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HomeMy WebLinkAbout10150498.pdf''' '' PRO : C SLt`l1�/. 38 i AMADO R. V ISTOR 2014 K It�t HAY PR01=oSEn ADDITION RELOCATED r 1 1 Y TRACT # 3356 M.M I I5--3q,40 41 EL.EC. METER / 12 -c> 11 t i 1 �3 . GLA5511=1GA►TIC�At 511+�5►L�E FAMILY Z�:1',��t".�"IW R3N TYPE C?l� C�71�a TRIt1GTIt�h1 T'�''!� 1l 1� REMOVED r EXIST b EL,EG. METER e I a :1 :t• tit. .1. .1. . y,,• - - - - - - - ---- 1= It" ZONE Lc?f+� 21001 IM?iTI C?1= CALL. c5 i TIC AL Ry Ii/1' l� 1� 24 �VH Gull Ate Id1m"y' 2 t�''G 2U1r� t f AW 144404 i CITY SANTA ANAn M7JVJ 4i4 d44�;1QQ�1 tr kt � as CONSXALTA&ANTS EXISTING MOM - fi ' 'II EXISTING OARr46E I I ; ; r,y t - - .... ... �._... _:... 00 BLS ELECT PLBG -------------------------------- 010 RADING t .. / . FPER _ ___ �+y r i► �. t t ! ! EXIST _' _ OAS / / © AW COD EDITiC��1- I FLOOD ZONE FLOOD ZONE CERTIF.�3C` �� C 0.-, 400 MICROFILM YES NO RADIANT BARRIER rZ�)F_1100r_ YES NO EXISTlN6 GONG. � DRIV'>=1^tAY EXIST`Cit GONG. PUBLIC, AAL.1< r T ',• /w "� 46 wq � ! 4 � as'.w.scR+:nwwae....^'rvrs.wz�cvs+.m«.e-ac".mevmrcn s^+'-" • . .. °'"'� � t � �' a�nu ts� � tztY 2i ii �Sw' � �. �.'4.• � � C fs,>.r S`.u? � ii _ ,WR7 FOR JS 5 ^� *y ``gyp, 3 y {yy^�yk'"UNCTS .... C 5�35�bi`�:� y �45-aa ...�� jwm..�t.t.:,., :... �,�.�wi � s., �., �.v�~3 �a ti"�. �"i3m \\\� $$�. pp set qn Q( q"his } g� Plans b xin.. at all tees a,� i 4 is u0 �a 'W to + Sn Changes or b aft�x.g ation ory of Santa , Sarno Sarno ivith u. t f.>Ie � ��.missiun ffom the The c%cen am te of"'this, play; and spc fic flans SHALL NOT gg�y L�x.{� p� wo v «. -i. i.•'. ".. 2: ,:....- bdFV 38`v�SA Ig :`za % 6p.jr .faa w+ s2 S,w i- 3 $f i 2s&Ya 4� ,. J r:$ prove ;0n14€"1 �'t .7 F.{a '� � ... Accepted B "����` # SIAlt LNAll n . y 1rZI U, 105% .,EI`iNRICH ST. A RCHITEO T: CoN00 EMSI N SfWW tSARLyEN 6Ro1(i , GA g2643 WWAGT: GHRiS NOO v `I pMETER _ 0 � � vit 0 I-1 i c> 0 1 cu CY STF4 TURA L E": 3TRWTURAL C+ WAt"iT: ML SOMA 'fi4-313-4't4"t 160 EAST MAIN STREET TITLE 24 C oONWLTANT: -- TERRY ENSINEMIN& SUITE 15000 T115TiN, GA. �AGTsr .TAMES K TSRWY 'f 14-036-1124 %SQUAJM ]FOOTAGE \I R 7 Y/ VITI VI N FLOOR TOT 4 O"�OF DAA ]EQ11U)PdN sht. plan description COVEIR SHEET AND SITE PLAN 6.t 6ENERAL NOTES T-24 E�NER6Y GA�..C+!lLATIONS I.i EXIST'6 FOUNDATION , ADDITION FOUNDATI N AND DETAILS I.,`� EXIST& FLOOR AND ADDITION FLOOR PLAN I.OX EXIST& FLOOR I•RAMINcS AND ADDITION FLOOR FRAMING 1.3 UTILIW PLAN STRUCTURAL NOTESSPECIFICATIONS L� .- ri "Au AND *5" is LEFT, REAR, RISW ELEVATION 4 PLAN 0.1 ARGFf. DTLS. ARCHITEOTURAL DE'I'AiLS DIVISION 1 DIVISION 4 DIVISION 6 GENERAL, NOTES REINFORCING STEEL. LUMBER 1. The general contractor shall verify all dimensions and conditions at site. 1. Retnforcing steal shall be deformed steal conforming to the requirements 1. All wood bearing on concrete or masonry she#I be pressure treated Douglas Any iscrepancy found shall be reported to the Architect or sneer. of A3TM A-615 ^ads 40, except grade 60 for #cg^ 2. All work shall conform to the minimum standards of the 1,446 ads lon of the 2. Minimum cover for cast in place concrete shall be as follows: 2. Structural members shall not be cut nor notched without the approval of the Uniform Building Code, Poured against earth...........................................3 inches Engineer. 3. The structural calculations included here are for the analysls and desi of Wails exposed to weather: 3. Metal anchors, fasteners, and connectors shall be Simian Strong -Tie gimary structural system. Non-str votural elements are the responsibl#l1y of #5 and smaller ................................................2 Inches connectors. Substitutions must be approved by the ineer. Archltect or Designer. s'6 and larger ..................................................1.5 inches 4. All structural lumber shall be Douglas Fir -Larch with Iq ' maximum 4. Structural changes made shall be submitted to the Engineer for ravlaw and 3. Bars shall be clean of rust, grease or other material likely to Impair bond. moisture content. approve#. 4. Minim tap of reinforcement shah be 40 bar diameters. Gap horizontal 5. Unless otharwise noted, use the following kaber grades: 5. Portions of construction not covered by structural design shall be constructed bars at corners and intersections. 2x4 studs..........................................Construction or Stud Grade per section 2326 of the Uniform Builder Code. 2x6 studs..........................................No. 2 6. The general contractor shall be responsibie for adaquacy and safety of 2x,joists............................................No. 2 erectionbrocing, slurring and temporary supports. 4x10 beams and smaller .......... No. 2 4x12 beams and larger.............No. I DIVISION 2 DIVISION 3 6x beams......................................No. I FOUNDATION & SITEWORK CONCRETE Posh and columns t................... -11-1No. I � 6. All nail{ shall be table 23-it-B-i of Uniform Building Coda, unless otherwise noted. " �' �"' ► M � 1, Plywood roof sheathing shah be laid continuous over two or more spans with face grain perpendicular to support. Staggggeer all plywood panels a minimum of 2 ft, a t. Design of foundation is based on clag, sandy cla� , silty cl and claley slit I. Unless otherwise no o1` lore, concrete shall have a mInimun maximum of 4 ft. Nalling shall be inspected before covering. with allowable bearing value of 1000 f r T le #1+-#-,4 of t1BG, 6. Pi roof sheathingexposed on the underside shall be bonded with 2. Contractor shah v#f of soli an slteh#e shall inform the Meer if compressive strength of 2i in 28 days• a Niue. ' yy9 2. Cement shall conform to ASTM C-150 - type v " snit on site is Mfarior llnan the assumed soil two 3. Aggregate shall conform to ASTM C-33 q. Roof sheathing shall be 1/2 COX plywood (P.I. 24/0) u n o. nailed wlth 8d common �r 6" 3. Soils with an expansion index greater than 20 shall not be used as fill 4. Maxirr� s# to be 4" +/- V at boundaries rid edges, 8d a 10 field nailing. ssuuppport �g fonnndattrn far structure. 10. Wait studs shall be cr h0wous between points of lateral support (balloon framed) 4. Fi#Is andd backfil#s shall be compacted to V% of maximum danslty. and not Interrupted by horizontal latas. SrtrRh conditions Sine normally fated can 5. The contractor shall be responsible for all shoring and bracing necessary to the walls at gable and of vaultedcallingaid wails around stairs. $ � �W . 4 . . '�' 2�1�' f I Ana support cut and/ or fill banks during excavation, and forming and placement It. Apply shearwall pl ood prior to all box -outs, fur -outs, soffitts or aid other Of concrete. framing that may of the watt. q 6. Concrete slob shall be 4" thick with s'3 re -bars a 16" oc. each w plywood i e shall b over #" sand over 6 mil vis wean over I" sand. U.N,O. � i2. Oo�rle top late lap splice shall be a minimum of 48" and, unless noted otherwise a shall be nailed together with a minimum of (6) l6d common nails per splice. Top 1. All holdown anchors and post bases shall be tied into place prior to plate breaks shall occur over a stud or post. foundation #nspecton, 13. All holdowns shall be fastened to a 4x4 post minimum, unless noted otherwise. 14. All exterior walls and Interior bearing walls shall be secured to foundation with 5/6" WON anchor bolts a maximum spacing of 46" O.C. with3!#6x2"x2" bearing plates. Provide I" minimum embedment Into concrete at anchor bolts Z ,GENERAL NOTES DIVISION 1 GENERAL REQUIREMENTS Work performed shall comply with the following; I. These General Notes unless otherwise noted on plans or specifications. 2. Uniform Building Code, applicable edition. 3. All applicable Local, State and Federal Codes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM. S. In case of conflict, the more stringent requirements shall govern. 6. "Or Equal": The Contractor shall submit for the Architect's and Builder's approval all materials or equipment which is considered "or equal" to that specified. On Site Verification of all dimensions and conditions shall be the responsibility of the Contractor and Sub -Contractors. Noted dimensions take precedent over scale. Each Contractor or Sub -contractor shall report to Project Superintendent all Conditions which prevent the proper execution of their work, Client's Architect and Project fWerintendent to be notified Immediately by Contractor or Sub -contractor should any discrepancy or other question arise pertaining to the working drawings and/or specifications. The Contractor shall be held responsible for the results of cry errors, discrepancies, or omissions which the Contractor failed to notify the Architect of before construction ondlor fabrication of the work. Sub -contractor shall: Insure that all work is done in a professlonol workmanlike manner by skilled mechanics and shall replace any materials or items damaged by Sub- contractors performance. Sub -contractors and suppliers are hereby notified that they are to confer and cooperate fully with each other during the course of construction to determine the exact extent and overlap of each other's work and to successfully complete the execution of the work. All Sub-controctor workmanship w111 be of quality to pass inspections by local authorities, lending Institutions, Architect or Builder. Any one or ail of the above mentioned Inspectors may inspect workmanship at any time, and any corrections needed to enhance the quality of building will be done immediately. Each Sub -contractor, unless specifically exempted by the terms of his sub -contract agreement, shall be responsible for cleaning up and removing from the job site all trash and debris not left by other Sub -contractors. Bulkier will determine how soon after Sub- contractor completes each phase of his work that trash and debris w111 be removed from the site. Structural Engineering: 1. Refer to the current calculations for any question regarding lumber grades, beaus and header sizes, footing and shear requirements. 2. No deviations from structural details shall be made without the written approval of the Structural Engineer. Approval by City Inspector does not constitute authority to deviate from plans or specifications. Soft En9ineerinai: 1. Refer to the current Soils Report for any questions regarding soil requirements. BUILDING DEPT, REQUIREMENTS PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM BASEMENT AND / OR SLEEPING ROOM(S). NET CLEAR WINDOW AREA SHALL BE NOT BE LESS THAN 5.1 50. FT. (621) 50. IN. MIN. NET WINDOW OPENING HEIGHT DIMENSION 24" CLEAR, MIN. NET WIDTH DIMENSION 20" CLEAR FINISHED SILL HEIGHT MAX. 44" ABOVE FLOOR, UBG SIOA. THE PLUMBING FIXTURES AND PLUMBING FITTING SHALL MEET THE STANDARDS NOTED BELOW, A) WATER CLOSET = 1.6 GALLONS PER FLUSH MAX. B) SHOWERHEAD = 2.5 GPM MAX. C) LAVATORY FAUCETS = 2.2 GPM MAX. V) SINK FAUCETS = 2.2 GPM MAX. TITLE 24, VGBC, UPC 4101 STATE HEALTH # SAFETY CODE SEC. 114t2lA BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER SUPPLY PIPING. ALL RECESSED FLUORESCENT CAN 1_16HTS SHALL BE A PIN INSERT TYPE, NO SCREW TYPE FIXTURE PERMITTED. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HAND6RIP PORTION OF ALL HANDRAILS SHALL NOT BE LEW THAN 1 1/4" NOR MORE THAN 2" IN GROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT 6RIPPIN6 SURFACE. UBC 1003ZZ.1 PROVIDE 25'-O" LONG s4 REBAR FOR CABLE / PHONE AND 20'-0" LONG COPPER FOR ELECTRICAL GROUND PER N.E.C. SEC. 250.61 cdd. ALL WORK SHALL COMPLY WITH THE FOLLOWIN6 GORES: 141411 UBc 141411 UMC 1414M UPC 141016 NEC ABBREVIATIONS A.B. ANCHOR BOLT ABV. ABOVE A/G AIR CONDITiONIN6 ACOUS. ACOUSTICAL ADJ. ADJACENT ADJ. ADJUSTABLE AL, ALUMINUM ALT. ALTERNATE AMP. AMPERAGE AV6. AVERAGE 50. BOARD 5LD6. BUiLDI146 BLK'6. BLOCKING BLT-IN BUILT-IN BM. BEAM B.N. BOUNDARY NAILING 5R6, BEARiN6 B.S. BAR 'SINK GABT. CABINET GALL, CALCULATIONS cmm CAMBER G.H.G. CEILING HEIGHT CHANGE G.1. CAST IRON G.J. CEILING JOIST CL6, CEILING CLR. CLEAR CNTR. COUNTER GNTRTP. COUNTER TOP C.O. CASED OPENING GONG, CONCRETE CONTS. CONTINUOUS CPT. CARPET C.R. CURTAIN ROD 05MT.IWDW. CASEMENT WINDOW G.T. CERAMIC TILE CULT. CULTi REO D. DRYER COL. DOUBLE D.F. DOUSLAS FIR ViA. OR t DIAMETER DIA6. DIAGONAL DIM. 011,-01EN514N DISP. DISPOSAL VP. DEEP DR. DOOR DRIP, DROP D.S. DOWNSPOUT VTL. DETAIL D.Y'I. VISHWASHER DWG. DRAWING EA. EACH ELECT, ELECTRICAL ELEV. ELEVATION E.N. EDGE NAILING W. EQUAL EXH. EXHAUST EXT. EXTERIOR E.W. EACH WAY FAU FORCED AIR UNIT F.6. FINISH GRADE F.G. FIXED GLASS F.6. FUEL OAS FIN. FINISH FIN.FLR. FINISH FLOOR F.J. FLOOR JOIST FL. FLUSH FLUOR. FLUORESCENT F.M.C. FLOOR MATERIAL CHANGE F.N. FIELD NAILIN6 FND. FOUNDATION F.O.C. FACE OF CURB F.O.H.C. FREE OF HEART CENTER F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS FR.DR. FRENCH DOOR F.R.P. FIBERGLASS REINF. POLYESTER FT6. FOOTING 6• w`r .t r 6YP5',UM Nw • r 6.0. DISPOSAL (9D.O. (SARA.6E DOOR OPERATOR r9r.l. OROUND-FAULT- &I. a ` .{ r IRON OLASS &RD. ORAVE ORNO. 6ROUND +r r BEAM (91ROM TRUSS H.G. HOLLOW GORE H.D. HOLD DOWN ANCHOR HDR. HEADER HOT. HEIGHT HNGR. HANGER HM HEATER INSUL. INSULATION INT. INTERIOR L. LAVATORY LAM. LAMINATED LAM.PLAS. LAMINATED PLASTIC L.F. LINEAL FEET/FOOT L.L. L06 L16HTER L.T. LAUNDRY TRAY LUM. LUMINOUS LVR. MAR. MARBLE MAS, MASONRY MAX. MAXIMUM M.B. MACHINE BOLT M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM MIR. MIRROR M=L MICRO LAM M.O. MASONRY OPENING MTO. MOUNTED MTL. METAL N.G. NATURAL GRADE N.140. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE 055..- •- ON R O.H. OVERHEAD OP& OPENIN& OSA OUTSIDE O.S.B. ORIENTED STRAND BOAR-7 S. SINK S.G. SOLID GORE SCH. SCHEDULE SCRND. SCREENED SEC. SECOND SECT. SECTION SEL. SELECT SELSTR. SELECT STRUCTURAL SM. SERVICE S.H. SINGLE HUNG , SHT. SHEET SHTH& SHEATHING 5HWR. SHOWER SL. SLIDING SPL. SPLASH SPN. SILL PLATE NAILIN6 5 8 P SHELF 3 POLE S.S. SERVICE SINK STD. STANDARD S.V. SHEET VINYL STRUGT. STRUCTURAL SK SWITCH T. TREAD T $ B TOP 4 BOTTOM T.C. TRASH COMPACTOR TEMP.6L. TEMPERED GLASS T 8 6 TONGUE 4 6ROOVE Tit TRUSS JOIST T'M.G. TIME CLOCK T.O.G. TOP OF CURB T.O.M. TOP OF MASONRY T.O.P. TOP OF PAViN6 T.O.S. TOP OF SLAB T.O.W. TOP OF WALL T.V. TELEVISION UNFIN. UNFINISHED U. URINAL U.N.O. UNLESS NOTED OTHERWISE VAN. VANITY VEN. VENEER VERT. VERTICAL V.6. VERTICAL GRAIN V.S. VAPOR BARRIER V.P. VAPORPROOF W. WASHER 1" / WITH P.B. PUSH BUTTON A.C. WATER CLOSET P.C. PORTLAND CEMENT M• WOOD P.G. PULL CHAIN WOW. WINDOW PGE. PIECE W.H. WATER HEATER PH. PHONE IW/O WITHOUT PLT. PLATE W.P. WEATHER PROOF PLAS. PLASTER NUR WARDROBE PLYWD. PLYWOOD AT. WEIGHT PNL6. PANELING FOL. POLISHED ROOM/AREA ABBREVIATIONS PPG. POLISHED PLATE GLASS BA. BATH PR. PAIR BDRM. BEDROOM P5F POUNDS/SQUARE BRM. BROOM FOOT CLO. GL05ET Psi POUNDS/SWARE INCH DIN. VININ6 P:L PARALLAM DR. DRESSING P.T.D.F. PRESSURE TREATED ENT. ENTRY VOUSLAS FIR FAM. FAMILY PVC. POLY VINYL CHLORIDE GAR. 6ARASE KIT. KITCHEN R. RISER LAU. LAUNDRY RAD. RADIAL/RADIUS LIB. LIBRARY R.A.6. RETURN AIR GRILLE LIN. LINEN RECPT. REGEPiAGLE LIV. LIVING REF. REFERENCE M.BA. MASTER BATH REFER. REFRIGERATOR M.BR. MASTER BEDROOM REINF. REINFORCING MDR. MASTER DRESSING RE15 RE -SAWN PAN. PANTRY REQ'D REQUIRED FOR. POWDER ROOM REV, REVERSE RTR. RETREAT REV. REVISION/REVISE SER. SERVICE R.J. ROOF JOIST STO. STORAGE RO. ROUGH KM WARDROBE RO-IN ROUGH -IN KI.0 WALK-IN CLOSET R.O. ROUGH OPENING RO/5 ROUGH SAKI CODE ABBREVIATIONS R.R. ROOF RAFTER RWD. REDWOOD U.B.C, UNIFORM BUILDING COVE U.M.G. UNIFORM MECHANICAL CODE U.P.C. UNIFORM PLUM15iN6 CODE N.E.G. NATIONAL ELECTRICAL CODE B.O,C.A. NATIONAL BUILDING GAVE ossaus r m ARCHITECTURAL r'Ry WOOD OR METAL STUD WALL. NON -RATED WOOD OR STUD WALL. THERMAL OR SOUND INSULATED 777.77,77= BRICK OR CONCRETE BLOCK WALL OR VENEER PRE --CAST OR POURED--IN--PLACE CONCRETE WALL ® WOOD, FINISH, 3/8" OR LARGER SCALE DETAIL C WOOD, ROUGH, CONTINUOUS MEMBER, 3/8" OR LARGER SCALE DETAIL ® WOOD, ROUGH, NON --CONTINUOUS MEMBER, 3/8" OR LARGER SC. DETAIL MINERAL WOOL OR FIBERGLAS BATT INSULATION DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE NO FURRED CEILING OR SOFFIT AT HEIGHT SHOWN. 2 X 4 0 16" O.C. 0 UNLESS OTHERWISE SHOWN ON THE DRAWINGS ELECTRICAL NOTES I -}- SURFACE MOUNTED CEILING LIGHT FIXTURE RECESSED LIGHT FIXTURE HANGING LIGHT FIXTURE VP. RECESSED LIGHT FIXTURE W/ VAPORPROOF LENS COVER WALL MOUNTED LIGHT FIXTURE f-o--I SURFACE MOUNTED FLUORESCENT FIXTURE / UNDER CABINET LIGHT FIXTURE ® RECESSED FRACTIONAL HP EXHAUST FAN, SWITCH CONTROLLED � RECESSED COMBINATION LIGHT/EXHAUST FAN, SWITCH CONTROLLED 120V DUPLEX CONVENIENCE RECEPTACLE =E 220 240V SINGLE CONVENIENCE RECEPTACLE FI 2 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, 1/2 HOT =?)= 120V, DUPLEX CONVENIENCE RECEPTACLE INSIDE CABINET WP. 12OV, WEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE 120V. GROUND FAULT CIRCUIT- INTERRUPTER (GFCI) DUPLEX =1D: WP. 120V, WEATHERPROOF G.F.C.I. DUPLEX CONVENIENCE RECEPTACLE Q 120V FLOOR TYPE DUPLEX RECEPTACLE, W/COVER --Efl-- SINGLE POLE LIGHT SWITCH THREE --WAY LIGHT SWITCH - FOUR --WAY LIGHT SWITCH PH. TELEPHONE JACK TV. TELEVISION ANTENNA / CABLE JACK P.B. PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPERATOR !!• DOOR CHIMES 40 THERMOSTAT, VERIFY LOCATION WITH HEATING & A/C LAYOUT JUNCTION BOX, WITH COVER OR ADAPTOR AS REQUIRED SMOKE DETECTOR, ICBO APPROVED, CEILING MOUNTED, HARD WIRED AND W/ BATTERY BACKUP CEILING FAN JUNCTION BOX, WITH COVER OR ADAPTOR AS REQUIRED SECURITY SYSTEM MASTER UNIT MECH-ANICAL &---PLUMBING FD FLOOR DRAIN (FD) OR AREA DRAIN (AD), AS NOTED 0 RD ROOF DRAIN (RD) HB HOSE BIB (HB) HB SO HOSE BIB WITH SHUT OFF VALVE (HB/SOV) FG FUEL GAS OUTLET (FG) (___Zy LOOSE KEY VALVE (KEY) Cn w 0 0 c.> 2: 0 z in rn 0 Vj W W z� • j 1. 0 �IE)3_ 3 U C 101 ►I ■ 4 z 0 M MANDATORY REQUIREMENTS MF-1R FORM Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with an asterisk N 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 manufacturer's labeled R-Value. X 150(c): Minimum R-13 Wall 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, }( 150(I) : 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 Infiltration/Exfiltration Controls. 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fab(cated) 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 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 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 c 150(m): Ducts and fans 1, All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC 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 requirements of UL181, UL181A, or U1181B . If mastic or tope is used to seal openings greater than 1 /4 inch, the combination of mastic and either mesh or toe small be used. Building caviiies 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 addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2, Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, dampers. X manually operated 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 solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N f 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 luminaire 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 are IC (insulation cover) approved. X c14.8 General Requirements 05.8.1 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 all 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. c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall 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 COMPLIANCEt RESIDENTIAL Page 1 CF-1R _________ Pr oject Titte.......... PROPOSED DISTOR RESIDENCE Date„ 07/25/05 11, 371 41 Project Address,.,,.,., 2014 W ADRIN WAY *AAA*WX --- ------------ SANTA ANA #v6, 013K "/Tba�at I Documentation Author,,, Christopher S. Leighton ������I �► Terry Engineering I ___-__ 13691 Red HItt Ave, I Pton CI Tustin, CA 92780 1 1 (714) 838-1124 1 FletolCheck/ -Date I Climate Zone,,....,,... 08_____________________ Comptiance Method,,..., MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6.01 Flle-S0505510 Wth-CTZO8S92 _ Program -FORM CF-1RI I user#-MP0206 User -Terry Engineering Run -PROPOSED DISTIOR RESIDENCE I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Ftoor Area...., 1818 sf Building Type .............. Single Fam€ty Detached Construction Type .,....... Existing Ptus Addition Bul(ding Front Orientation, Front Facing 45 deg (NE) Number of Dwetting Units,,. 1 Number of.Stories.......... 1 Ftoor Construction Type.,,. Stab On Grade Glazing Percentage.. ,...... 13.6 % of floor area Average Glazing U-factor; , , 1,27 Btu/hr-sf--F Average Gtazing SHGC;, ... 0,8 Average Ceiling Height.,... 8 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Totat Assembty Type Type R-vatue R-vatue R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic -- New Attic Celt Walt n/a R-0 R-n/a R-0 0,386 Existing Ext W Walt n/a R-13 R-n/a R-13 0,088 New Ext Watt Wall n/a R-13 R-n/a R-13 0,083 New Gypboard W Walt n/a R-0 R-n/a R-0 0,322 Existing Gypbo Door n/a R-0 R-n/a R-0 0,330 Exterior Door StabEdge n/a R-0 R-n/a F2=0,720 Covered StabEdge n/a R-0 R-n/a F2=0,550 At Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins WindowFront (NE) 12,0 1,280 0,800 Standard Standard None Window Front (NE> 16,0 1,280 0,800 Standard Standard None Window Front (NE) 16,0 1,280 0,800 Standard Standard None WI ndow R I ght (NW) 24, 0 1,280 0. 800 Standard Standard None Window Right (NW) 4,5 1,280 0,800 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-IR --- Project Titte......... , PROPOSED DISTOR RESIDENCE Date .07/25/05-11i37i41 I MICROPAS6 v6.01 FIte-S0505510 Wth-CTZ08S92 ` Program -FORM CF-iRI_ i User#-MP0206 User Terry Eng€s_neering Run PROPOSED DISTOR RESIDENCE -__T-I -_-, FENESTRATION------------ Over- Area U- Interior Exterior hang/ Orientation ----- (sf) Factor SHGC Shading Shading Fins Window Right (NW) 6, 0 1, 280 0, 800 Standard Standard __-- None Window Right ( NW) 12, 0 1, 280 0, 800 Standard Standard None Window Back ( SW) 16, 0 I, 280 0, 800 Standard Standard None Window Right (NW) 20, 0 1, 280 0. 800 Standard Standard None Door Back ( SW) 40.0 1,250 0, 800 Standard Standard None Window' Back (SW) 20, 0 1. 280 0. 800 Standard Standard None Window; Back < SW) 20, 0 1. 280 0, 800 Standard Standard None Door Left (SE) 40.0 1,250 0,800 Standard Standard None SLAB SURFACES Area Stab Type (sf) Standard Stab 1818 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace 0.780 AFUE n/a Attic R-4,2 No No SetBack ACSptit 10,00 SEER No Attic R-4,2 No No SetBack WATER HEATING SYSTEMS --------------------- Number Tank External In Energy. Size Insutation Tank Type Heater Type Distribution Type System Factor (gat) R-value Water Heater to meet minimum CEC Standards REMARKS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- F-1 R FORM CERTIFICATE OF COMPLIANCEi RESIDENTIAL_ Page 3 CF-1R Project Title,,,....... PROPOSED DISTOR RESIDENCE Date,,07/25/05 Ili 37141 ------------------------------------------------------------ I MICROPAS6 v6,01 Flte-S0505510 Wth-CTZ08S92 Program -FORM CF-1R ~I I User4-MP0206 User -Terry Engineering Run -PROPOSED DISTOR RESIDENCE I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance tists the bultding features and performance spec IfIcat Ions needed to cohpty with TItte-24, Parts 1 and 6 of the Catifornia Code of Regutations, and the administrative reputations to Implement them, This certificate has been signed by the individual with overall design responsIbItity, When this certificate of comptlance is submitted for a singte building plan to be bulIt in multipte orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name.,;, __i_ _-- Name.,,. Christopher S. Leighton Company, MR AMADOR�R�DISTOR --_- - Company. Terry Engineering Address, 2014 W ADRIN WAY Address. 13691 Red Hitt Ave, SANTA ANA CA 90704 Tustin, CA 92780 Phone... (714) 546-3232 Phone. (714) 838-11if License, ------------------------- AV Signed, ,------- _---------- S I geed, (.date) tda e) ENFORCEMENT AGENCY Name, , , ,-__----egr 1Er►geer+-- T I t E e, --—93�i91 #e+-Mill-A*�eriae— Agency, _----TAistin, CX92M --- ---------- -1A.838-"24----- Phone,,, _ __ _ ---------- Signed -, - ______ (date? UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION ATi www, energy, ca, gov/t 1 t te24 (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, ltJJ W C'> Z W cv c� s< '71r w C Deco FESStrg + i No. 17014 Exp. 3-31-2006 , it c&\ice L V) 0 Li J) Z U 0 1-- < < rt-- Q Li V) 0 n 0 CL CC) UJ ry i-- Li_1 13! Cy O 0 Q 0 CV Z cn Date: 07-26-2005 Scam: AS NOTED Drawn: CL checked: JT Plot Date: 07-26-2005 Job No: 050551 sheet: T 24 I aAl-In" Amr5fIrInN 0 THRESHOLD - PROVIDE 51TUMINOU5 COATING ON THRESHOLD FOR SEPARATION OF ALUM. 4 CONC. (OR PRESSURE TREATED SILL LET IN TO SLAW OR OTHER APPROVED MEASURE TO 15OLATE/PROTECT PER C.S.C. 2004.5 CONCRETE SLAB SEALANT 14 2X REDWOOD SLEEPER (WHERE OCCURS) CONCRETE STOOP "OTES 17 E)v INVICATIE DROP ROP IN SLAID (SEE Vr=TAIL) 02-117D 10/16/02 TYPICAL SILL-SLIVIN& DOOR (E AT FIRST FLOOR SCALE: N.T.S. SCALE; 1/411= 11-011 0 FINAL WRFACE AT LANDSCAPE FINISH GRADE NAT. OR COMP. 2X4 STUD WALL ANCHOR BOLT PV WASHER K/ EMBEDMENT PER ANCHOR BOLT INSTALLATION DETAIL CONCRETE SLAS Vil RENF. AT MIDDLE THIRD OF SLA5 VISWEEN FILL AS (REQUIRED) (L FINISH (5RACE-NATURE WE OR COMPACTED TOP EAR VV MIN 2" rLR. IL TO OR FORMED It i CONCRETE SURFACE 10 BOTTOM BAR Vi/ MIN. 30 wo IL .4 z CI-R. AT UNFORMED CONCRETE SURFACE To SOIL P410TH PER PLAN 00 FT6 AT EXTERIOR HOUSE - ONE POUR 0 2X4 STUD WALL ANCHOR BOLT YV WASHER Vil EMBEDMENT PER ANCHOR BOLT INSTALLATION DETAIL CONCRETE SLAB YV RENF. AT MIDDLE THIRD OF SLA5 VISWEEN FILL AS (REOUIRED) FINISH GRAVE -NATURE OR COMPACTED TOP BAR YV MIN 2" CLR. TO OR FORMED CONCRETE SURFACE 50TTOM BAR VV MIN.311 C,LR. AT UNFORMED CONCRETE SURFACE TO SOIL .'f7 0 WIDTH PER PLAN f=Tc-7AT rixTrmoR House - ONE PouR rB- 0 CONC. SLAB VV MARE MC-514 PER FOUNDATION PLAN @ #4 1701EI-5 0 24" < EXISTING / NEN FOOTINIGS 0 (1) #4 BAR 0 TOP 4 WT. ?v 5IMP50N ET-22 EXPDXY 1A Ift L21LI 1 11 EXISTING7 FOOTINCH N n z 0 0 It 71 0 z 0 z 0 It 0 z x L.Li cr) � ,-tt UD co C) U 1 ei- 2-1 o Z VEER k7 f938 0 0 c 94 c A E3 wlffol� AMMITInN } PROVIDE A !-HOUR FIRE TED OGGIN'ANGY �I 1 '®10 I SEPARATION BETWEEN D IN6 AND 6ARA6E I / ✓ } A6 REQUIRED PER SECTION M2.4 (EXCEPTION 3) (E) } AND TABLE 3-5 OF THE GALlFGl.RNIA BUILDING I 20 } CODE FOR GROUP R DIVISION 3 VD GROUP U i=199 D OR I DIVISION I OCCUPANCIES. I STRUCTURAL. MEMBERS SUPPORTIN6'�tORIZONTAL / OCCUPANCY SEPARATION SHALL CO Y WITH i 1j' 1 f I SECTION 3022 OF CALIFORNIA BUILDI GODS. i I j _ I t E! G � LI Y IN j } } — _ ___. — — — — — — _ — _ ._.._. M T } I (iG K I T C H N isOPENAIDLE DlSOLOTUBE f } } SK* L16HT }_______________________________rt I / i ro=,,l:o � ii1 I 0 b (IE) I 3 H I I I NTR I I } # ft EX15Ti6 4030 SL. / I f I } I I (E) BEDROOM 2 (E) BEDROOM 3rB } I I I } I ► __._...__-__--.._._____.._---______- SCALE: 1/4"a P-O" SQ. FOOTAGE EX15TlCs FLOOR PLAN 1104 EXISTIG TOTAL lloq EXISTIG GARAGE 3413 ADDITION FLOOR PLAIN NOTE= FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SWARE FOOTAGE OF THE HOUSE AS BUILT. Q J n ry 0_._a II 0 Z Q Q n 0 0 Lj- w ra Lo 't to cap a � I Lo �t U5 co a H i0 �{ Ci %7 c Ito c E� wI U co .� tt cn 1 NAIL SPLICE I. I&d 5[N<=R NAILS AT 16" OC U.N.O. I PER TABLE BELOW. 2, TT-P. STUDS AT 16" O.G. 3, LOCATE STUD UNDER SPLICE OR PFZO\/IPF 2X BLK5. ATTACHED TO ADJACENT 5TUDS3 NI (3) 16d'S EACH SIDE. 5 4, NUMBER OF NAILS 51PEC_iFIED 2 BETWEEN 5PLICIN& POINTS PER TABLE BELOW. 5. S-T22 STRAP. a. SHIM AS REOUIRE -7, PLATE (9 WALL CONT. LONER, � 5, EXTERIOR HALL. NON -LAP CHANNEL CONDITION C NO. OF 16e SINKER 12 la 24 MIN. PLATE LAP 4 FIT 4 FT. 4 FT. 7"rFIGAL 512-51.10E TOP PLATE 2 2 1. FDOFE NAILING 2, ROOF SHEATHING - MQ5T EXTEND TO 5LOC<IN6 5, FULL HEIGHT BLOCKING 4. A35 SEE TABLE FOP, 0 '7 SHEAR PANEL SEE PLAN 2X ROOF IRAr'TFRS 7. STARTER BOARD PER ARCHITECTURAL PN65- F,. SIMPSON HI CAN BE 1)5F:EQ AS AN ALTERNATE TO 50 I&d s PER CONNECTION. 10. NOTCH RAFTER 9 OUTRIGGER DO NOT OVERCU7. 11, SHIM AS REOUIRED. 12, R/R, NEXT 70 WALL N/I&d's @ O.C. 70 TOP PLATE. 15 2X FLAT OUTRIGGER @ 24" O.C. A35 HI A 4a" 4e)" 40" 40" 52" 32" 24' 24" 1(,, 1611 J�GSI6 ev 2X 151-WO 4­ K.P. &_0 N? �—t --- X 2XIO 24"JO-C. AxlT�4� 2xly DP.Arv( X 2XI0 FLAT ATH \V--NAILER 0/ 2X6 al-ro. -1015 2411 0 G. 0 -RAM(9 2Xa Cl-C. JOIST 2X6 CW. JOIST 24 EXISVO F 1 0 240 O.G.LAP W /V/ Jel N )G /1 4 Ao� \J.2XJ 1w A 2 !!1A, K ` 5, 2 0 J24" O.C. 2XIO 2XIO 2411, O.C. I 2411 OC. 70 \"(,o BEOROO .4X6 IN I I 2. Z, 1/0 \?,x ^10 0\ X tK iK 4— /*,24 pry (E) GARAGE \ /I I --t1 11 ­1 y P —EXISTIN6 RIP6E SOAR.0 'HALL Tu CALIF. C KITCH�N' t2" VIA. SOLOTU5E 2X ROOF TRUSSE�� 0 24- OC. >f UJ I 0110 � I X ;t r7_1 010 (E)" X I EN7 R I E) H t —T tK 0 IV .1� #IT + -4— . . . . . . . . . . . . - - - - - -- - - - - - - - - - - - (E) BEDROOM 2 (E) EDROOM 3 GIRDER TRUSS — — — — — — — — -- — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — EXISTING FR-AtLING PLAN, t, AANN& &ws& SCALE: 11411= 11-011 UU11TION FR0`AArk'j1 I N G 0 r0w` L A N NOTES: I. Concrete shall be proportioned provide mlnlmvn rompresslve strength, P'c, equal to 2500 pot (2a dogs), unless noted otherwise. Refer to post tension drov4inds for higher strength concrete if reqvired, Use t9pe V cement for concrete in contact with soil containing sulfate. (min. f'c, -4500 psi, 25 dogs). 2. All reinforcing, dowels, holdov4ns, and other Inserts shall be secured in posit(on and approved by the loaf building official prior to the pouring of any concrete. 5, Min. concrete cover for refriforcinq.. a - Concrete, placed against earth not formed -3"b - Concrete formed or troweled -:2" r, - Yiolls and curbs -1 1/2'. d- Slob on grade -at center 4. Foundation has been designed assuming min. allowable soil bearing pressure per 0150 Continuous footing.. 1000 P'51F; Isolated footing.. 1000 P51F 6. All continuous exterior footing to have 15/a"clio. x min. 12" anchor bolts with plate viasher, min, -T" embedment Into concrete, of: -72" O.C. unless noted otherNise on plans. One anchor bolt should be located, max. 12'! oyqog from the end of the sill plates. min. (2) A.5.'s per sill plate / shear panel, LUMBER CvKAIDES &x * ax DFL 4x beoms and headers. #2 VFL 2x joists/rafters: #2 r.>FL Studs: Stud grade Top plotes. construction standard, standard or better. Alf rrivd sills to be P.T. DIFIL -7. Special Inspection per 8vlldlnq Code Sec.,. 1*701 is required 4 applies to the folloNing tvpe iNork. (note. 5peclo,l inspectors qyolificotion and responsibilities, should comply with 5vilding Code Section 1101 Requirements.) welding, -All structural welding, Including welding of reinforcing steel andt'rideing of steel decking, - installation and tightening operations for all high -strength friction bolting, - installation and tightening operations for all high -strength anchor bolts. TYPICAL ROOF SHEATHING APA rated sheathing Exp I with a min. po not Index of 241o. refer to NEIR, 105 for installation and conditions of use. 15.K.ad common nail at 6" o.c. E.N.-ad common nail at 6" o.c_ F.N.:5d common nail at IZ' o.c. SHEAR WALL SCHEDULE 14141*7 UNIFORM MILDIN6 COPE / 2001 CAL11POIRWA BUILDING C01;)E FRAMM6 ANCHOR SHEAR WOE FIELD SHEAR SILL PLATE CLIPS PANEL SHEATHING NAILS NAILS CAPACITY NAILING ASSSLSSO'S BOLT Tyre (CIOMMON) (CIOMMOOR LTP45 N) (PLF) SPACING ' 515" APA a d's a d's 2610 led's sinker Walt x 12" rated a 6" O.C. 0 IZ O.C. c 6 o.c. 0 161, O.C. a 48ll O.C. 15/52" APA a d's a d's 550 16ds sinker 15/8x, 1:2 It rated a 4" O.C. o 12 O.C. 0 4" o.c. a 12 04 '. a 32" O'C'. !2 15I32" APA a d's 5 d's 4410 16d's sinker we" x 1:2" rated a S" O.C. a 12" O.C. 3" o.c. 0 101, 041. a 121, O.C. s sn x structural I o 3" O.C. a 12' 0.(:,. 55"" oxo.a. r a a', O.C. ­ 51, O.C. rated (U.N.0) 5/a" $ x 12" 15/52" APA 10 d's 10 d's alto l6d's sinker a 16" O.C. structural I a 2" O.C. a 12" O'C'. a 2" o.c. a 61, O.C. 1,-4/ 5x sill in rated. (U.N.0) contact tN/ concrete PiRovice 5,' NOMINAL OR KVEK f=RAMIN6 AT ADJOINING PANEL EV6ES JoSITH NAILS STAGGERED. USE A35 a 6" O.C. ON 5IMP5ONSTRON6 WALL 4 HAPV'r PANEL (U.N.O.) NOTE: 0 APPROXIMATE 2X4 BRACE LOCATED TO 2XIO NAILER 0/ EXISTIO ROOF mes FmAmiNo. TO CORNER TO CORNER HTT2,2 INSTALLATION HP INSTALLATION 1, PROVIDE MIN. #4 BAR 6'. LONG; 3" TO 5" FROM THE TOP OF THE FOUNDATION CENTERED AT "HD". (BEND RE5AR. AT CORNER) NOTES: * DEEPEN FOOTING AS REO'D. TO ACHIEVE Ic + 4" * REFER TO MANUFACTURER SPECS. FOR INSTALLATION TO WOOD MEMBER MIN. DIST. TO CORNER SHOULD BE MIN. f',:; = 2500 psi (UN.0) 5EE- PLANS FOR HOLPONN TYPES. 5" MIN It I> BOLT T'*(P. Hv4LV0NN INSTALLATION r1 SIMP50N HOLDONN de le ANE—HOR0 AND TYPE POST (MIN) HTT22 1 5/4" 20 5/5" 5/5" (P 55TE324 4X4 HP-5A 1 5/4" fO 5/5' rig 55TB24 4X4 PHP5 1_5_/4- 28_1/8- 55TB54 4X4 HD --BA 1 3/4" 2b 7/5", 715" 0 55TE334 4X4 HD-IOA 11 5/4"1 0 3_5TI53414X6 I to co M 0 0 C *4 C "vom wtA 0 VvIt z 0 0 Cl) CO CO U*) ,* LO 00 cap <D (m so, CO V CO 0 6 .,..4 co 0 z Q < a_ --4 Z (D SCALE., 1/4"= 11-011 I . FASCIA BOARD. SEE ELEVATION. 2, BARGE BOARD. SEE ELEVATION. 3 . ROOFING MATERIAL, REFER TO ROOF PLAN NOTES. 4. ROOF SHEATHIN6. 5. 2X ROOF RAFTERS. 6. 2X GEILIN6 JOISTS. '7 . RIDGE BOARD/BEAM. 6. DROPPED BEAM. q. HEADER. 10. DOUBLE 2X TOP PLATE AT EXTERIOR d BEARING WALLS. 11. 2X FLOOR JOISTS. 12. FLOOR SHEATHIN6. I3 6.1. FLASHIN6.(ROOF TO WALL} 14. 6.1. FLASHING AND SADDLE / CRICKET. 15. 2X SOLE PLATE. 16. 2X P.T.D.F. SILL PLATE. 17. 2X4 STUDS. 15. 2X BLOCKIN6. Iq. 2x6 STUDS. 20. FIBERBATT INSULATION —SEE ENERGY COMPLIANCE SHEET. 21 . 5/8" GYPSUM WALL BOARD 22. 1/2" GYPSUM WALL BOARD 25. EXTERIOR FINISH, REFER TO ELEVATIONS. 24. INTERIOR SOFFIT ( SEE FLOOR PLAN) 25. CONCRETE FLOOR SLAB. GENERAL. 5C: TION NOTES 12 to 4 1 4 1. REFER TO STRUCTURAL ENGINEERS DRAWINGS, DETAILS AND NOTES FOR INFORMATION NOT SHOWN HERE. 3 4 2. SECTIONS REFLECT THE "A" ELEVATION U.N.O. TOP PLT. TOP PLT.% 3. ROOF SLOPE(S) AND OVERHAN6(S) MAY VARY PER ELEVATION. REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATION. 10 a4 (N) rr (E) BEDROOM 5 KITCHEN 23 22 �Fft FL FIN. FLR. SECTION B. 5CALE: 1/411g r-ail 12 4 12 4 16 TOP PLT. TOP PLT. a( ao I F (N) (N) (N) ,7 FAMILY BEDROOM 5 �3EI?ROOM a cll 1`t dJ 23 F1N. FLR. FIN. FLR. T-1 0 N A. SCALE: 1/4"= !'-Q" Lo c co � � cuss i o C) W • sM 0 ,o I cd Q, b 1 Vf C3 � Z d z� < I Z O a� CJ {{Ljj ix s i d LEFT SCALE I!4"- i' O" EXISTINS ADDITION REAR SCALE f!4"m I'-O" TOP PLT. FLR. ✓ EXISTING ADDITION L RIGHT SCALE t` TOP PLT.-, o I 4 1 1 1 1 FIN. kPt.,l 1 t ELEVATION/_ OOF NOTES i . 2x FASCIA, SEE DETAIL. 2. 2x BARGE, SEE DETAIL. 3. EXTERIOR PLASTER OVER PAPER BACKED MIRE MESH. (TO MATCH EXISTING) 4. CONTINUOUS G.I. EXTERIOR PLASTER SCREED, SEE DETAIL. 5. 6.1. SCREENED 4 LOUVERED "GABLE END VENT", SEE ELEVATION FOR VENT SIZE AND LOCATION. (SEE REQ"D. ATTIC VENTILATION CHART FOR MORE INFORMATION). b. FOAM TRIM, SEE ELEVATION FOR SIZE. INDICATES 4:12 SLOPE UNLESS NOTED OTHERWISE ON PLAN. (TO MATCH EXI5TIN6) TYPICAL ROOFING TO BE ASPHALT SHINGLES(TO MATCH EXISTS " TIMBERLINE" I.C.B.O. * ER-5546 TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12' UNLESS NOTED OTHERWISE ON ROOF PLAN. REQUIRED ATTIC VENTILATION THE ATTIC, VENTILATION CALCULATIONS PER C.B.C. SECTION 1505.3 AS FOLLOWS: (A) ATTiG AREA (SC mim FEET). (5) DIVIDE (A) BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INCHES. DIVIDE TOTAL BY 2 TO GET THE NET FREE VENTING REQUIR W BOTH H16H AND LOW. = AREA DIVIDED BY 150 (HIGH AND LOW VENTING NOT REWIRED) (C) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY GABLE END ATTIC VENTS. (SEE BELOW FOR MIN. 50. IN. OF FREE AREA FOR EACH VENT) zm = GABLE END VENT (D) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY ROOF AIR VENTS. (45 SQ. IN. OF FREE AREA MIN. EACH VENT) 9 =HIGH VENT V =LOW VENT (W TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER SAVE VENT BLOCKS. (12 50. IN. OF FREE AREA MIN. EACH) aaae =VENT BLOCK AT TRUSS BA'P (F) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED PLAN P ATTIC REOV GABLE END O'HASIN EAYE TOTAL AREA VENTING VENTS DORMER VENTS VENTS VENTINs (50. FTi ($a IN) f:3�t. IN) FROVII7E (3Q, tNJ f°�Gt !N3 f3C+t. IN AREA-'1 lill "t0�t 1' 0 H16H WA HOH (2)q5-1a0 H16H (02o tan NIGH 110 LOA (I) lib•llb LOW I WA LOW 172 S.I. I" LOW NOTES: ALL VENT OPENING5 SHALL BE COVERED W/ 1/4" CORROSION RESISTANT METAL MESH. ALL VENTS SHALL BE INSTALLED $0 A5 TO MAKE THEM WATER -PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. PROVIDE APPROVED INSULATION DAMS (BAFFLES) WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES FROM BEING BLOCKED BY INSULATION. LOCATE H16H VENTING MINIMUM W-O" VERTICAL DISTANCE ABOVE EAVES. eddhh. 0 e ( I ! ROOF LINE ! BUILDIN& I LINE g0 _____________...____---______,_____ i 1 i t +— 7 I �r-------- _ -------_N Z n W Q O Z O F-- Q .W.f W F-- U Cy ry F- Wt .. .I try 5 0 c U I Q-r I co Q cu 0 co �3 ri y��cis �1 FINISH 6RADE 0 E70A RAFTERS a 16" OG. ti. J EXTERIOR PLASTER W/ SEA C-ONEXTERIOR BEH{ND FLANGE t�2 IX STARTER BOARDS AT 0/ WIRE MESH 26 &A. CORROSION- - t {-}FADER _ - - - - — - - - - - - ' 'MOISTOP' FLASHING PAPER (12" WIDE) OVERHAN6, ROOF SHEATHING AT FIELD _ _ - - - - _ ^ _ _ _ - - N � 5 RESISTANT VEEP SCREED 2 t �.:.f 2X FASCIA PRESSURE TREATED _ ` ROUGHED_{N 60 MINUTE GRADE 1 'D' PAPER (SEE ELEVATION) L: O ' = DOUGLAS FIR SILL PLATE 4 - - - - _ aPFNINC� _ _ _ _ _ _ - - -4 EXTERIOR PLASTER 1 I4 2X BLOGKIN& - - ' , �.:d 60 MINUTE &RACE V' PAPER _ _ 0/ WIRE MESH 2 NON-PERF. TYPE 15 FELT _ - T _ _ - - - - _ UNDERLAYMENT APPLIED GONT. "ROPE" CAULKING - _ - - WINDOW - " - ` --=STRIP - _ - 1 PER AAW.A. CONCRETE SLAB, WHERE OCCURS 5 _ - - ` ROUGH SILL L - , - v 3 26 GA. (9.I. DRIP a - - - -_ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 ASPHALT SHINGLES •• APPLIED PER A.R.M.A.SURFACr: 6 1 STARTER 14" STRIP SEE NOTES SEE NOTES. 1 3 2 4 Z 6 ATTACH A SILL STRIP OF FLASHING MATERIAL AFTER SILL STRIP 15 IN PLACE ATTACH JAMB AT LEAST 12" W10E WITH THE TOP EDGE EVEN STRIPS (SIDE OF OPENING-) AT LEAST T _ _ WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND WAIVE WITH INSIDE E76E OF FLASHIN6 # Y �Y THIS SILL STRIP AT LEAST 14" SEYOND FLUSH WITH EDGE OF WINDOW OPENING. 1 THE EDGE OF THE ROUGH OPENING FOR START JAMB STRIPS I" BELOW THE SILL cI I WINDOW. ATTACH FLASNItN6 WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. STRIP AND EXTEND JAMB STRIPS 12" ABOVE THE LOWER EDGE OF THE HEADER (TOP REFER To STRUGT. NOTE. P OF WINDOW OPENING). SEE ROOF NOTES VASS. FOR SHEAR WEEP $GREED TO BE -- t -I I I f = i t—� { ) 41 () ---I I I FOR DIMENSION REQUIREMENTS. INSTALLED PER I 71 l—1 3 4 UBG SEC, 2506.5 111 1 11(1= T3-0 WI-30 R3-I0 11/20/00 11/20/00 11/20/00 G NEED SCREW AT CONCRETE SLA5 SILL. EAVE AT C.ONCENTION�r�L �1AMIN& 17 1 3 FL-AN6E � 1 SGALEs 3"=1'-O" ° f`1 B ____ SCALE. 3„ =f -O" ASPHALT COMPOSITION SHINGLES (PLUMB GUT) SCALE: 1 I/2"=11-o" DOOR EI. ATTIC ACCESS 110 VOLT ELECTRICAL OUTLET 30" S AOR 0 2X2 BLOCK DOOR FRAME 1 PER GR.MG N 5/6" GDX PLYWOOD 2X RAFTERS a 16" OG. $ 5/6" GDX X 24" MIN. WIDE PLYWOOD LEVEL WORKING PLATFORM �: ✓ WEATHER STRIPPING ; PASSAGEWA'Y - 20'-0" MAX TRAVEL DISTANCE FOR ENTIRE LENGTH OF UNIT 2X4 FLAT AT 24" O.G. HEADER A (SEE FRAMING PLAN) LI6HTIN6 FIXTURE CONTROLLED BY 2X BARGE SHIM SPACE q NOTE SWITCH LOCATED BY ATTIC ACCESS (SEE ELEVATION) i \ ✓ PAU HALL SN LISTED ot IX STARTER BOARDS 4 MOISTOP' FLASHING .� 1 IN ATTICS AND ONCOMBUST- OMBUST- A S AT OVERHAN6, OF PAPER (12" WIDE) 1 APPLY A CONTINUOUS BEAD OF STARTING AT THE BOTTOM OF THE WALL ABLE FLOORING - CLEARANCES SHALL SHEATHING AT FIELD 60 MINUTE 'D' PAPER 1 ! SEALANT TO THE BACK SURFACES OF THE WINDOW FLANGE, THEN PLACE THE WINDOW INTO (SOLE PLATE), LAY WATER-RESISTANT PAPER UNDER THE SILL STRIP. GUT ANY EXCESS BE AS SPECIFIED IN THE LISTING � NON -PEKE. TYPE: 15 5 3 { 6 5 GRADE i THE ROUGH OPENING WITH FLANGES OVER WATER-RESISTANT PAPER THAT MAY EXTEND (LAP INTO EXTERIOR PLASTER 1 FELT DPE A MOULD WHEN FLASHING NOT REQ'D) 1 • j THE INSTALLED FLASHIN& STRIPS. AFTER WINDOW IS PLACED, INSTALL THE HEAD ABOVE THE SILL FLAN6E ON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT IE APPLIED PER A.R.MA. .R,M. 2 26 6A. 6.1. FLASHING 1 1 FLASFIING OVER THE AINDOW FLANGE. THIS IS ANOTHER STRIP OF FLASHINhS AT LEAST DASH LINES). INSTALL SUGGEEDlN6 GOUR5ES OF WATER-RESISTANT PAPER (5, C, ETC) R 2 �✓ 4 26 6A. G.E. DRIP (NOT REQ'D WHEN DOOR WHIM, QY JAMS AND HEAD FLANGES IN 5HIN5LE-BOARD rye` IS PROTECTED BY A 36° MtN, 1 4 FASHION PAGER SHOULD RUN CONTINILiOUSLY�� SHINOLES OVERHANG OR SOFFIT) 1 OVER HEAD WITH NO SPLICES ABOVE WINDOW APPLtEDASPHALTPER ARM.A. EXTERIOR PLASTER 6 i 5 Of WIRE MESH i 2 NOTESs SECTION 1402.2 , UNIFORM SUILDIN6 CODE LINE WIRE, WHEN USED AS BACKING TOO SUPPORT {o EXTERIOR PLASTER MOULD 1 CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS WATER-RESISTANT SUILDIN6 PAPER OR FELT �~ EXPOSED TO WEATHER TO MAKE THEM WEATHER BENEATH LATH FOR STUCCO SHOULD BE INSTALLED \ E ROOF NOTES j PROOF. SINCE U.S.C. DOSS NOT OUTLINE ACCORDING TO INDUSTRY STANDARDS AND PRACTICE. PROCEDURES FOR WINDOW PLASHING, TECHNIOVE6 NO ATTACHMENT DEVICE NOR THE WIRE BACKING / 16" MAX. 10 `A 3 SHOWN HERE ARE RECOMMENDEP. USE "MOISTOP" SHOULD COVER OR PENETRATE FLASHING MATERIAL. FLASHING BY FORTIFIBER COW, OR EQUAL PERIPHERAL FLASHING AT ALL EDGES OF WALL I i REFER To STRUGT. th t WHENEVER POSSIBLE FOR FLASHING MATERIAL. OPENING N115T COVER W1RE SACKING, 1 DASS. FOR SHEAR REQUIREMENTS. CAULK BACK OF WINDOW FRAMES BEFORE SETTING. t'�Z USE WINDOWS THAT ARE 104ATERTI614T. �•/ 26 GA. 0.1. FLASHING REQUIRED AS SHOM IN DI -ID OTHER WINDOW DETAILS TO BE INSTALLED BY WI-24E 6 Mi-6B R3-5G 11/20/00 SHEET METAL CONTRACTOR. 11/20/00 10/16/02 5/3/02 HEAD NINDOA FLA IN& INST LATION HORIZONTAL. FAU RAKE DETAIL (183]DOOR .�4 ,�� � � SCALE: 3"=I'-O" NOT TO SCALE ATTIC, INSTALLATION SCALE: I"=1'-O" ASPHALT COMPOSITION SHINGLES (PLUMB GUT) SCALE: 1 1f2"=I'-O" 0 1/4" HARDWARE CLOTH 5 S IGONTPOOR FRAME O HINVOA FRAME STAPLED TO BACK OF BEHIND FLANGE W/ CONT. SEALANT BEHIND FLANGE 2X BLOCK 2 1 VENT BLOCK HOLES GL� 'MOISTOP' FLASHIN6 PAPER (12" WIDE) MOISTOP' FLASHIN& PAPER (12" WIDE) (SEE ELEVATION BELOW �. FOR SIZE AND SPACING) ` V 60 MINUTE GRADE 60 MINUTE GRADE 2X SAVE BLOCK (SEE l 'C' PAPER 'D' PAPER l / AND SECTION ,( }' VIEW ELEVATION EXTERIOR PLASTER 3 EXTERIOR PLASTER FLU 6pF INSULATION (REFER TO �N�K`O� 0/ WIRE MESH 4 f O/ WIRE MESH 4 ENERGY CALCULATIONS tt9 3 4 6 �.:./ FOAM TRIM, SLOPE TOP 5 HEADER BY OTHERS) (MIN. 2 lb. PGF) i _ - - 1 (SEE FRAMING PLAN) i 1 O/ BROWN GOAT I 1 1 PROVIDE ° APPROVED EAVE BAFFLE BETWEEN � ti.: / 2 GLASS FIBER MESH 2 ROOF FRAMING MEMBERS / � EAVE AT TRUSS O/ PRIMER ADHESIVE 5 (TRUSSES OR RAFTERS) TO PREVENT SAYE VENT ± COLOR GOAT I 1 5 1 HOLE FROM BEING BLOCKED 4" EQ. CO. EQ. 4" BY INSULATION. I -- HEADER 7 (SEE FRAMING PLAN) i i 1 k 6 DE516NED W000 TRUSSES '• 3 • OR 2X ROOF RAFTERS ' E ELEVATION AT H4OLESDIA. w t I SSES 5 2 I 02-150 WI -ID 11/20/00 11/20/00 SLIVINC7 DOOR HE HE 19 5 ' 7 3 EXTERIOR PLASTER OVER FOAM TRIM SCALE: 3"=I'-O" SCALE: 3"=1'-O" -fy0��B 0 SL{DIN& DOOR FRAME 0 WINDOW FRAME � P* ©\d 4 6 W/ CONT. SEALANT W1 CONT. SEALANT N� 1N 1'A" OLD Poe) BEHIND FLANGE BEHIND FLANGE `MOISTOP' FLASHING M0I5TOP' FLASHING PAPER (12" WIDE) PAPER (12" WIDE) EAVE AT CON\/. 60 MINUTE GRADE 60 MINUTE GRADE ti./ 'D' PAPER ./ 'D' PAPER EQ, EQ. EQ. EQ. a✓ EXTERIOR PLASTER ! 524 3 EXTERIOR PLASTER 3 2 4 O/ WIRE MESH TT O/ WIRE MESH FOAM TRIM (MIN. 2 tb. PGF)(3) 2 1/2" VIA. HOLES 0/ BROWN GOAT- - - - - - - GLASS FIBER MESH t t �.r./ 0/ PRIMER ADHESIVE t t I t SECTION ELEVATION AT � 7 � COLOR GOAT • _ ' _ :._..,.____ COW. FRAMINO NOTES: 1. SEE 6ENERAL NOTES AND PLAN SPECIFICATIONS FOR VENTILATION REQUIREMENTS. 2. EACH BLOCK PROVIDES APPROXIMATELY 12 SO. INCHES OF VENTILATION. 3. MINIMUM BLOCK SJZE 2 X 4 X 14 1/2". 4, TRUSS FRAMED AREAS - I VENT BLOCK AT EVERY THIRD BAY. 5. CONVENTIONALLY FRAMED SLOPED GEILIN6 AREAS - I VENT BLOCK AT EACH BAY. RI-48C, ' 02-150 :WI-2D 4/30/02 11/20/00 � !i/o/Oo EAVE VENT BLOOK DETAIL rA^ 5L1 IN6 DOOR JAMS JAMB 20 8 4 NO $GALE EXTERIOR PLASTER OVER FOAM TRIM SCALE: 3"=I'-O" SCALE: 3"=I'-0" 4 In i i J W Z W C? Z 0 © cr-2 WX LL V l WLL ofZ V) ix Q W W W Z� z V\ ` N x` 11111111 co -%f co .-s a Lo "E m WW C?o i3 H O c r-s ww� 1 cd . ww G O cd 'd 0