS 1-1/2* SHELLS AND FOLDED PLATE MEMBERS: No. 6 BARS AND LARGER 3/40 No. 5 BARS, 5/8-INCH WIRE AND SMALLER WE 8 ALL REINFORCING STEEL, ANCHOR VOLTS* DOWELS, AND INSERTS SHALL It WELL SECURED 10 POSITION PRION TO PLACING OF CONCRETE OR GROUT. 9 UNLESS OTHERWISE NOTED, FURNISH No- 3 TIES AT APPROXI- MATELY 36 INCHES ON CENTER IN ALL SEARS AND FOOTING To SECURE THE PRINCIPAL *EIXFO*CEREXT- 10 WHEN REINFORCING STEEL IS TO BE WELDED* THE STEEL SHALL COMPLY WITH ASTM A-706. THIS REQUIREMENT MAT BE SATIS- FIED BY THE USE OF STEEL COMPLYING WITH ASTM A-615 PRO- VIDING THAT THIS STEEL MEETS THE CHEMICAL EQUIVALENT REQUIREMENTS AND CHEMISTRY LIMITS OF ASTM A-706. 11 VERTICAL WALL REINFORCEMENT SHALL HAVE SO SPLICES EXCEPT AT THE FOUNDATIONS, UNLESS NOTED OTHERWISE. STRUCTURAL WOOD 1 ALL WOOD MEMBERS SHALL BE DouGLEs-FiR OR LARCH, AS GRADE MARKED BY THE WCLA. 2 PLYWOOD SHEATHING SMALL BE DoUSLAS-Fin CONFORMING TO COMMERCIAL PRODUCTS STANDARD PS-1 AND SHALL BE GRADE MARKED IN ACCORDANCE WITH APA. 3 WOOD GRADES (UNLESS NOTED OTHERWISE): HORIZONTAL MEMBERS: D&L- TOP PLATES - GRADE 01 JOISTS AND RAFTERS - GRADE 02 BEAMS AND STRINGERS - GRADE 01 VERTICAL MEMBERS: ONSTUC 2x6 STUDS 9 LARGER - CGRADER02TION GRADE POSTS s TimsEms - GRADE #1 4 CUTTING, NOTCHING, OR DRILLING OF BEAMS AND JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE STRUC- TURAL F TMEElt. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM To TABLE 25-0 OF THE LATEST EDITION OF THE UBC. 6 ALL SILLS 04 PLATES RESTING 00 CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLES-Ft*. 7 ALL DOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS AND ALL BOLT HOLES SMALL BE DRILLED 1/32' IN DIA LARGE* THAN THE DOLT OIA- 8 ALL SILL DOLTS SHALL BE PLACED 9' FROM THE END OF A BOARD 00 FROM A NOTCH AMD SPACED AT INTERVALS NOTED on THE PLANS- 9 ALL rRAMING ANCHORS, POST CAPS, COLUMN BASES, ETC* SMALL BEAMS MANUFACTURED By 'SIMPSON COMPANY'. 10 PROVIDE BLOCKING 29 9*10SING PER UBC. 11 PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 12 Top PLATES Of ALL WOOD STUD WALLS TO BE 2-2x, UNLESS NOTED OTHERWISE. L",_ 48' MINIMUM WITH NOT LESS THAN- 20-16D MAILS AT EACH LAF AND NOT MORE THAN 12' O.C. 13 PRE DRILL FOR NAILING, WKS* NAIL SPACING RESULTS IN THE WOOD SPLITTING- 2 -77 7 NAILI ALL *A I L i`N`G LATEST & FORAIM6 To THET AUTOMATIC NAILING Is USED i Aft HEADS SHAI PEltETRATEPLYWOOD SHEATH- ING. tONNECTIONS ,,ALI J ARE GOVERN OVEO, AND TAIvt 00t. E WHE Mjgl"RUMS ARE? froto o SILL OR &tMDER, TOEMA�j 3-8D JOIST TO 7 2 Bitmsin TO JkISY}SY �M**A'4t�'tAC END L TO EACH 3 I'X6* SUBFLOOR ' LESS 2-80 JOIST, FACE NAIL 4 WIDER THAN I'Xfi* suarLooR TO EACH 3-8D JOIST, FACE NAII. s 2'.SUBFLOOR TO JOIST 04 GlftvFR 2-1 . 6D 5L I NO XA6' FACE *A IL 6 SOLE PLATE TO JOIST OR BLOCKING, 160 AT 16* o.c. FACE MAIL 7 TOP PLATE TO STUD, END NAIL 2-16o A STUD To SOLE PLATE 4-8D, T . OEMA,L OR 2-16o, EN& MAIL 9 DOUBLED STUDS, FACE NAIL 160 AT 24' o.c. 10 DOUBLED TOP PLATES, FACE MAIL 160 AT 12' o.c. 11 Top PLATES, LAPS, AND INTERSECTIONS, FACE MAIL 2-16o 12 CONTINUOUS HEADER, TWO PIECES 16D AT 160 O.C. ALONG EACH EDGE 13 CEILING JOISTS TO PLATE, TOENAIL 3-8D 14 CONTINUOUS MEADE* TO STUD, TOENAIL 4-80 15 CEILING JOISTS, LAPS OVER 3-160 PARTITIONS, FACE NAIL 16 CEILING JOISTS TO PARALLEL 3-16o RAFTERS, FACE MAIL 17 RAFTER TO PLATE, TOENAIL 3-8D 18 1' BRACE TO EACH STUD AMID PLATE, 2-90 FACE NAIL 19 I*Xg' SHEATHING OR LESS TO EACH 2-8v REARING, FACE MAIL 20 1116EN THAN 1'X8' SHEATHIMS To EACH 3-8D BEARING, FACE NAIL 21 BUILT-UP CORNER STUDS 16D AT 24' O.C. 22 BUILT-UP GIRDER AND SEARS 20D AT 32**.c- AT TOP AND ii)wf ,u Ot 31 7z 2 01 e'l t_ Certificate of Compliance: Residential (Page 1 of 2) CF-1 R t 0- ca Project Title Date Project Address Building Permit X N CKEWT 'N H Plan Check I Date Documentation Author Telephone Field Check I Date A 6, Compliance Method (Package, Point_ -System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: ell 1:11 Building Type: Single Family Addition (check one or more) Muni -Family Existing -Pius -Addition Front Orientation: )East / South / West / All Orientations (Inorientationin degrees and circle one.) Number of Dwelling Units: Floor Construction Type: QSlab Raised Floor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly Location/Comments Type R-Value U-Value (attic, to era ical, etc.) Wall .............. Wall .............. Roof ............ J;�, �.!:�4,5> Roof ............. Floor ............ Floor ............. Slab Edge.... FENESTRATION Shading Devices Fenestration Area Fenestration U-Value Interior Exterior (roller blind. etc.) (shadescreen, Overbang etc Framing Type odlvinyl) Orientation _(st) Front...,. A Front..... Left � �47 ....... Left....... Rear..... Rear ..... Right...,. Right..... Skylight ....... Skylight .... Xie -INA T 1zemot/F-P F I 'S THERMAL MASS Type/Covering tile, etc.) Area Thickness (sf) (inches) Local ion/Descript ion (kitchen, bath, etc.) �slab/exposed, I t1k 51 Dc=tnibnr 19�' - 2 Certificate of Compliance: Residential (Page 2 of 2) CF-1 R Project Title 14L- ANA, _/ A, Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type (furnace, heat Efficiency Type and Duct or Location Piping Thermostat Heat Pump Configuration eump. etc-) (AFUEMSPF) (quctslanic, etc.) R-Value Ty22 is2ift Or pqckagD_ r_� A 1�_Tl i N1 14 Cooling Equipment Minimum Type (air conditioner, Efficiency Duct Location Duct Thermostat Configuration heat eum2, evap. coolie SEER) (attic, etc.) R-Value T split or package) WATER HEATING SYSTEMS Energy' External Rated Tank Factor or Tank Water Heater Distribution Number input (kW Capacity Recovery Standby' Insulation Type Typein System or BtuLhr) (gallons) Efficiency Loss (%)R-VaIue eX I 45M N S;_.. 1. For small gas storage (rated input 75,000 Btulbr), electric resistance and heat pump water heaters, list Energy Factor For large gas storage water heaters (rated input 2t 75,00() BbIft), fist Rated Input Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated input and Recovery Effi6ancy. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT specifications needed to comply with Title 24, Parts 1 and 6, of This certificate of compliance lists the building features and performance the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Spedal Features/Remarks section. Designer or Owner (par Business & Pmfesslons Cod*) Documentation Author Name: f 9, Ah Name 114 L) y_--f 0 Tiue/Frrn 4:� WN E.'p— Address Aro yy Address A e-A ell 12.; 1 9 24, Teiophonw Teiephone LIC (signature) (date) (signa re) (date) Enforcement Agency Name: Title: Agency: Telephone: Fig—natu—re/stamp) (date) Rovfsxi Dcc*mber 1992 C' M e I A H :5+40k:6 -4 L..A N PIT V-1 I i *Iv QA L, lo o -ji FF-1 e_ I-P N Oe 7 A 'NI, go .01 fo' ta 44N N V _451 02 e,'�2 it 15H 1, L=A F-AT -I A r's 165) m- N JEJ is woe'. 5,X16n 28 k I �41' N15-NI H Nlej w'6�4, mh�lr4�Hl r*x ll!Frl N ell MA H FE�4 uf prl-cl? r7l I e 14 w 40 t7 4 ST-18 ACROSS RAFTER TOPS e 48- O.C, ROOF SRTG M EX T V g ;;jj 4X4 1.3 -li�T r 2x RIDGE BOARD 2x RAFTER W/ A35 ONE SIDE X I a,_, EACH RAFTER TO RIDGE BOARD :77 v /-X4 Pe,: - A N FL sr-- r 20`0 !��Er 1�3kClc- 4 , as t 45- 05� 17 6 v _5 0 1 0 1 V-Z- -7 1.04 x v eN,4°4 gx 12 2x I�H e6F UALL/ (W H d MA IK,, P" � It A.- 7 601 26 —7 as 2- vu It VX isA !-'19r -jo A Af, A pow ��6 Ta Fzvri NJ(�- v -- -- ------ s;� 0', C, �2Y4- PTPF-- .51 L ,e44 5AF WA�L E,51A To I Pip -- t "A 7 ra, itt r,-,U;FFC AW? �o =I` 222 Ict- 1M K4� A., q r E�r V, ......... L,575P--* PLAO v�t N1 HIT, 4r- zt�:� 15*E5 W— WALL -J 6AJ 2A! W1 M 0 k5rl J;2 APO 1� N D yP c gotv� F4F_L.D o J A F,