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HomeMy WebLinkAbout10140539.pdf1. THE SCOPE OF THIS PROJECT IS AS GENERALLY DEPICTED ON THESE PLANS. POINTS OF CONNECTION, NOT LEGAL DESCRIPTION: TRACT # , LOT # SPECIFICALLY DEPICTED, THAT NEED TO BE MADE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL CITY OF SANTA ANA, COUNTY OF ORANGE WORK PERFORMED EVEN IN REMOTE AREAS OF THE BUILDING OR SITE, PERTAINING TO THIS PROJECT SHALL COMPLY WITH THE INTENT OF CONTRACT DOCUMENTS. OCCUPANCY!` GROUP R-3 , RESIDENTIAL 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS TYPE OF CONST.. TYPE V-N, 1 STORY BUILDING BEFORE FINALIZING THEIR BID AND BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE DESIGNER ATTENTION BY SCOPE OF WORK: ADDING DECK, KITCHEN AND BATH RM WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR DESIGNER. 3. THESE DRAWINGS ARE BASED ON FIELD OBSERVATION AND DOCUMENTS FURNISHED BY THE OWNER. THE TOTAL EXIST. 1ST FLOOR EXCLUDED GARAGE -- LOT SIZE 5000 SQ 1157 'SQ.FT FT. DESIGNER SHALL BE NOTIFIED IMMEDIATELY BY THE. CONTRACTOR OF ANY DISCREPANCIES OR OTHER QUESTIONS -- PERTAINING TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF - TOTAL EXIST. 2ND FLOOR 849 SQ. FT. ANY ERRORS, DISCREPANCIES OR OMISSIONS THAT THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER OF BEFORE - EXIST. 2 CAR -GARAGE 400 SQ. FT. CONSTRUCTION AND/OR FABRICATION OF THE WORK. - NEW ADDITION AREA : 292 SQ. FT. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE. THE CONTRACTOR SHALL - NEW DECK AREA - HEIGHT OF STRUCTURE 198 SQ. FT. 21'--8" REPORT TO THE DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. THE DRAWINGS SHALL NOT BE SCALED. - LOT COVERAGE ( INCLUDED GARAGE) 1849 :: 5000 = 36.9 % 5. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF UNIFORM BUILDING CODE, ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK. 1 4 -Amok, .dgmmb. IN- CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 6. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLAN WORKMANSHIP AND 9 MATERIALS SHALL CONFORM TO THE U.B.0 LATEST EDITION. ` 7. WORKING DIMENSIONS SHALL NOT BE SCALE FROM DRAWING. 8. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. REMODELING T 1. EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 1 2. CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR SHORING TO THE EXISTING STRUCTURE WHICH MAY BE REQUIRED DURING CONSTRUCTION. PROPERTY LINE 4. USE SIMPSON ST6224 TO TIE IN TO EXIST TOP PLATES. , 5 2-0)) T ISPECIFICATION ® ,_. �. 1.,. *am mom.� nowmom � o 0 1. CONCRETE STRENGTH SHALL BE MIN. 2500 PSI IN 28 DAYS. 2. REINFORCING STEEL SHALL BE MIN. ASTM A 615 GRADE 40. 3. NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS _ REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS. OWN 4. SOIL BENEATH FOOTINGS AND SLAB SMALL BE COMPACTED PER UBC ( 907* RELATIVE COMPACTION MIN.) 0j REAR YARD 5. THE MINIMUM BOLTING- FOR SILL PLATES TO FOUNDATION ( UNLESS OTHERWISE NOTED) o SHALL BE AS FOLLOWS: - USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN. EMBEDMENT IN CONCRETE NEW ROOF - SPACING NOT GREATER THAN 4 FEET O.0 NOR FURTHER THAN 12 INCHES FROM CORNER 17'--21" 19'- 0" 5'-0" (MINIMUM TWO BOLTS PER PEICE).A L. 6. SEE FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS, WOOD 1. ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH COAST REGION, 10'_0I, { GRADE IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. f NEW DECK ABOVE NEW -L)DITIQN { 2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOW: I 198 SQ.AE3 292 .FT.) 5I 000, ROOF & FLOOR BEAMS.........................................NO. 1 `- I - ROOF &FLOOR JOIST.........................................NO. 2 EXTERIOR WALL. STUDS: I F__________-.___ { LESS THAN 10 FEET IN HEIGHT .....................STUD OR NO.3 i / I GREATER THAN 10 FEET.................................NO. 2 I { i � INTERIOR PARTITION STUDS.....................................STD. OR CONSTRUCTION I I t BLOCKING OR BRIDGING.........................................ULTILITY I / POSTS & HEADER.......................a.............................NO. 2 ( ( i KIT46HEN � II W � 3. ALL SOLE PLATES AND WOOD THAT IS LESS THAN 1-1/2- INCHES CLEAR FROM MASONRY OR I EXISTING EXIS LNG CONCRETE SHALL BE PRESURE TREATED DOUGLAS FIR. BEDROOM eEoaM 4. WALL, FLOOR AND ROOF FRAMING SHALL BE CONFORM TO CHAPTER 23 OF U.B.C. I { I NEW ABBREVIATIONS I I ROOF { CLOSEr CLOSET I { A.B. ANCHOR BOLT EQ. EQUAL ADJ. ADJACENT EXT. EXTERIOR PR. PAIR A.F.F. ABOVE FINISH FLOOR E.W.W,M. ELECTRO WELDED WIRE MESH PVC. POLY VINYL AVG. AVERAGE FIN. FINISH REINF. REINFORCING A.D.A. AMERICANS WITH DISABILITY ACT F.F. FINISH FLOOR REQ'D. REQUIRED BD. BOARD FIG. FOOTING RM. S.C. ROOM SOLID CORE BLDG. BUILDING GA. GAUGE SHTHG. SHEATHING BLKG. BLOCKING G.I. GALVANIZED SIM. SIMILAR CLG. CEILING GL. GLASS STL. STEEL CLO. CLOSET GYP.BD. GYPSUM BOARD SW. SWITCH G.L. CENTER LINE H.C. HOLLOW CORE S.M.S. SHEET METAL SCREW CONC. CONCRETE HDR. HEADER T&B TOP AND BOTTOM C.M.U. CONCRETE MASONRY UNIT iNSUL. INSULATION TEMP.GL TEMPERED GLASS C.T. CERAMIC TILE INT. INTERIOR TYP. TYPICAL D.F. DOUGLAS FIR MFGR. MANUFACTURER V.C.T. VINYL_ COMPOSITE TILE DIA. or �► DIAMETER MIN. MTI.. MINIMUM METAL VEN. W/ VENEER WITH DIM. DIMENSION N.T.S. NOT TO SCALE W.C. WATER CLOSET DWG. DRAWING O.C. ON CENTER WD. WOOD EA. EACH PLAS. PLASTER W.H. WATER HEATER ELEV. ELEVATION PLYWD. PLYWOOD WT. WEIGHT SHEETINDEX A 1.0 TITLE SHEET, EXIST. OVERALL SITE PLAN, DEMO FLOOR PLAN NEW FLOOR PLAN A 2.0 FOUNDATION PLAN, NEW FRAMING/ROOF PLAN, A 3.0 ELEVATIONS, SECTIONS AND DETAILS A 4.0 CERTIFICATE OF COMPLIANCE AND DETAILS VICINITYMAP ff { (E) I DINING 00{ .. { BATH I { { { In 01 tt J t1 r { i i 5 j-0" # ;I ►t 3 1, tI i EXISTING 1 i EXISTING { ` GARAGE # i LIVING ROOM ROOF {t ( E ) ROOF 10>_0" I I I PORCH t _. ` _. ._ . { t { L_ ..._ . _. _._ .� _ _ -._.�. r �. J (E) WINDOW TO E REMOVED AND R PLACE WITH BAY WINDO E) ROOF E) L..ANDSCAPE (E) CONC. DRIVE WAY i t c mom NNW 1000 00__00� 000 00 1 0 It go PROPERTY LINE REMOVE EXIST. STUCCO AND REPLACE W/ 1 LAYER OF 1 /2" PLYWOOD EXISTING BEDROOM OW," SCALE: 118'- f-011 10'-a" (E) WINDOW EXISTING BEDROOM (E) EXIST. BATH � O { { EXTERIOR WALL TO BE REMOVE EXIST. WINDOW r DEMOLISHED -SEE STRUCTURE { a I SHEET FOR BEAM SUPPORT { (24 SF.) AND FILL IN WALL I► ► EXIST. COUNTER AND UPPER „I I { CABINET TO BE REMOVED Ic , { EXIST. SLIDING DR. TO II { I KITCHEN Iii BE REMOVED ({ 56 SF. II I I„ Li II I II I II I II I DINING EXTERIOR WALL TO BE DEMOLISHED --SEE STRUCTURE > j SHEET FOR BEAM SUPPORT II fli III SLIDING WINDOW. (16 SF.) t E a TO BE REMOVED i� 1.7' -2" is I I V G v v 1J c %..,I r\ ` I ABOVE r � 7 I 2'-1" L 2'-6" L L L L 2'-6" L, 2'-0" CJ (E) CONIC. a-4 WALK m 4R }. GAR AGE ' - <u: VANNESS NOTE: BATTERY OPERATED SMOKE: DETECTORS 0 EXIST. CONSTRUCTION. � t . ''A--^" `Vs A m (E) WINDOW 7 A3.0 g12 ,Z:i9 0" FLOOR PLAN SYMBOLS EXISTING PARTITIONS SD SMOKE DETECTOR EXISTING PARTITION (NON BEARING) TO BE REMOVED {� EXHAUST FAN NEW PARTITION EXISTING DOOR SECTION AND FRAME SHEET" SECTION MARKER NEW DOOR AND MARKER DETAIL :3a) (SEE DOOR SCHEDULE) r(D DETAIL MARKER SHEET # EXISTING WINDOW ELEv # ro REMAIN SHEET # ELEVATION MARKER SY � TO EXISTING T I REMOVED EXISTING DOOR EXISTING DOOR I i f TO BE REMOVED TO REMAIN -SMOKEDETEC TORN TES 1- EACH SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING AREA AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA 2- SMOKE DETECTOR SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED W/ BATTERY BACK-UP WIRING SHALL BE PERMANENT. 3- SMOKE DETECTORS SHALL SOUND IN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING 4-- BATTERY OPERATED SMOKE DETECTORS 0 EXIST, CONSTRUCTION. NOTES: PROVIDE 20 AMPS DELICATE CIRCUIT 0 BATHROOM 5'-6" 8'-0" 5'-6" A. T Lil o 10 18 a 1 12'-11" 5'-3" ' 18 F4 " 2'-0" t 121-10" 1t t -a" I t t Q A ... 2'-6" 1 �" ® 00 2 1 51 3'-10" 3'-0" (N) BATH5-9 EXISTING 8'_o" 12'-7" BEDROOM 1 2r 2x6 WALL ___ - ^N 1 6 O _ 6"X18" AIR SUPPLY�ORIL�L '`�•...� 2 N FAMILY ( ` $,-O„ `E) i o 1 1 1 2 t 1 t M i I i{ 10 0 i I EXISTING LIVING ROOM NEW 6' X 4' BAY WINDOW - TO BE SELECTEE BY OWNER yob _ 4X8 HD ST FLOOR PLANIELEC I HI LPLAN (N) KITCHEN g'-O" 1 1 1 2 LAUNDRY NOTES: 6"X 18" AIR SUPPLY GRILL_ CLOTHES DRYER MOITURE EXHAUST DUCT SHALL BE 4 INCHES IN DIA. AND LENGTH IS LIMITED TO 14 FEET WITH TWO ELBOW FROM THE CLOTHES DRYER TO POINT OF TERMINATION. DUCT LENGTH SHALL BE 5 REDUCED BY 2 FEET FOR EVERY ELBOW A3.0 IN EXCESS OF TWO ST FAN 4� i 1` • ROO1"Oliviorl SCHEDULE 8:-011 R UNLESS Drawn By. Frank V. La NOTED R0W Na. ctc. HGr. FLOOR CEILING BASE WALLS 8 FLOOR WALLS 1. NEW TILE 1. DRYWALL PAINTED FLAT 2. DRYWALL PAINT SEMI GLOSS SF CEILING 1. NEW 4" TILE 1. DRYWALL PAINTED SEMI -GLOSS 2. ACCOUSTIC PLASTER CITYAPPROVAL NOTES: WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWER OR TUB WITH SHOWERS. MATERIAL OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABEL CATERGORY 11. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SF. IN OF FLOOR AREA, AND ENCOMPASS 30 INCHES DIA. CIRCLE 807.1.3, 2406,2407, o AND PC412.0) I DATE: 0811012003 1 NEW FLOOR PLAN NOTES JOB NO.: 03-10 NO. DESCRIPTION/DATE BACK CHECK # 1 1- NEW SINK AND CABINET 1 09/15/03 2- NEW TOILET. 3- NEW BATH TUB 30" X 60" 4- 24" X 30" ATTIC ACCESS PANEL. 5- NEW 2' X 2' ALUM. SLIDING WINDOW 6 - NEW 8' X 6'-8" ALUM SLIDING DOOR W/ ALUM THRESHOLD. 7- NEW 04 POST 8- NEW 3" CONCRETE PAVING- 25,000 PSI. 9- FILL IN WALL 10- NEW 4' X 4' ALUM. SLIDING WINDOW 11- NEW 3' X 6'-8" H.0 DOOR W/ ALUM THRESHOLD 12- NEW 8' X 4' ALUM. SLIDING WINDOW TITLE SHEET, 13- NEW 2' X 6'-8" H.0 DOOR OVERALL SITE PLAN, 14- REFRIGERATOR - TO BE PROVIDED BY OWNER DEMO FLOOR PLN 15- NEW 2'-8" X 6'-8" H.0 DOOR W/ ALUM THRESHOLD NEW FLOOR PLAN qN,p NOTES 16- NEW COUNTER TOP, DOUBLE SINK AND RANGE-- TO BE BUILT BY OWNER 17- NEW CABINET FOR ANTIQUE DISPLAY A Tv 0 18- NEW 1 X4 FLUORESCENT LIGHT FIXTURE 1 of 5 • • i i E r Drawn By: Frank V. Le NEW 2'-0" SQ. X 12" PAD FOOTING W/ 2 # 4 EACH WAY (TYP.) 19'-0P9 18'- '_ 5f-61$ 8,-Off 51--6" a 0" 6'- f ff f 0» L, 7f-5" 1 1oil B HD2A tv HD2A B HD2A 0 4X4 r BS 4X404 HD2A - - ---- A4.0 A4.0 3C 4" THICK CONCRETE SLAB OVER o A4.0 I 2" OF SAND OVER 6 MIL VISQUEN OVER COMPACTED SOILS: ::: HD2A )-Opp -� NEW 4" T K CONC. FLOOR SLAB 6" x 1 1 I W 2 LAYERS 6X6 -10X 10 WWM OVER ' 6 / 0#x 10# WIREMESH # THROUGH OUT SLAB:. 4" OF SAND & 6 MIL VISQUEEN A4.0 1 f f9 2 --0 I B 4f_011 I ( ® 1 C3 4 I HD2A Sim. 4X4 r 4X4 A4.0 CB ( CB r N I HD5A HD5A I HD2A y 29_S9f 2f_Sff NEW 2'-0" SQ. X 12"' IJ :` PAD FOOTING W/ 2 I 4 EACH WAY (TYP.) A4.0 I 3'8" oo PROVIDE # 4 X 24" LONG ( HD2A :: I B -t DOWELS 0 36" O.0 { TYP.) I I W MIN 6" EMBEDMENT 1 � NEW 3'-0" SQ. X 12" }}' I PAD FOOTING W/ 3 2 HD2A I # 4 EACH WAY BOTT. BARSOP 3C c� K12'-9".0 00 HD2A PROVIDE # 4 X 24" LONG DOWELS 0 36" O.0 ( TYP.) � 1 I W MIN 6" EMBEDMENT': EXISTING CONC. FLOOR SLAB I00 F_ I B 3'-8" J AND FOOTING TO REMAIN. HD2A I H D2A ►� A4.0 O # NEW 2'-3" SQ. X 12" r I I PAD FOOTING W/ 3 {' HD2A # 4 EACH WAY BOTT. BARS 1 12" X 24" CONT. FOOTING W =4TOP BOTTOM TYPICAL FOUNDATION PLAN : 1- 2X4 PRESSURE TREATED SILL PLATE W/ 8" 0 X 10 ANCHOR BOLTS 0 48" O.0 12" FROM END & CORNER WITH 2X2 X PLATE WASHER ( TYP. U.N.O.) C2-=SA=TURAT:E=THE:S0=1L18-DEEP BEFORE PLACING THE CONC. SLAB 1 NE WWW FOUNDATION Igh,t NEW FOUNDATION PLAN .............................. GENERAL NOTES: 1. WORK MUST COMPLY WITH CURRENT UNIFORM BUILDING CODE, NAT'L ELECTRIC CODE, UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE AND CITY STANDARD 2. ALL MATERIAL AND FIXTURES ARE TO HAVE APPROVAL FROM APPROVED TESTING AGENCY 3. ROOFING MATERIALS TO BE" CLASS B" MIN. MINIMUM ROOF PITCH IS 1 /2" PER FOOT. 4. LUMBER: A. USE DOUGLAS FIR CONSTRUCTION GRADE # 1 FOR 6Xd AND LARGER, D.F. GRADE # 2 FOR ALL 4Xd AND SMALLER. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED OR WOOD RESISTANT TO DECAY. C. RAFTER TIES 4'-0" O.0 ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHEN RAFTER DO NOT PARALLEL CEILING JOIST. D. PLYWD EDGES AT SUB FLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID - BLOCKING AT EDGES. 5. LIGHT AND VENTILATION. A. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL LIGHT EQUAL TO ONE -TENTH OF THE FLOOR AREA WITH A MIN.10 SF. B. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATION EQUAL TO ONE/TWENTIETH OF THE FLOOR AREA, 5 SF. MIN. C. BATH ROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT LESS THAN 1 /20 OF THE FLOOR AREA OR 1.5 SF. MIN., OR PROVIDE MECHANICAL VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. NAILING SCHEDULE, - COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 1. JOISTS TO SILL OR GIRDER, TOENAIL: .............. ........................ 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END:...................................2-8d 3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL: ..... 16d @ 16"O.0 SOLE PLATE TO JOIST OR BLOCKING AT BRACED: WALL PANELS:............................................................3-16d PER 169E 4. TOP PLATE TO STUD, END NAIL......w........................................2-16d 5. STUD TO SOLE PLATE: ........ 4--8d TOENAIL, OR 2-"-16d AND NAIL 6. DOUBLE STUDS FACE NAIL: ...... ..... 16d 0 24"O.0 7. DOUBLE TOP PLATES, FACE N......16d 0 16"O.0 DOUBLE TOP PLATES, LAP SPLICE............................................8-16d 8. RIM JOIST TO TOP PLATE, TOE NAIL...............................8d 0 6"O.0 9. CEILING JOIST TO PLATE, TOE NAIL ......................................3-8d CEILING JOIST, LAP OVER WALL, FACE NAIL ........................3-16d CEILING JOIST TO PARALLEL RAFTER, FACE NAIL..................5-16d 10. CSNTINOUS HEADER TO STUD, TOE NAIL: .......................... 4-8d 11. RAFTER TO PLATE, TOE NAIL: ............................................. 3-8d 12. 1 " BRACE TO EACH STUD & PLATE, FACE NAIL...............2-8d 13. WOOD STRUCTURAL PANELS & PARTICLE BOARD SUB FLOOR, ROOF AND WALL SHEATHING ( TO FRAMING)*, FIBER BOARD SHEATHING**. 1 /2" AND LESS: .... 6d COMMON OR DEFORM SHANK. 3/4.......................8d COMMON OR 6d DEFORM SHANK. 1 "..........................8d- COMMON OR DEFORM SHANK. 1-1 /4".................1 Od COMMON OR 8d DEFORM SHANK. * (ADD) NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. ** NAILS SPACED 3" O.0 AT EDGES AND 6" O.0 AT INTERMEDIATE SUPPORTS COMMON NAILS ONLY ROOF SHEATHING FLOOR SHEATHING 1/2" THK CDX PLYWOOD 32/16 W/ 8d NAIL 5/8" THK T&G PLYWOOD 32/16 W/ 0 6",12" O.0 ( ALTER 15/32" THK OSB) ROD NAIL 0 4"; 6" ; 10" O.0 ( ALTER 19/32" THK OSS) 1 1 4X4 4X4 B ' B ECC CC 4X10 DF 1 -- - 4X10 HDR # 4X1t; DF 1 MST-37 MST-37 2X6 RAFTER 2X6 RAFTER 1 1 0 16" O.0 0 16" O.0 to !s SLOPE SLOPE t t co V � . � 4:12 4:12 " �'- x�- N N p co axp o 1 cv O Lu O ' f�- co (y f of 4 -0 ao } I _ x I o a 4X6 HDR f 4X4 4X10 DF#1 4X4 ° 4X4 HDR fi ECC CC 4X10 DF# 1 t cy i to x (E) HEADER 4X6 HDR 4X6 HDR (E) IEADER I 1 x i Z o / I I � f_Sa> E 12 ,- 9 tz / :... 2X6 FLAT NAILER W/ 2-16d NAILS TO EA EXIST. R FTER BELOW ( / N U I o t 1 t 00 ............................... • (yj 1} N s / ,o I x 4X10 RIDGE BOARD �. � t f I c� n. i 1 o s � N x x I 3f- 8" Tj3 N o } CALIFORNfA \ � `� o cq FRAMING oo '` Z # i o� Nve 1 } } 2X6 FLAT NAILER W/ 2-16d NAILS t x TO EA EXIST. RAFTER BELOW } '6`.HEAR WALL SCHEDULE (1997 UBC) S' W TYPE JIFT WALL SHEATHING SOLE PLATE SIMPSON A35 CONC. WOOD ZL 180 7/8" STUCCO OVER PAPER BACKED LATH W/16 GAUGE STAPLES 0 6 O.0 EN,FN 5/8" AB 0 60 O.0 16d 0 8" O.0 SIMPSON A35 0 48" O.0 ZL 280 3/8" THICK STRUCT I APA PLYWOOD W/ 8d COMMON NAILS 0 6" O.0 EN , FN 5/8" AB 0 48" O.0 16d 0 6" O.0 SIMPSON A35 0 36" O.0 C 340 1 /2" THICK STRUCT I APA PLYWOOD W/ 1 Od NAILS 0 6" O.0 EN , FN 5/8" AB 0 36" O.0 16d 4" O.0 SIMPSON A35 0 32" O.0 430 3/8" THICK STRUCT I APA PLYWOOD W/ 8d NAILS @ 4" O.0 EN 9 FN 5/8" AB 0 32 " O.0 16d 0 4" O.0 SIMPSON A35 0 28" O.0 E 510 1/2" THICK STRUCT I APA PLYWOOD W/ 10d " NAILS 0 4 O.0 EN , FN 5/8" AB 016d 24" O.0 0 3" O.0 SIMPSON A35 0 24" O.0 AF f r , 550 3/8" THICK STRUCT I APA PLYWOOD W/ 8d NAILS @ 3" O.C. EN , FN 5/8" AB @ 24" O.0 16d @ 3" O.0 SIMPSON A35 0 20" O G FOOT NOTES: 1. WHEN PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING LESS THAN 6"OC ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3"OC OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 2. PROVIDE 3X SILL PLATE ON DOUBLE SIDES SHEAR WALL. ALTER. 2-2X SILL PLATE AT EXISTING WALL WHERE OCCURS. 3. PLYWOOD VALUES SHOWN ARE FOR "BOX " NAILS, IF " COMMON "NAILS ARE USED AND- INSPECTED VALUES MAY BE DIVIDED BY 0.85. 4. REDHEAD WEDGE ANCHOR ( ICBO# 1372) MAY BE USED IN LIEU OF ANCHOR BOLTS IN RETRO FIT CONDITIONS. 5. VALUE INCREASED PER UBC TABLE 23-II-1-1 FOOT -NOTE #4 GENERAL MOTES: A. ALL PLUMBING WALLS ARE TO BE FRAMED WITH A MIN. 6" STUDS. B. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE MIN. OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. C. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SEC. 2320.8.3 ALLOWANCE. D. NOTCHING OF EXTERIOR AND BEARING/NON BEARING WALL SHALL NOT EXCEED 25%/40 % RESPECTIVELY. BORED HOLES IN BEARING/NON BEARING WALLS SHALL NOT EXCEED 40 %/60 % RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN J" INCH TO THE EDGE OF THE STUD. ( 2320.11.9 AND 2320.11.10) E. HEADER AND TRIMER DETAILS OF DOORS AND WINDOWS ARE TO BE SHOWN WITH FULL LENGTH TRIMERS, SPECIFYING THE SIZE OF HEADER AND TRIMER. (2320.11.6) F. ALL STUD BEARING WALLS ARE REQUIRED TO COMPLY WITH THE MINIMUM REQUIREMENTS FOR LOAD BEARING WALLS. SHOWN LOCATION(S) AND PROVIDE TYPICAL CONSTRUCTION DETAILS. NOTE: OTHER METHODS MAY BE USED PROVIDED A SATISFACTORY ENGINEERING AND /OR ARCHITECTURAL DESIGN IS SUBMITTED co z +N UJ N r � a tt �.. Ch cv oa JC c ? N co � ca cV tom. co • s s { • i E • Drawn By: Funk V. Le 11 C/TYAPPROVAL DATE: 08/10/2003 J08 NO.: 03-10 NO. DESCRIPTION /DAiE BACKCHECK#1 � 09H5/03 NEWFOUND. PLN NEW FR,4MG. PLN & NEW ROOF PLN A 2.1 3 of 5 NOT H ELEVATION 371--6v- 2 ll:I NEW 4'-4" x 6'-8" FRENCH DOOR NEW 4' HEIGHT WOOD BALCONY NEW ADDITION 3v-0" NEW 6' X 4- BAY WINDOW — TO BE SELECTED BY OWNER IL a NEW ADDITION ASPHALT SHINGLES MIN. CLASS A TO MATCH EXISTING NEW 6' X 4" BAY WINDOW— TO BE 06 WEST ELEVATION SELECTED BY OWNER 3716" = F—O" 0 rl� \ / m 11-1% rN r- r-1 r-% lmmm-W�mVWl&v"l&Wvj SECTION 3/8 1 1-099 2 X CLG JOIST SEE FRAMING PLN ASPHALT SHINGLES MIN. CLASS A TO MATCH EXIST. AFTER "CALIFORNIA" FRAME LT SHINGLES (TYP) ( FLASHING 2- PLYWOOD SHEATHING W/8d ILS SPACED AT 6" O.0 ALONG E EDGES & AT 12" O.0 FOR E REST OF THE ROOF X BLOCKING X CONT." SHAPED" 'l 6d 0 6" O.0 V9 PniAkAnM DACTCO le - A Y.Aw I 1 :4 1 1 : 4 11 E L010161 a 2X STUD 16d-6n O.C. (Typ-) INTERSECTIOI`\� 2X STUD 16d-6" O.C. (Typ-) 2— 16d 0 16 $9 0.c.(Typ.) LOUVRD GABLE VENT A be 0 mmmmmmmmmmmmmmm iM mmmmmmmmmmmmmmmmmmmwmmmmmmmmmmmmmmmmmmm ASPHALT SHINGLES MIN. liiimiiiiiiiiiiiiiiiiliiiiiiiiiiiiMiiiiiMIiiimmiiiiiiiiiiiiii mmmmmmmmmmmmmmmmmmmmmMMMMMMMMMMMMMMMMMMIMMMmmmmmmmmmmmmmmmm CLASS A TO MATCH EXISTING liiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiii mmmmmmmmmmmmmmmmm MMMMMMMMMMMMMMMMMMMIMmmmmmmmmmmmmmmmmmml,lr—, Emmmmmmmm —M I� s cco iu p.pAp' I I fl 4X 4' SLDG WINDOW SLD.G WINDOW SLDG: WINDOW SLDG DOOR ®r SOUTH ELEVATION v AT 3716 = V—O" EXIST. LOUV*RD GABLE VENT NEW ADD-ITION &a V--NEW 2-8"X 6 EAST ELEVATION FRENCH DOOR-8" 3 16 = 1 1-0 0 z u— u- 0 0 rr (E) LET --IN 2 X 4 (E) 2 X BARAGE 7/8" STUCCO OVER PAPER BACKED METAL LATH (N) 24 GA. GI FLASHING------, (N) CANT STRIP (N) I" PLYWD. SHT'G--\ & ASPHALT SHINGLES (E) 1/2" PLYWD. SHT'G 7-(E) ROOF RAFTER (E) 2X BLK'G (E) TOP PLATE )-2X STUDS 18d-6 " 0.c.(1yp.)--,�7 \Z/NEW" 2 X 6 STUD 0 16" O.0 z (N) 2X RIDGE BOARD, M W/ SiMPS HANGER NEW 2 X 4 STUDS ® 160 O.0 9 LL- o 2 X CEILING JOIST PER FRAMING INTERSECTION OF 4" WALL " WALLPLAN W/ SIMPS HANGER7 .:(E) CEILING JOIST & 6 EN. \—(E) 2X BLKG V) 2 X BLK'G 0 48" O.0 A v A OnCT W X 7 (E) 2-2X4 TOP PLATE n (2)-2X STUDS 2X STUDS CORNER CORNER W/ POST TYPIC-AL WOOD STUD WALL INTERSECTION FRAMING NEW 1/2" DRYWALL 111 EYE Iffleni 2 Em si i I I ffel 14 moms EW 1/2" PLYWOOD [EXIST. HOUSE I NEW 2'-8"X 6*-8" FRENCH, DOOR cf) 0*0 04 04)) R "mow 00 cq c*q LL C> 0) Q ca, (D JZ CNI 46 • 46 4b 4 4 46 Drawn By., Frank V. Le CITYAPPROVAL DA TE: 0811012003 JOB NO. 03-10 NO. DESCRIPTION IDA TE BACK CHECK # I 0911 5103 ELEVATIONS SECTION & DETAILS A 3.0 4ot'5 DRILL 9/16" MIN. # 4 DOWEL 0 36" O.C. 0 HOLE FILL W/ EPDXY GROUT & INSERT DOWEL ALTERNATE: USE 1/2- REHEADS & THRD'D ROD 12"NO SPECIAL INSPECTION EXISTING FOOTINGNEW FOOTING IS REQUIRED FOR EPDXY IN THIS APPLICATION AT SLABS REBAR DOWELS SAME SIZE & SPACING AS FOOTING DRILL SLANT HOLES 1/16 OVER DIA. OF V BAR FILL W/ EPOSY GROUT 69$ 2 J.-Olp EXISTING FOOTING NEW FOOTING DOWELS AT FOOTING 1 It = i F-633 EXIST. FOUNDATION OV NEW FOUNDATION 4 X WOOD POST A— SIMPSON HD-5A W/ 2-3/4"0 THRU BOLTS OR EQUAL PRODUCT DRILL SLANT HOLES 1/16'0 DRILL SLANT HOLES 1 /16ft --\ 1,.,0 OVER DIA. OF BAR FILL OVER DIA. OF THREAD ROD W/ EPOSY GROUT FILL W/ EPOSY GROUT 4 DOWEL 0 48" O.0 5/8' THREAD ROD. __N_1' # 10 WIREMESH tr 7+ ,/7777= U N EXISTING FOOTING 2" SAND FILL W 6 MIL VISQUEEN < NEW FOOTING EI © N 4-#4 EACH WAY �JA VARIES -SEE FOUND. PLAN FOR DIMENSION NEW/EXIST. FuuTING 0 POST Iff F 77, - - - - - ST2215 @ 48" O.0 IN LIEU OF 2 X 4 COLAR TIES 12 2 X COLAR TIES @ 4 48" O.0 1/2- PLYWOOD SHEATHING W/8d NAILS SPACED AT 6" O.0 ALONG THE EDGES & AT 12" O.0 FOR _.ona., THE REST OF THE ROOF 0 0 2 X RIDGE BD 0 J Q 2 X ROOF RAFTER 3-16 d TYP. COMPO SHINGLES AND PLYWD- A 12 4 SHEATHING TO MATCH EXISTING 5-16d PROVIDE 2 X BLOCKING BETWEEN ROOF JOIST E- - - - - - - EAVE VENT- 2 X 4 DOUBLE TOP PLATE B 7r 24" TO MATCH EXISTING PROVIDE 2 X FASCIA 2X4 STUDS 0 16" O.C. (TYP.) 7/8- STUCCO OVER PAPER - BACKED, METAL LATH 2 X 4 STUD 0 16" O.0 - 2 X 4 P.T SILL PLATE - STUCCO WEEP SCREED - 5/8" X 10" A.B 0 7" EMBEDED 0 12" EA. END W/ 2-X2" X 3/16 WASHER co X� F.G OR N.G 2X BLK'G W/1 6d 0 8" O.0 2 X CEILING JOIST W/ R-30 BATT. INSUL. r R13-BATT. INSUL 1/2" DRYWALL 0 -1 -R13-BATT. INSUL '0 -2" WOOD BASE -CARPET AND UNDER LAYMENT r-4 10 WIREMESH .4- - - are as I r 77777 v %�`� Y 2" SAND FILL 1'_0 " N 0" � . . 0 '11VTWO 11"XIIIIII!, Im 11 1,712 MT15 I X Q IRM3 0951", - Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements fisted 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 IDESIGNERI ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: ( Continued §150(m)- Ducts and Fans 1. All ducts and plenums installed, sealed and insulated W meet the requirement of the 1998 CMC Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level ofR-4.2 or enclosed entirely in conditioned space. Openings shall be scaled with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or tape is used to seat openings greater than 1/4 inch, the combination of mastic and either mesh or tape " be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct system and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and dmwbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed shed metal, duct board or flexible duct shall: not be used for conveying conditioned air. Building cavities and support platforms may contain ducts Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material § 114: Pool and Spa Heating Systems and Equipment. 1. System is certifiedwith 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: N/A 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. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no %0001 continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btwk) § 118 (t), Coot Roof material meet specified criteria Lighting Measures: §150(k)l.: Luminaires 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. §1 50(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 himens/watt or greater switched at the entrance to the room or one of the alternatives to this NOOOO requirement allowed in § I 50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved, I I I Compliance Forms August 2001 A-6 PLYWD. SHT'G PER PLAN X 4 FLAT CONT. @ 32" O.0 R.J OR RR PER PLAN -LET-IN 2 X 4 ,BN. '----2-16d 2-16d . _/ - - EN. -2 X GARAGE 2X BLK'G 0 48" O.0 X 4 TOP PLATE FIRST BAY ONLY 2X BLK'G W/1 6d 0 8" FINISH O.0 Al T* H F* qIM PER PLAN A.35 0 24" O.0 O4 SHEAR TRANSFER (TYP.) 10 = 11-09 2X DOUBLE TOP PLATE CRIPPLE STUDS SAME WIDTH AS WALL STUDS 0 16" O.C. METAL FRAMING CLIPS FOR OPENING 6'-0" AND OVER SIMPSON A35, TYP. 2X STUDS 0 16" O.C. TYP. DOUBLE STUD TO SILL PLATE SAME WIDTH AS WALL STUD FRAMING CLIP SIMPSON A34 (TYP-) �HEADER 4X FOR 2X4 STUD WALL 6X FOR 2X6 STUD WALL 8X FOR 2X8 STUD WALL r---4-20d TYP. BOTH ENDS DOUBLE STUD BOTTOM SILL PLATE AT WINDOW OPENINGS "-FIRE BLOCKING CRIPPLE STUDS AT 161, O.C. W/ 6 MIL VISQUEEN PRESSURE TREATED 2X 6" TYP. 6" - UP TO 4'- 0 $1 2X P.T. SILL PLATE # 4 REBAR T&B PLATE, ANCHORED TO EXISTING 891 - 4 1-1" To 6t-O" SLAB WITH 5/320 SHOT PIN d =- 10" - 6'-1 " TO 8'-0" C 32' O.C. PER ICE® #1290 UNLESS NOTED OTHERWISE ON DETAILS n5 WALL FRAMING Y® 172. = 1-3" CERTIFICATE OF COMIPLUNCE: RESIDENTUL (Page 3 of 3) CF-1R Project Title New Addition Date 08/10/2003 COMPLLANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: MLoUg ngU_en Name: Frank.V. Le Title/Firm: HP-M-e 0AW Title/Firm: Desk , Address: .3701 South Vanness Address: 13172 Benton St.# 11 - an Ana, CA 92707 Garden ffpye, CA. 92843 Telephone: Telephone: 714-724-3028 Lic. #: Fax: 714-530--2562 fL 08/10/2003 08/10/2003 A Z L� (signature) (Date) (signature) (Date) Enforcement Agency Name: Title: Agency: Telephone: (signature / stamp) (date) Compliance Forms August 2001 A-4 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all 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. NOOOO § 150(b): Loose fill insulation manufacturer's labeled R-Value. * § 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). N0001 § 150(ft Minimum R-13 raised floor insulation in framed floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. BATT. tl 6-17: Fenestration Products, Exterior Doors, and bfiltration/ftfiltration. 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 NOOOO Clain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § I 50(e): Installation of Fireplaces, Decorative Cm Appliances and Gas Logs. 1. Masonry and factory built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § I 10-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. %00* §1 50(h): Heating and/or cooling loads calculated in accordance withASHRAE, SMACNA or ACCA, N0001 § 150ft. Setback thermostat on all applicable heating and/or cooling systems. *.0001 § 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 %0000 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 550 F insulated. 6 Piping insulated between heating source and indirect hot water tank Compliance Forms August 2001 A-5 New Addition 08/10/2003 Project Title Date 3701 South Vanness St, Santa Ana, CA. 92707 Building Permit # Project Address Frank V. Le 714-724-3028 Plan Check / Date Documentation Author Telephone Field Check / Date Package D 8 Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only Total Conditioned Floor Area 292 ft 2 Average ceiling Height.. 8 1-0 11 ft Conditioned Slab Floor Area ft 2 Building Type: Single Family SZ Addition (check one or more) Multi Famil Existing -Plus -Addition Front Orientation: 00 North- ;�AVEast / `xisetsintg/All Orientations (input front orientation in degrees from True North and circle one) Number of Stories I Number of Dwelling Units; Floor Construction Type Slab / 3aised Floor (circle one or both) RADLANT AAgAMR in climate zones 2, 4, 8-15) Required for this submittales no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood Al. = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total Rr Valui Assembly U-Facto! Location/Comments (attic, garage, typical, etc.) wall Wd 2x4 @ 161, O.0 R 13 N/A R 13 0.088 Typical Wall Wd 2x6 e 16" O.0 R 13 N/A R 13 0.088 Typical Roof Wd 2x8 @ 16"O-C R 30 N/A R 30 0.036 nMi:W Roof Floor Floor Slab Egde None R-0 R-0 T-F2- 0.76 Inside I For pascriptive co fiance Total R-Value and Assembly U-Factor are not required for a wood framed wall that meets calk R-value insulation Mggj�enwfor the Prescriptive Package. FENESTRATION Fenestration #/Type/Pos. Orientation Area (ft2 Fenestration U-Factor Fenestration SHGC Exterior Shading Att. overhangs/ Fins Front - Front Left West 4 sf 0.40 0.35 Bug Screen T-01f Left Rear North 24 sf. 0.40 0.35 Bug Screen 21-011 Rear Removed 24 sf. Riox East 1 104 sf. 0.40 0.35 Patio I I lsaoll Right Removed 72 sf Sk y �it Total % of Glazing added = 132 sq. ft,/ Total % of Glazing removed = 96 sq. & = 36 sf. Glazing % = 36 sq. ft./ 292 sq. ft. = 12.3 % < 20 % Compliance Forms August 2001 A-2 A "4111"fl W P I 'a Da 19 *1111 OQ1 I IF.111 i - 101f i Project Title New Addition Date 08/10/2003 RVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value Type (split or package) (E) F.A.0 78% DUCT/ATTIC R 4.2 SETBACK N/A Cooling Equipment Minimum Duct Heat Pump Type {air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type (split or package) SEALED DUCTS and TXVS (or Alternative Measures) 0 Sealed Ducts (an climate zones) (installer testing and certification and HERS raw field verification required) 0 TXVs, readily accessible (climate zones 2 and 9-15 only) (Installer testing and certification and HERS Rater or field verification required) Cl Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR 0 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating 8 0.35 0.40 N/A 78% WATER HEATING SYSTEMS, Energy External Rated Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby Insulation Type Type in System or Btu/br) (gallons) Efficiency Loss (%) R-Value SG 40 STD 1 40,000 40 0.53 2%, R-12 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btuft), electric resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btwbr), Hat Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies SPECIAL FEATURES (add extra sheets if necessary). Package C and D.- TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). Radiant Barrier Compliance Forms August 2001 A-3 14 ilk • Ilk • Drawn By: Frank V. , Le