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HomeMy WebLinkAbout10140894.pdfwe nAN411 SUMMARY CIVIC CENTER AVE. REVISION DATE REV. A 08/08/03 I V I I L NORTH EXISTING LIVABLE SQUARE FOOTAGE 1056 SQ, FT. REV. B 09/15/03 50/-0// z NEW ADDITION SQUARE FOOTAGE 615 S Q. FT. EXISTING GARAGE SQUARE FOOTAGE 540 SQ, FT, 1ST, ST. 30/-0// 201-011 TOTAL LIVABLE SQUARE FOOTAGE 1,671 SQ, FT. 00 (0U-) (DLO r_� 00 0) 0) 7 CD CAMILE ST. n c0 LO r*0 07 r_1 _�—JUAN CA&TANEDA (U m (E) LANDSCAPE <> (E-) SIDEWALK-(E) DRIVEWA� (E) LANDSCAPE CD CD COUNTY ASSESSOR'S PARCEL LOT NUMBER APN 010-121-10 City of Santo. Ana Plan Check No. 10140894 Address 1014 WEST CAMILE ST. Contact Person: Phil Robles Phone No, 714-335-6865 Checked by:: FRED M. Date: Applicable Code 2001 CBC, 2001 CPC, 2001 CMC, 2001 CEC Occupancy R3/U1 Flood Zone Type of Construction _ST-N Phone No, MAC FADDEN AVE. 1014 W. SANTA MMILE ST, A CA, 92703 NORTH X :> P-4 z I I I 14- 'q_ Ld 0 Ld Ljj M co Lr) 0 :D Ld z (n Lo < Z W (0 0 1 71 ry F- m x < < z < 0 0 1 z or- M < Of (D _j I-_ 0 Lij =F C� < L-1-1 0 EDINGER AV. WARNER AV, ;0 1:3 m 0 D a < MAP SITE LOCATION :10 1 SHEET INDEX CD EXISTING PORCH AREA GENERAL INFORMATION 04 co � I ----- - - - ------------- - - ---- ------- - -- 50 klo Co CD 01i WR- K" 0� M, 101q0 514 b 't A CD *'fW '4ll �Ilt No EXISTING ADDITION FAMILY AREA OF 405 CA RESIDENCE I V CD 100 (E) I ADDITION BEDROOM 5 AREA OF ❑10 SQI FT, 956 SQ. FT. DRIVEWAY, Ln TOTAL 615 SQI FT. 01i CD z Vie w, 11.0. 41 0 6 CA CD CD Lij k 0 SCOPE OF WORK 05 02 o L o cc 7 'MC ri URAL L A PEI C 'inflT Uj R-4,4 F ;l APPRO V ED NG DIVISION PLANNY E R C�' piiVIG EC �EP,7W 7 T Y PE' 13' LDG F--- L I N '-�C)83 z MASTER AF-) Er7 Mao FOR ING (2— L A M On WNVP�'AL PL Zoile:' C> 'Elr-C R? ��410 NJ m �m'jgt be "o pt fm fi'm job le 4v0'%' �'dmnges or 'T 15 Q. F aVl 3 'make PL-i-RAhl DISCR. ACTION 00 nt � I b 0 tpj��IiioLjt Imljit 6 mission fi= W. ;�M i (,�jj p 0i C. 'MF EXISTING Landscape Ph Ag AMR, V GARAGE rlitt�il"-",�la,�ii��.,-?�o,(�-��lt�i*�,!''P) rpin n ar. Ims S HALL NOT PLANNEP,,__,_. any violation of s < 74Vf 0%) DATE: r 540 SQ. F T, 1 LLJ S m ' 11E_1*__' -, 11 \ L. z RANSFERTRi i < C/) 4kf 0 00 01i a a ,' 'a .:�. ,. .._ ._.. .,-.Y:;.-. .;+aa;:.:zx,^.,arri.� '.. ..... _ . - .. .�,., .a.,..:..-..,. �:�.�.-.. n ., .M..« ,. S ._ ...,. ,P .. .,`�."'x,,.u-'."""""'."*..`.. Sr -­J < I.� N 0 '0 in N < < IN T, 4C IN A1, ltl t I R y E IS )LAN (n 0') < Ld < 7Z :0N LANDING pp 'TAC3- Lij U CON CACT PHONE (714) 667-2700 Add on Sq. (C>V N < < 'q- )ITIONS BELOW. Co Ljj 0 z SUBJECT'rO CONL < I D ct� < ry < Ljj 77 CD z 01i (E) LANDSCAPE t-A 0 Z < z 3: :D 0 < = 862 SQ. FT. 0 --D (n CL C I D PROJECT NO. COMMENCED y MARCH21,2002 DRAWN BY _0-17 PHIL ROBLES # 5 6 18/-6// C-11 8 REVISIONS DATE IN, EXP, 12/31/2004 REV. B 109/09/03 /_0# Clvl\,- so SCALE 1/8 1 FT 50 OF CAA,,\t T-1 Plot site.dwg 09/15/03 EXISTING/PROPOSED PLOT SITE 106 03 Tm 1 SHEE7SHEET TNLUMBER DESCRIPTION ELECTRONIC T-1 INTRODUCTION COVER SHEET A-1 EXISTING AND PROPOSED FLOOR PLANS A-2 EXISTING AND PROPOSED ELEVATION VIEWS: G-1 GENERAL NOTES S-1 FOUNDATION PLAN S-2 FRAMING PLAN S-3 CUTTED SECTION D-1 STRUCTRUAL DETAILS D-2 STRUCTURAL DETAILS TITLE24 Z H ry 0 z SCALE 1/4 $1 = 1 FT SCALE 1/4 $1 = 1 FT I 0909 OS,D� n 0 W 0 f. / Q W P4 WALL LEGEND 4040 EXISTING '.001[ SSUD DRICII-1Z-4 O0- d- ED W o 1� LlJ M (E) FLOOR OB FURNACE F:A WB(� 0 1z l V W ED ED W = W Pq 2020 EXISTING WALLS NEW WALLS 4040 <E) ELECT, METER 4040 EXISTING 1 NEW iW/H;i w I 0 U (U ® O W D U E= -1 OJ HLi ATTIC I ACCESS Q�B 124"x30' i (N) M l l 0 Ctl W �BPq 9 1 F\— 7V-� _ o LANDING o tro tr I I I NO[]([ SSV-ID DNIMIS i n,na VENDOR, HOME DEPOTE SANTA ANA OPTI❑NAL CH❑ICES Q MODEL 3509612 LLI - 35,000/HR F NATURAL GAS Q SINGLE WALL 0W n COLOR WHITE MODEL 5009622 —� U-) 50,000/HR H NATURAL GAS DOUBLE WALL Q COLOR WHITE Ll_ 3Sn-1 ---------------- 4040 3030 2020 4040 (E) (N) ELECT. EXISTING NEW CRAWL METER I ENTRANCE eB = Battery Smoke Detector for existing Locations ak%., = Hard wired Smoke Detector for new Locations NOTESs 5. Smoke detectors shall be provided In all new construction, additions and interior alternations with a valuation over $1,000.00. In new buildings, smoke detectors shalt be connected to the building wiring system and be provided with battery backup. In existing room smoke detectors may be powered by battery power. CCBC 310.9.1.2 & 310.9.1.31 6. Smoke detectors are required In each room used for sleeping, centrally located in the wall or ceiling in corridors provideing access to each separate sleeping area, at each floor or basement Level and In close proximity to the stairway. ECBC 310.9.1.43 7. Smoke detectors shalt sound an alarm sudlble in all area of the building or be interconnected. ECBC 310.9.1.41 8. Where the ceiling height of a room open to the hallway by 24 Inches or more, detectors shalt be installed in the hallway and near the high point of the adjoining room. ECBC 310.9.1.1 4'-0„ 6,_0„ 17,_0„ go I T►�1�1] W 11'-0( N ) ADDITIONAL SQ. FT. 1'-6" :7� 61D SQ, FT, � I OPTIONAL (L u o i z il d- z G,. /f. Ir ( Ow 4040 0 I I I I 3, _ 6„ 4, ! 11'-0" REVISION DATE REV. A 08 06 03 REV. B 08 07 03 REV. C 08 08 03 REV. D 09/17/03 REV. E 09 27 03 L0 L0 00 (10 co r- 00 tY) 01) CO CU N 1 UJ 1 1-- 1 �- n (0 In nor I It 1 .I- i -- T- V o � 0 W z U m M Z W z m o � � Q z -' 0O Q : z Q O z ry m w w tom- J Q= :2 Q w o Q n n (n U > n Lox ■■ Roo Z Q J 0. 0 0 J li. W H 0 a 0 cc z H X W 0 z < U N 0 Q V) i w U W Q -JJ l�n w�Q<�- D:f < W zzd-z0 Do Q = O r— v) n PROJECT NO. COMMENCED ARCH21,2002 DRAWN BY PHIL ROBLES REVISIONS DATE REV. E 09/27/ SCALE 1/4 91 = 1 FT A-1 Flooi-Plan,dwg 09/27/03 Am 1 02 I { p� REVISION DATE REV.A 08/06/03 t . REV.B 08 07 03 REV.0 08/08/03 REV.D 09/17/03 (E) ATTIC ACCESS I.n 0 00 • (0 (D r• • • t0 (0 04 � d- r7 (0 LO NO Cy) o (0 04 w LLJ • z v. m � n Q In U z • cn In F-• m Q . ....... Lj Ll Q • Z m Q Z) UJ LL—L • •' Q "_ri O Z J U . _ S <C W 0 i1 CL to U (EXISTING SOU TH VI EW: } (E) CRAWL HOLE SPACE NORTH VIEW:04 (EXISTING ) 1 " _= _- -_= z� - - =_ _, __ __ -_ __ -- �z Li I I LH Fo5 1 a2 (EXISTING WEST VIEW.) (EXISTING EAST VIEW:) W Z (E) ASPHALT SHINGLES (N) ASPHALT SHINGLES 12 (EXISTING) (NEW) TO MATCH WITH EXISTING 5 m i __ __ __ -- --- -- -- -- -- -- -- -- -- -- +- -- -- -- -- -- --__ __ __ __ __ __ __ __ __ __ __ __ __ __ I � ' • I i I cc I— • •• (Ei i I • ., ° (E) STUCCO EXISTING FINISH Z • i (N) STUCCO TO MATCH MATH EXISTING] _ — — lilt (PROPOSED WEST VIEW:) 28'_0* Q 0 . w {,� z (NEW) (EXISTING) �t- o 12 (N) ASPHALT SHINGLES —i U N p 5 TO MATCH WITH EXISTING (E) ASPHALT SHINGLES <C rn . dr Z w W < 12 __ __ __ -- -- --- ---- -- ---- - - _- __�--- -- -- ---- _- -- •-- -- -- -- --_ __ _- -- -- -- --- -- -- -- -- -- -- W 0 0 z I5 _ __ _- __ __ -- --- ---- -- -_ __ - _ __ -- -- -- -- -- -- --- -- -- --- --- -- -- -- -- -- -- -- -- __ �� Z U Q • -- -- -- -- --------- -- -- -- -- ----_- -- -- -- -- -- -- -- -- -- --- -- -- -- -_ -- -- -- - _-- __- - -- - -- - -- - -- - -- - -- - -- - -- z Z • i - -•- -- --- -- ----------- -- -- -- -- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- --- - -- -- -- -- __ __ _= O (V) U-1 } i -- -- -- --- -- -- -- -------__ __ -- -- -- -- -- -- -- INA • • , . • i : - • J • . • , — ---- COMMENCED 10 01 • - • . • • . • , ' ,�<c� FAG, DRAWN BY . ' i • ' YZ ,ti., PHIL ROBLES • i (E) STUCCO EXISTING FINISH • • ' I (N) STUCCO TO MATCH MATH -EXISTING _ C - 1888 REVISIONS DATE (E) STUCCO EXISTING FINISH - EXP. 12131/2004 (N) STUC OO TO MATCH MOTH EXISTING • • • _ . ° • • .. • _ .' • • • , i ! - REV. D 09/17/03 . - • • , • _ ° . - l� `FO`�' SCALE 1 /4 = 1 FT QF cat STEPS UP ' A-2 Exist -Proposed Etev.dwg � 8'-6» 09/17/03 (PROPOSED SOUTH VIEW.) (PROPOSED EAST VIEW:) 03 A=2 5 SHEAR WALL SCHEDULE 2001 C.B.C. S.W. SHEAR PANEL DESCRIPTION ALLOWABLE SHEAR SILL BOLT'G @ TOP PL. 1-0 SILL NAILING TYPE PLF FOUNDATION BLK'G. UPPER STORIES 7/8' STUCCO OVER PAPER BACKED LATH W/ 16 GA STAPLES AT 6' D.C, AT TOP & BOTTOM PLATES, Al EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No, 1823 FEB 1973) OR (ICBO REPORT No. 1318, 180 5/8' @ 48' ❑C A35 @ 16' 16d @ 8' D.C. w360 5/8' @ 24' OC A35 @ 16' 16d @ 4' D.C. FEB. 1973) OR (OR (ICB❑ REPORT No, 1254, FEB 1972) SEE NOTE 3 BELOW. 0 3/8' PLYWD STRUCT II OR STD SHT'G, WITH 8d COMMON NAILS @ 6' D.C. AT EDGES & 12' D.C. FIELD 260 5/8' @ 32' OC A35 @ 16' 16d @ 6' D.C. (TABLE 23 II-I-IUBC) SEE NOTES 1,2,8,9, AND 10 BELOW. W520 5/8' @ 24' OC A35 @ 8' - 16d @ 3' D.C. 0 3/8' PLYWD, STRUCT II OR STD SHT'G WITH Sol COMMON NAILES @ 4' D.C. AT EDGES & 12' D.C. FIELD 380 5/8' @ 32' OC A35 @ 8' 16d @ 4' D.C. (TABLE 23-II-I-IUBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. )K760 5/8' @ 16' OC A35 F @ 6' 16d @ 2' D,C, 0 3/8' PLYWD. STRUCT II OR STD SHTG, WITH 8d COMMON NAILS @ 3' O.C. AT EDGES & 12' ❑,C, FIELD 490 5/8' @ 24' ❑C A35 @ 8' 16d @ 3' D.C. (TABLE 23-II-I-IUBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW, *980 3/4' @ 16' OC A35 F @ 6' #12 X 3-1/2' WD, SC, @ 2' O.C. 0 3/8' PLYWD, STRUCT II OR STD SHTG, WITH 8d COMMON NAILS @ 2' D,C, AT EDGES & 12' O.C. FIELD 640 5/8' @ 16' OC A35 @ 8' 16d @ 2-1/2' O.C. (TABLE 23-II-I-IUBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. 01280 3/4' @ 16' ❑C LTP4 @ 6' 1/4 0 X 3-1/2' WD. SC. @ 2' D.C. 15/32' STRUCT I PLYWD. WITH 10d COMMON NAILS @ 2' D.C. AT EDGES & 12' ❑.C, FIELD 870 3/4' @ 16' OC A35 @ 6' #12 X 3-1/2' WD, SC. @ 2' D.C. OVER 3 X STUDS (TABLE 23-II-I-IUBC) SEE NOTES 1,4,5,8,9, AND 10 BELOW, A1740 7/8' @ 16' OC LTP4 @ 4-1/2' 1/4' 0 X 3-1/2' WD, SC. @ 1-1/2' D.C. NOTES.- 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING, 2. DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL, 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITH ICB❑ APPROVAL 4. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. (USE 3X SILL PLATE @ FOUND,) M i _m- m 4 - 1 V IQ juvV911- wo GENERAL NOTES 5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAILS SPACING IS LESS THAN 6' D.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED, (USE 3 X SILL PLATE @ FOUND,) 6, ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALL FOOTINGS TO HAVE 5/8' X 10' A.B.'S @ 48' O.C. WITH 2' X 2' X 3/16' PLATE WASHERS U.N.O. 1, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM, TO THE LATEST EDITION OF THE U.B.C. OR LOCAL CODE, 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS, 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS, 5, NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED, 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE 5, D❑ NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTING, BEAMS AND JOISTS, SIZES, LOCATIONS, ETC., AND SHALL NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 7, DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24' O.C. AND FO❑TINGS W/ DOWELS TO MATCH NEW REINF, SIZE/ LOCATION. ENGINEERING NOTES 1, CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPON- SIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPON- SIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE: HELD RESPONSIBLE FOR FIELD INSPECTION/OBSERVATION OF THE ABOVE ITEMS. 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A S❑ILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C. REFER TO SOIL REPORT BY: JOB NUMBER: DATED: STRUCTURAL SYMBOLS INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG, ETC, NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS, USE 'RED HEADS' ICBO #1372 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4' EMBED). o INDICATES POST (BELOW BEAM) MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: BEAM SIZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS @ 12' O.C. 6 X 12 & SMALLER 3-2X4 W/16d NAILS @ 12' O.C. 4 X 16 & LARGER 4X4 ® 6 X 14 & LARGER 4X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN T*O FOUNDATION. FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (907.) RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR - PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT. 1 1111 N all''il IN 7. ALL INTERIOR NON -BEARING FTGS TO HAVE 3/16' 0 SHOT PINS AT 32' O.C., I.E., HILTI SHOT PINS (ICBO REPORT # 2388). 8, USE C-DX, C-C, ❑SB, OR STD SHT'G IN LIEU OF STRUC. IL PLYWOOD. ALL PLYWOOD SHALL BE D❑UGLAS FIR, OTHER SPECIES MAY REQUIRE CHANGES, 9. USE 2 X 2 X 3/16 PLATE WASHERS AT ALL SHEAR WALLS. 10. AT EXISTING FO❑TINGS USE RED HEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING SIZE & SPACING 7-1/2' EMB. PER (ICB❑ #1372) 3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH 6X6-10/10W.W.M. @ CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED S❑ILS U.N.O. 4, NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 5/8' DIAMETER ANCHOR BOLTS WITH 7' MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12' FROM CORNERS (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS. 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC. 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 8. PROVIDE 3/4' CAMBERS AT ALL EXPOSED CORNERS. 9, SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10, LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 1. UNLESS OTHERWISE NOTED ON PLANS, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S,T,M, C-33, USE 3000 P.S.I. CONC. @ GRADE BEAMS, CEMENT SHALL CONFORM TO A,S.T.M. C-150 (STANDARD BRAND PORTLAND CEMENT) TYPE II (USE TYPE V CEMENT IF NOTED IN SOILS REPORT) 2, CONCRETE SHALL BE MACHINE -MIXED USING A MAXIMUM OF 17' GALLONS OF WATER PER SACK OF CEMENT. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 MIXED AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 5 INCH AS MEASURED BY THE ASTM 'STANDARD METHOD OF TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE, 3. DRY PACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS SAND. BASED ON DRY LOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART, LINE PUTTY OR DRY HYDRATED LIME. DRY PACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, REINFORCING STEEL 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER A.S.T.M. A615, 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS, 3, BARS NOTED AS 'CONT' TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED, OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHERWISE NOTED. 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7, ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: BELOW GRADE (UNFORMED) 3' CLEAR BELOW GRADE (FORMED) 2' CLEAR WALLS 1' CLEAR COLUMNS 1,5' CLEAR BEAMS AND GIRDERS 1.5' CLEAR STRUCTURAL SLAB (ABOVE GRADE) 3/4' CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY 1, CONCRETE BLOCK SHALL CONFORM TO A.S.T.M, C-90 MED, WT. GRADE N UNITS, WITH MIN. COMP. STRENGTH OF 2000 PSI. SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. 2. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM COMPRESSIVE STRENGTH OF 2000, PSI AT 28 DAYS. MIX: 1 PART PORTLAND CEMENT, 1/2 PART LIME PUTTY. BY VOLUME 4 PARTS SAND, 3• GROUT SHALL CONFORM TO ASTM C-476, WITH MINIMUM COMPRESIVE STRENGTH OF 2000, PSI AT 28 DAYS. MIX; i PART PORTLAND CEMENT. 3 PARTS SAND BY VOLUME 2 PARTS PEA GRAVEL WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS. 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED CORE OF 3' X 3', DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE REINFORCING. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. 6. CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE PRIOR TO SETTING OF BLOCKS. roAnrnlr: MrITCc 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 2_ ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3, ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557, TO MAXIMUM OF 90% DENSITY. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. DRAINAGE NOTES 1, MINIMUM GRADIENTS ARE AS FOLLOWS, EARTH= 1% PAVING= .5% 2, POSITIVE DRAINAGE 'AWAY FROM STRUCTURES SHALL BE AS FOLLOWS, 2% MIN. TO 21% MAX SWALES TO BE 3 FEET MIN. AWAY FROM STRUCTURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A36. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS OTHERWISE NOTED. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325 OR A-490, 5. HIGH STRENGTH BOLTS SHALL HAVE LOAD INDICATOR WASHERS TO SERVE AS A DIRECT TENSION INDICATOR INSTALLATION FOR HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY A DEPUTY INSPECTOR. 6. PIPE COLUMNS SHALL CONFORM TO A.S.T.M, A-53 GRADE B. 7. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR OR A-500 GRADE B. 8. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2' WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OR 'THE STEEL JOIST INSTITUTE'. 10,STEEL STUDS, JOIST, TRACKS & BRIDGING, 12, 14 & 16 GA. A.S,T,M, A-570 GRADE 'E' Fy = 50 KSI 18 & 20 GA. A.S.T.M, A-570 GRADE 'C' Fy = 33 KSI 11, SPECIAL INSPECTION OF HIGH -STRENGTH A325 AND A490 BOLTS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS AND REQUIREMENT OF SECTION 1701. STRUCT. STEEL WELDING 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY. 3, ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701) UNLESS OTHERWISE NOTED, 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. =.N. E.N. ZX JOIST PLYWOOD SHEATHNG 'WOOD (SEE FRAM'G. NOTE(Z) NAILING: (EXCEPT WHERE NOTED OTHERWISE) •• •• .■ B.N. BOUNDARY NAILING 8d @ 6 NOTES: 1. NAILS SHALL BE GALV. COMMON, PLACED NOT LESS THAN 3/8" FROM PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 2. NO UNBLOCKED PIECE LESS THAN 12" SHALL BE USED. 6. WELDED, FULLY RESTRAINED CONNECTION BETWEEN MEMBERS OF ORDINARY MOMENT FRAMES OR SPECIAL MOMENT -RESISTING FRAMES SHALL HAVE SPECIAL CONTINUOUS INSPECTION AND CONNECTION TESTED BY NONDESTRUCTIVE METHODS PER SECTION 1703. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. FRAMING -GENERAL USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS 1, UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON 'PC' CONNECTORS AT TOP AND SIMPSON 'BC' OR 'BCO' CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., 3. SHALL BE SIMPSON 'STRONG TIE' UNLESS OTHERWISE NOTED OR SHOWN ON PLANS, 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS FRAMING - WALL (UNLESS OTHERWISE NOTED ON PLANS): 2X4 @ 16' ❑C (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 @ 16' ❑C (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 @ 16' OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X6 @ 16' ❑C (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED, DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAGM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320,11,10) NOTCHING MAXIMUM, 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUM, 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS NOTE: A MIN. 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5, DOUBLE 2X TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6, WALL BRACING SHALL BE PROVIDED PER UBC (2320.11.3) PROVIDE 1 X 6 LET -IN BRACING (@ APPR❑X, 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED, BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. FRAMING - FLOOR 1. FLOOR SHEATHING (MIN) 5/8' STRUCTURAL I T & G PLYWOOD PANEL INDEX NO, 32/16 WITH EXTERIOR GLUE. USE lOd COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 10' Q.C. FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. ALL EDGES BLOCKED AT DECKS. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER (UBC 2320.12,5). 1. ROOF SHEATHING (MIN) 1/2' STANDARD PLYWOOD PANEL INDEX NO, 24/0 WITH EXTERIOR GLUE. USE 8oi COMMON NAILS AT 6' ❑C AT ALL EDGES, BOUNDARIES, AND 12' OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN, 2• FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FRAMING - CEILING (PER TABLE 23-IV-J-3) 1. CEILING JOISTS SHALL BE 2X6 @ 16' O.C. (MAX SPAN= 17'-8') 2. CEILING JOISTS SHALL BE 2X8 @ 16' O.C. (MAX SPAN= 23'-4°) CONNECTION: 1. JOISTS TO SILL OR GURDER, TOE NAIL 3 - 8d 2. BRIDGING TO JOISTS, TOE NAIL EA. END 2 - 8d 3. 1 X6 SUBFLR. OR LESS TO EA. JST., FACE NAIL 2 - 8d 4. WIDER THAN 1 X6 SUBFLR. TO EA. JST., FACE NAIL 3 - 8d 5. 2" SUBFLR. TO JST. OR GURDER, BUND & FACE NAIL 2 - 16d 6. SILL PLATE TO JST. OR BLK'G., FACE NAIL 16d 0 16" O.C. 7. TOP PLATE TO STUD, END NAIL 2 - 16 d 8. RAFT. BLK'G TO TOP PLATE, FACE OR TOE NAIL 16d ® 8" O.C. 9. STUD TO SILL PLATE, TOE NAIL 4 - 8d 10. DOUBLE STUDS, FACE NAIL 16d ® 24" O.C. 11. DOUBLE TOP PLATES, FACE NAIL 16d 0 16" O.C. 12. TOP PLATES LAPS & INTERSECTIONS, FACE NAIL 2 - 16d 13. CONTINUOUS HEADER, TWO PIECES 16d @ 16" O.C. ALONG EA. SIDE 14. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d 15. CONTINUOUS HEADER TO STUD, TOE NAIL 4 - 8d 16. CEILING JOISTS, LAPS 0/ PARTITIONS, FACE NAIL 3 - 16d 17. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d 18. RAFTER TO TOP PLATE, TOE NAIL 3 - 8d 19. 1" BRACE TO EA. STUD & PLATE, FACE NAIL 2 - 8d 20. 1 X8 SHT'G. OR LESS TO EA. BEARING WALL FACE NAIL 2 - 8d 21. WIDER THAN 1 X8 SHTG. TO EA. BEARING WALL FACE NAIL 3 - 8d 22. BUILT-UP CORNER STUDS 16d 0 24" O.C. 23. BUILT-UP GRADERS & BEAMS 20d ® 32" O.C. Q TOP & BOT. & STAGG. 2 - 20d ® END & ® EA. SPLICE I, .g 2" PLANKS 2 - 16d ® EA. BRG. PARTICLE BD. - WALL SHTG. (TO FRMG.) 8d PLYWOOD- SUBFLR. RF. & WALL SHTG. (TO FRMG.): LESS 5/8$0 & V4" 8d COMMON OR 6d 8d 1 1 /8" 1 1 1 /4" 10d OR 8d COMBINATION SUB E F R. / UNDERLAYMENT (TO FdRMG.): 1 1 1 8 /8" 1 1/4" 10d OR 8d FIBERBD. SHTG.: 1/2 " NO. 11 GA. 6d, NO. 16 GA. 25/32" NO. 11 GA. 6d, NO. 18 GA. FRAMING - JOISTS/RAFTERS 1. B❑RING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: (UBC 2320.12.4) BORING- MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2' DIA. MACHINE BOLTS W/ WASHERS AT 24' OC STAGGERED. BOLTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16c1 NAILS OR USE SIMPSON ST 2115 @ 48 INCHES O.C. 4. CROSS BRIDGING OR 2X BLDG, SHALL BE PROVIDED @ 8'-0' O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. FRAMING -BOLTING 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT, SEE SEE SCHEDULE. 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- WOOD, PLASTER, ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32' TO 1/16' LARGER THAN NOMINAL BOLT DIAMETER. LUMBER 1. ALL LUMBER SHALL BE D❑UGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMAN'S ASSOCIATION.) REPETITIVE USE MEMBERS STUDS & PLATES NO. 2 JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE NO. 2 2X6 TO 3X16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS 4X NO, 2 6X OR LARGER N0, 1 POSTS & MULLIONS 4X4 & SMALLER NO, 2 4X6 & LARGER NO. 2 6X6 & LARGER NO. 1 BLOCKING, FURRING, ETC. N0, 3 DECKING & SHEATHING 2X, 3X, 4X COMM'L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG. FIR. 3, GLUED -LAMINATED WOOD BEAMS SHALL BE D❑UGLAS FIR COMB, 24F-V8 00 DF/DF (Fb=2400 PSI, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION. (00 USE V8 FOR CANT, BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95. 5. PARALLAM PSL PER TRUS JOIST MACMILLAN (ICB❑ # ER-4979) (Fb= 2900 PSI, Fv=290 PSI, E= 2,000,000 PSI> MIA REVISION DATE REV. A 06/19/03 REV. B 09/01 /03 Lf) LO (0 00 r` 00 CO m CO 0) N - Ln r0 r` co d- 0 r�r) rn r1 O I­O Q z CV CrLLJ ry m Q :5i ,n d U � D z lz Lij - to LJ Lo co Q z -� m 0 X O < Q � z rz m < w vry Lli Q 7-Q n ri co U O > cL Q Li z Q r ) (I O o0 < Q C"J (D I U Q z Li Q (00 Q =1 U U) <C <L W0c_.)z� r z Q CL' Q Q Li w z t- z zQd"z0 0 O Q = U) n PROJECT NO. COMMENCED DRAWN BY PHIL ROBLES REVISIONS DATE REV. B 09/01/03 CALE 1/4" - 1 FT GENERAL NOTES 2003.D 09/01 /03 Gml S I — EXISTING NEW REVISION DATE REV. A 09/01, REV. B 09/17, REV. C 09/24 CONCRETE FTG, PADS NOTES: 1. 1'-6" SQUARE 12" DEEP CONIC, FTG, PAD REINFORCE EXISTING W/ #4 HORIZ BOTTOM @ 12" ❑,C. EA, WAY GENERAL NOTES; 1. CRAWL ENTRANCE FOR UNDER FLOOR ACCESS 2, 6'-0" tGIRDER SPACING TYP,> FOUNDATION PLAN 04 w 3 aJ Q w 3 � LD U H U X W 0 -9 � r o� <M i iW 08 4D-2 m (E) X TH 2 F--- i BA v' 11 o D-2 m z ( -P!- -y 4 m � �N I -13 D-1 06 i� P D-2 CDx CD C1 0 IN SCALE 1/,4" a W a U w 3 � of Q 3 w (E) 2X8 RIDGE BRD. n a � a U. W � Q pq /X Cu r �> M W o a W FIRST LEVEL ROOFING PLAN W 0 (E) 0601 i 0 (vDDj LAUNDRY ROOM ro 8 1 X m�-tI I W(/)nl I o f D m E-----I X I t-i o � AH i� Ij 2030 z 16 m D - o'N A,-, I W /(N) FM ILY AREA HEIGHT 8'-1" 2X6 CEILG. JOISTS @ 16" D.C. 17 D-2 (N) BEDROOM S HEIGHT 8'-l" 4XA HDR, A,-n" FRAMING PLAN �s •i'rm NORTH F- CC) CD m o W 0 CL/ LIJ T�E: 0ED D-/ I— I I lil (E) 2X8 IDGE ERE c) r o �omoo 0-70t7 Q —} 0 ATTIC i ACCESS 124"x30" 1 Q w 3 W I - F' D-/ LL- J < - (N) 2X8 RIDGE BRD. Z >- H o r a WQ £M 3 (E) 8 R lGELBRD. � D Y X 0 N 0 1 Iv 0 m I : I A m � I 4 CDI` � o o R) 0I c o I o w � I CD CD I -� CD a } w r1 O5 I D-2 Q1 SCALE 1/4" SCALE 1/4" EXISTING NEW BEDROOM 3 W B J ry 3 w a .' CDI` � o o R) 0I c o I o w � I CD CD I -� CD a } w r1 O5 I D-2 Q1 SCALE 1/4" SCALE 1/4" EXISTING NEW BEDROOM 3 W B J ry 3 w a .' R) 0I c o I o w � I CD CD I -� CD a } w r1 O5 I D-2 Q1 SCALE 1/4" SCALE 1/4" EXISTING NEW BEDROOM 3 W B J ry 3 w a .' LC3 Lo 00 CD 00 cD rn I`• rn c0 cO N I I i r�7 cD L Ld o 0 N m m � 5 ry c) � z z Lij m oz w cD Q Qo o d Q �z z m Q- w ly- LIJ a Z <C w O <t n {l) U > tZ a Q J 101 IL z 0 (N) CRICKET V (E) LAUNDR ROOM oCot I a,rN) 2X6 R, CD 2X6 ROOF RAFTERS @ 16" 0. C. � D <N) 2X6 R.R. I a Rn -I f @ 16 D,C. Z I x 0 � I I W (E) 2X6 R.R. � C-)f � ' m - I @ 16" D,C. X H BATH 2 J(E(E) 2X6 C.J. @ 16" O.C. � �- (E) X6 C.J. (N) 2 X 6 C. z 16" 0. C. .� @ 16" ❑.C, 2030 z rl 7 rl 5 D-Z D-Z 1A (N) 2X6 ROOF RAFTERS @ 16" 0. C, (E) 2 X 6 C.J. 16" D.C.CD CD N) FAMIL AREA n sd31s (:::Iry- AaIV w -- L3 T) >� � 1 CDr 00 -1 D X o� z c1.I � d � z v <N) 2X6 ROOF RAFTERS -- @ 16" D.C. Mrs 40 " 0 '-3 ROOFING PLAN n! 0 w d Z NORTH no J D 00 W 0o J o � m: o Q ro O F- Q C6 m _Q U O U Q 1 z w Q cep Lj <C 1 U In cn Q Q d- Lj-J o U z z Q ryQ w Z < - 0 Nd- i 3 o Q = O o (n 0- PROJECT NO. COMMENCED -SS/0,414` DRAWN BY J. /y�1 �yG' z PHIL ROBLES REVISIONS DATE --1 888 w REV. C 09/24/03 ry EXP.12/31/2004 V ;� �g SCALE 1 /4" = 1 FT ram.. S-1 FroLming.dwg 09/24/03 mmmmm&02 GENERAL CRITERIA OF ROOFING REVISION DATE REV. A 09/01 REV. B 09/1 8 1, If total weight of roof exceeds 3#/sq, f t, engineering calculations is required for vertical load analysis, 2. All new buildings and additions within the Special Eire rrotectection Areas shall have a Class A roof covering, All other new. building roof ing shall have minimum Class B Clarify, O,C, building Ordinance 99-10, Composition ashpalt shingles weight 40 yr, [if e time I,C,B4O, # D-3018, E-108;Fed Spec: Exceeds SS-SO01534 Class A, 3, Brand name 'Heritage Series" Color Painted Desert U,L, Class A fire rated and U,L, wind rated , The highest ratings available in the industry, Certification. Underwriters Laboratories: Wind Resistant, Class A Eire Resistan: ASTM Sped D-3018, E-108;Fed Spec: Exceeds SS-SO01534 Class A, type 1, CAN/CSA-A123,5-m90. Valley Flashing Materials 4. Use sheet metal flashing for any valley that's at least: A. 12 inches wide for roof slopes of 7 in 12 and more B. 18 inches wide for roof slopes between 4 in 7 in 12 C. 24 inches wide f or roof slopes between 4 in 12 (All metal flashing must be at least 28-gauge corrosion -resistant) (1508.3) Roof Ventilations 5, The total free (net) area of the ventilators should be equal to 1/150 of attic area space, (Example-- Only) For an area of 565 square feet, you'll need a total net ventilating area of about 3,76 square f eet, or 2 square f eet f or each of two ventilators, ROOF DIAPHRAGM NAILING 1. 1/2' CD-X PLYWOOD EXTERIOR GRADE INDEX 32/16 UNBLOCKED WITH 8d COMMON NAILS @ 6'-6'-12' D.C. EN,BN,FN, 2. Roof diaphragm nailing to be inspected before covering, Face grain of plywood shall be perpendicular to supports,' 3. Floors shall have tongue and groove or blocked panel edges. Plywood spans shalt conform with Bkuilding Code Tables 23-11-D-1 and 23-11-E-1. 4. Pipes, ducts and other nonstructural construction shall not interfere with accessibility to or within underfloor area, (2306,3) E.N. 2X JOIST IOD SHEATHING 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X S❑L._ID BLOCKING, 2. )K DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL, 3. WALL SECTIONS HAVING A HEIGHT TO LENGTH RATIO IN EXCESS OF l 1/2 TO 1 SHALL BE BLOCKED, 4. PAPER BACKED SELF BURRING EXPANDED METAL LATH WITH ICB❑ APPROVAL. 5, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED. 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C, ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED, 7, ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8' X 12" A.B.'S @ 48" ❑.C, FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT: AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE W^ LL FAMING, PLATE WASHERS A MINIMUM OF 2 INC'.' BY 2 INCH BY 3/16 INCH THICK SHALL BE USED ON EACH BOLT.(1806.6.1) 8, '5 FOOTINGS TO HAVF= 7 /32" SHOT PINS AT 'T-117'Q�i'-1-iTi'TT'T'P-G-T�' J't�.. TTO-i'-T'"Z.T :i- NU I LSt 1. ROOF SHTG.-- 1/2' THK. INDEX #32/16 DOUG. FIR INT. TYPE W/EXTERIOR GLUE 2. FLOOR SHTG.-- 3/4' THK. T & G INDEX #32/16 DOUG. FIR EXT. TYPE NAILING: (EXCEPT WHERE NOTED OTHERWISE) RF. SHTG. FLR. SHTG. B.N. = BOUNDARY NAILING 8d 2 6' O.C. 10d @ 6' O.C. E.N. = EDGE NAILING 8ci R 6' O.C. 10d @ 6' O.C. F.N. = FIELD NAILING 8d 2 12' O.C. 10d @ 10' O.C. NOTES: 1. NAILS SHALL BE PLACED NOT LESS THAN 3/8' FROM PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 2. NO UNBLOCKDED PIECE LESS THAN 12' SHALL BE USED, - FIELD INSPECTION NOTES= A, Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. 9. 3/8" PARTICLE BOARD GRADE 2-M-W MAY BE SUBSTITUTED FOR 3/8" PLYWD & 1/2' PARTICLE BOARD GRADE 2-M-W MAY BE SUBSTITUTED FOR 1/2" PLYWD PR❑VIDE SAME NAILING SPECIFIED FOR PLYW❑OD, 10, USE. CDX, CC OR STD SHTG IN LIEU OF STRUCT II PLYWOOD, ALL PLYWOOD SHALL BE 'OUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. LO LO 00 (0 (0 r__1 00 0-) 0-) c0 (0 N LO r1r)Q0LO I- d- o � 0 ~ N � w -' m M ow ( Q z � Q 0 O Q 1: z z Imo— Li 0 w <_ _ 0_ n Q (n w U O > CD Q 0_ Z a CL z 0 0 0 0 UM 146 w z Q I- O 0O0 <C I-- <C U 1-: 0 U Q L`J I U Lo Q Q I Ld U z z << r, � Q'� Q W z z z �C o O cn CL PROJECT NO. COMMENCED *4� DRAWN BY z PHIL ROBLES w '9� U REVISIONS DATE Cr C_ 1888 ;:0w REV. a 09/17/03 x EXP.12/31/2004 �t C6 v l\- SCALE 1 /4" = 1 FT elf OF C Ally S-2 ROOFING.DWG 09/17/03 F04 S=2 (F__� ATTlf- A GUTTED SECTION:A /m�A I SCALE 1/2" = 1 FT SCALE 1/2" 1 FT (EXISTING SOUTH VIEW.-) FO3 (EXISTING) (NEW) NORTH ( 12 'l 5 rl 4�' 5 D-2/) 12 D_2 2X4 CONT. NAILE 5 u* It W/1 6d @8 O.C. O Jr a; 0, (N) CRICKET D-2 08 05 Q0 (D (O 5 0 0 0 N TIES @ 48" O.C. 00 qD-2 D-2 4-16d A35 @16"O.C.� �"\ \ 1/ ` L__ j VI x " v V L_ I I \-' L__ L_ -.,I r-x \-' L_ A35 @16110.c. LANDING L ------------- (NEW EAST ELEVATION VIEW.- ) EN NEWS-] �7 (EXISTING) REVISION DATE REV. A 09/01/03 REV. B 09/17/03 0 Lo 00 (D 00 (D 0-) r--, 0-) CO (D I CN I Lo rD r- I d- L0 r-_ 0 Ld Q0 0 CN Cy) ry Ld m mLd cn LLJ Lo Lo to < Lij m 0 1 f= M 0 X 0 z < m< z ry �5 m < F— Lai C) Lli n 0 o- u) Ld o 0 > < n 01 ) < 0 oc) < 0 V) N 0 OF) Lli < LJJ < < Lo n V) W < o u < d- 7, , ry 12 T�l 16 d @ 16, O.C. CONT/ 2X4 W/16d @6' r, TYP, 2x6' CONT. --\ 3/8" Decorative ply panels R-13 INSULATION FOR EXTERIOR WA LS R-19 FLOOR INSULATION 3/4' PLY, T & G FLOOR SHEATHING 2X STUD WALL W/ SHEATHING 2X FLOOR JOISTS PER PLAN 2X6 SILL PLATE OR 2x4 P,T, WITH 5/8 x 10" LG. --� ' --LAP F,J, 12' W/ 3-16ol A -BOLTS @ 48' D.C. TY I• 1 I \ •��� I ZX BLOCKING @ POST 2X6 #2 F.J. @ 16' O,C, .� J FLOOR SHEATHING 5/8" FLOOR 4a E_: SIMPSON PC (POST CAP) JOISTS PER PLAN A35 @ 32' D.C. Z ,- ` 0 1X4 BRACING FOR POSTS — OVER 36" IN HEIGHT 2X P,T,D,FF, SILL PLATE A NAT, .� c3 GRADE P,T, WOOD POST T. T & B R-19 FOR FLOOD', INSULATION 2X P,T, BLOCK z ►� z � ° 10' SQ, PRECAST 5/8' DIA, X 10' ANCHOR =1111 =1111T CONC, PIER 1111=�ITf1_ BOLT, SPACING @ 4'-0" O,C, :III) III r 1i2 • IIII-: _ �— I I I ICI• WITHIN 12 INCHES OF CORNERS iti� 114�'• AND SPLICES, EMBEDDED 7" MIN, �' a. '• _ a •'� WITH PLATE WASHERS MIN, • • �--= . -! • 2"X2"X3/16 THICK ' • - ' 18-- MIN, SQUARE CONCRETE NOTE-. Showing Compliance With CBC Section (1921,2,4,1) f'c shall not be less than 2,500 psi INT. CONT. FOOTING .3IRDER HANGER- GS466 GIRDER PER PLAN TUP PLAN VIEW PLAN SIMPSON ST12 STRAP IMT — GIRDER PER PLAN o GIRDER HANGER- GS466 4. ° • CONCRETE FOUNDATION WALL CUTTED SECTION VIEWt CONCRETE NOTEi Showing Compliance With CBC Section (1921.2.4,1) f'c shall not be less than, 2,500 psi NOT TO SCALE 1. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS: AND HOLD-DOWN SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. "HDA" HOLD DOWN O SEE PLAN SSTB ANCHOR BULT O SPT 1-#4 MIN. 2X6 P.T. SILL T_ SSTD SELECTION TABLE SIMPSON CATALOG MODEL NO. 2X,3X AND 2-2X SILL PLATES MONO POUR TWO POUR HD2A SSTB16 SSTB20 HD5A SST820 SSTB24 HD6A SSTB28 SSTB34 HD8A SSTB28 SSTB34 HD10A SSTB28 SST634 4';�� SLAB U it 00 e t l le t v a �\ #4 REBAR / - v j11 SSTD SELECTION TABLE SIMPSON CATALOG MODEL NO. DIA. L MIN. EMBED Le SSTB16 5/8 17 12 SSTB20 5/8 21 16 SSTB24 5/8 25 20 SSTB28 7/8 29 24 SSTB34 7/8 34 28 SSTB36 7/8 36 28 (' FUMING .0 U c d a /4 N `e 4 4 d + d " ° Simpson Strong -Tie SSTB 12" 1- STORY CONCRETE NOTE, Showing Compliance With CBC Section (1921,2,4,1) f'c shall not be less than 2,500 psi "HDA" HOLD DOWN DETAILS, GH GIRDER HANGERS A GIRDER - TO - FOUNDATION WALL CONNECTION MATERIAL; 12 GAUGE. FINISH, SIMPSON GRAY PAIN INSTALLATION, USE ALL SPECIFIED FASTENERS. SEE GENERA NOTES. INSERT FOUR 16d COMMONS INTO GIRDER. H DIMENSION ASSUMES 2X SILL, WHEN USING A LARGER SILL SUCH AS 3X SPECIFY H = GIRDER HEIGHT - MUDSIL.L THICKNESS. 1 1/2' CLEARANCE HOLE ACCOMMODATES REBAR OR ANCHOR. THIS IS NOT REQUIRED OPTIONS+ FOR SKEWED AND SADDLE HANGERS, SEE HANGER OPTIONS ON PAGE 150. CONTACT SIMPSON FOR OTHER SIZES AVAILABLE. CODES, BOCA, ICBO, SBCCINER-443. CITY OF L.A. RR 25149 CONCRETE FOOTING PER PLAN BOTH SIDE] NOT TO SCALE NOT TO SCALE 1101 G I R./POST/FT0% CON N . L J-'d R VENTS 6"X12" -1/4" WIRE MESH GALV. 1' �-*--1 112' �\ 6'-0" MIN. 1 '-0" FT. O.C. MAX S H ° P W TYPICAL GH L LOADS MAY NOT BE INCREASED FOR # 4 REBAR SHORT TERM LOADING. ' LOADS 2. A MIDSILL ON TOP OF GH IS REQUIRED TO ACHIEVE THE TABLE LOADS. \\\ MODEL NO. GIRDE DIMENSIONS AVG Ulf ALLOWABLE W L H S FLOOR (100) ROOF 4125> H46-6 4X6 3 9/16 6 4 6 1/16 12167 2000 2000 H46-8 4X6 3 9/16 6 4 8 1/16 12167 2000 2000 H48- 4X8 3 9/16 6 6 6 1/16 12167 2000 2000 H48-8 4X8 3 9/16 6 6 8 1/16 12167 2000 2000 H66-6 6X6 5 1/2 4 6 1/16 19167 4000 4000 H - 6X6 5 1/ 8 4 8 1/16 19167 4000 4000 H68-6 6X8 5 1/2 8 6 6 1/16 19167 4000 4000 H68-8 6X8 5 1/2 8 6 8 1/16 19167 4000 4000 TYPICAL GH INSTALLATION Effe0i NOT TO SCALE NG FTG. FTG: 2X6 SILL 3._0.1 12„ 12" LANDING p a • 0 0 a 4 •• .4 v ,J • 74t =-I I { (---1 I I l--.! I 1 I --•-III 1= - =1 I (I - SIDE ELEVATION VIEW= 0 s N 44 OD / X UP STEPS 00 T. R DE ��II 11= # 4 REBAR CON'T NOT TO SCALE EXTERIOR CONC. STEPS 2X6 LEGER JOIST \ 3/4" PLY. Underfloor ventilation opening size and location equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation along the length of at least two opposite sides. Openings shall have 1 /4 inch corrosion resistant metal mesh covering. (2306.7) AM � H No nw� 06, No � I �kmw t rr.�rn Inlc�-r - 20 GA. FLASHING BARRIER 5/8" PLY 2X6 F.J. 3'--0" LANDING a 4 0) .4 v " •' ' EXPDXYED Z �1 A a UP 4 STEPS NAT. GRADE p NAT. GRADE =1 i f 1=iil 1-11il�lil l= =1111=1i1 l =1 T 11=1 T 11= • P CUTTED SECTION= 3,_0„ LANDING — w a . Q 00 Q v / Q ,J o . Mi 00 p v a U P N 4 a 4 UP 00 d STEPS STEPS NAT. GRADE NOT TO SCALE FRONT ELEVATION VIEW= 104 1 _ R-19 INSULATION 1/2 GYP. BIRD. - 2X6 FLR JST ® 16" O.C. FIN. FLR. 3/4" PLY. T & G \ R-19 INSULATION —\ REVISION DATE REV. A 06 19 03 REV. B 07/15/03 L0 Ln 00 00 (D I~ 00 00 CF) c0 cD N LLJ to Ile) CO Ln rn r _j z�- Z o � O ,_ Q N LLJ ,LJ m d 1`0 < w U D Z M J<c Z J => x Q Q o =z m <5WW J U -I Z 0 _ <t LLI O Q EL a- (n U > a- ■■ 1A EXTERIOR CONC. STEPS 101 Exterior stucco to match with existing over shear walling (TO MATCH WITH EXISTING) • T r/ R-13 INSULATION FOR EXTERIOR WALLS 2XBLK W/3d NAILS PER BLK 2X6BLK T 2X6 P.T.D.F. / METAL BASE SCREED STUCCO 0 FOUNDATION PLATE LINE FOUNDATION PLAT& LINE 0 4 INCHES ABOVE THE EARTH ItIL I GROUND LEVEL t 00 •114 2 INCHES ABOVE PAVED AREAS 1111 ,IIII--=llfl.=1111=1�1f=illl= / 11.__i� -1111=IIII=1111 �lIIIL.T • � w s "12�MIN. CONCRETE NOTE1 Showing Compliance With CBC Section (1921.2.4.1) f'c shall not be less than 2,500 psi NOT TO SCALE =111i=il�i—ilii�lill.-1111; llll .=1l f 1, 1111=1111 =1111= LU #ALL CONTINUOUS" EXTERIOR FOOTING TO HAVE 4 REBAR CON'T 5/8" X 12' A.B.`S @ 48' O.C. FOUNDATION 0 ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUTi AND THE NUTS SHALL BE TIGHTENED JUST PRIOR 0 TO COVERING THE WALL FAMING. PLATE WASHER A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 INCH cc THICK SHALL BE USED ON EACH BOLT.(1806.6.1) L ( HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.) 05 1 EXTERIOR FOOTING 1 02 (3 24 G.I. SCREEN 1 /4" MESH (2506.5) GUTTED VIEW: TOP VIEW: 11 NoT TO SCALE NOT TO SCALE POSITIVE ATTACHMENT TO FOOTINGS 09 TYP. CRAWL THROUGH DETAIL, WNo (N) R-30 INSULATION (E) BLOW INSULATION (NEW} (EXISTING} � '`:�•- RAFTERS CEILING AFTERS CEILING INS (N) 2X8'S ® 16" O.C. (E) 2X6'S 0 16" O.C. X rwr 1 u� 2X8 LEDGER ZZ 5/8" LAG BOLTS 10" LONG WITH (E) 1/2" GYP. BRD I J 5/8" WASHER 2'--0" O.C. o O STAGGARED Q z w N co I Z Q z (NEW EXTENDED LIVING ROOM) (EXISTING LIVING ROOM) Oo o o R-19 INSULATION Q Of n - < LL1 EXISTING BALLOON FRAME z I N z o 3/4 PLY T&G o = o < - MATCH W/ EXISTING PROJECT NO. FLOOR JOISTS 2x6's 16" O.C. EXISTING FLOOR LEVEL COMMENCED \ / APRIL09,2003 DRAWN BY / t- PHIL ROBLES .� fESS/ �� � REVISIONS DATE a�5 (E) EXTERIOR FOOLING t�� 1W REV. B 07/15/03 5/8" LAG BOLTS 10" LONG WITH 5/8" WASHER 2'--0" O.C. tr `� D V SCALE 1 4" = 1 FT � " �, . © .bF.b, �, C-1 8 8 8 �t STAGGARED / / .� Q Q ��� ��/ EXP. 12/31/2004 TO BE ATTACHED TO EXISTING HOUSE47 ��� C1 V 1l- ,�'�- ROSE04,DWG l' OF CAt-�F�¢ 07/15/03 NOT TO SCALE --- POSITIVE ATTACHMENT CONCRETE BASE PAD 03 D=1 11 NEW EXISTING SIMPSON STRONG -TIE (EXISTING) > (NEW) CATALOGC-2000 EQI EQ, PAGE 40 & 42 LUP26 HANGER ST6224 STRAP TIE DOUBLE TOP CODES: BOCA, ICBO SBCCI NER-393.(LU,LUP) OR EQUAL 2X,S DIFI #2 2X4'S D,F, #2 SIMPSON GLU—LAM PLATE 2X6 CEILING JOISTS C� 16" O.C. ICBO 5117 (U, HU): CITY OF LA, RR 24947 RR 24818. (LUP, U,HU, LU-18 gauge); I� CEILING JOISTS TOESTRAP NAIL CEILING JOISTS PER PLAN —ROOF SHEATH'G Dade Co., 98-1021.01 (W,LUP,U,HU) @ 16 0,C' 16- 16-d NAILS „ @ 16 OIC' STAGGERED G C R-30 INSULATIOflI.___. { o 0 4 0 0 0 0 0 BOUNDARY NAIL USE 16d 5 MIN. 8d @ 6" O.C. + + + I (TYP) FRIEZE BLK + + + ; o o 2-2X TOP ASPHALT SHINGLES ASTH SPEC. D3018 30LB FELT /'�`�`'���` TYPE 1 D3161 `� SIMPSO A35'S S32" .C. TYP. ° --_- -- -- ----------- ---- =--- - _- _-- - - -- -- _ - - -- _-- -- E,N,�� ; PLATE \—'vEPC**' POST CAP DOUBLE 1/2" PLY. CDX SHTG. W/8d NAIL '-./ ° ° 2XBLK S ' TRIMMER STUDS D S @ 16 ❑ , / C I @ 6 & 12 O.C. o ° 1/2" GYP. DRYWALL 12" __.�-� 2X4 DBL. PLATES MIN, LAPI COL, PER PLAN EAVE FLASHING 1 /2" DRYWALL o o 1/2" GYP, BRD, ,' 2X FACIA BOARD 2X6 RAFTERS Cal 16" O.C. `� o o BOTH SIDES 1/2" GYP, BRDI \ R-13 INSULATION o40 i I F BOTH SIDES I (EXISTING) (NEW) EXTERIOR STUCCO 2X4 @16" O.C. o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EILIN Ca JOISTS NEVV O TXfSTfN�STRAP 181EAVEOC STRAP BEAM TIE �8 TYPICAL CEIL'G/FLOOR JOIST HANGAR 01 2X6'S DIFI #2 TOE NAIL 2X6'S D.F. #2 rCTI TKI(- IMT�`T16-cl NAILS e- r—TI Tn Ir— ir--Ire—-'C' 2X'S ROOF I @ 16" O.C. KI UUt bu. @ 48" O.C. ST6224 C. ROOF TYP. 2X RAFTERS Jil'II..J�V11 J 4! VI Iy 1 IC HI 2X4'S TOP PLATE DOUBLE HEADER. TOENAIL 8" O.C. STAGGERED. SOLE PLATE. SILL SHOWN CUT AWAY TO SHOW NAILING. KING STUD. TRIMMER. CRIPPLE STUD. 1�IS MIDI AILS TYP, JBLE TOP NTE NOT TO SCALE NOT TO SCALE NOT TO SCALE LJ NOT TO SCALE INTERIOR WALL TO CEILING JOISTS 17 ROOF RAFTERS TIE INS 13 RAFTERS/TOP PLATE TIES 09 WINDOW FRAMING 06 SPLICED TOP PLATE 02 16d @ 16' ❑,C, MAX. � 2-16d 4'-0' MIN. LAP 8-16d NAILS PER SPLICE 48" UPPER R SPLICES RF, RAFTER PER PLAN o° o° 2X 8 PURLIN SPLICE OVER ST64� D.F. #2 OR BTR, HEADER— SEE FRAMING PLAN 2X 4X 16' LONG 2— 16d END NAILS W/5,19 2X STUD & TRIMMER, MIN. @ JAMBS BUTT FOR SOLID BRG, 12- 16d NAILS 2X 4 @ 48" ❑.C, 2X STUDS @ 16' O.C. MAX, 8'-0' LENGTH MAX. 12'-0° LENGT 5/8" DIA, X 10" LG, ANCHOR INSULATION BOLTS @ 4'-0" ❑,C, MAX. EXTERIOR WALLS KING STUD TRIMMER- 2X P,T,D,F, SILL, U.N.❑ (DBL, UNDER ❑PENINGS "A35' FRAM'G. ANCH CLG, JSTS GREATER THAN 6'-0") BRG, WALL OR BM. NOT TO SCALE 9" MAX, FI FROM SILLEND ■ .LIN BRACE 0 nea RF, SHT'G NOT TO SCALE 19 1 CALIF. F SIMPSON ST6224 STRAP @ 48' O.C. /-2 X R/R @ CALIF, J/ 2-16'TOENAILS TYP. EA, BASE & EA, SIDE 14 CHORD DETAILS ROOF DIAPH, 1/2' PLYWD. CDX WITH 10ci " @ 6' OC 15 10TYP. WOOD STUD WALL FRAMING i nr4 # # ra i a, n r j— RIFI SHT'G j— ROOF DIAPH, -A35 @ 32' D.C. U,NIOI 2-2 X SLOP'G PLATE 2X 4 @16" O.C. ' X PLATE WALL FINISH CLG, PER P L A 2 X STUDS @ 16' ❑.C. NOT TO SCALE SHEAR WALL TO ROOF E,NI id @ 8- WALL FINISH PER PLAN--� il `Vj 0vuJ VI"ww"I%"w "I l-"1 I L /\ V1_w_ V IV V.V. VI♦ SIDE OF SPLICE WINDOW MULLIONS NOTE: SPLICE PLATES ARE OVER STUD OR MULLION. SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS INDICATED ABOVE. NOT TO SCALE TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPLICE IS INDICATED. TYPICAL NAILED SPLICED I07 m TYPE LOCATIONS COMMENTS R-30 INSULATION CEILING YES APPLICABLE R-13 INSULATION EXTERIOR WALLS YES APPLICABLE R-19 INSULATION WOODEN FLOORS NOT APPLICABLE (FOR CONCRETE SLAB) ©e pt�ESS/p��l / Q J. w 11888 � EXP. 2/31/2004 `sly j C / V 1\' F OF CA a 00 cfl cD I� 00 0-) m p co CO N sO (__ d- r-0 Q0 In O (10 O I= <C N ry z rn w m Q rill U z z oX <c Iz <t z O Q m Q W v Q w _ O <OC IZ 11 v) U > n ■■ U) z Q T CL cc 0 0 mi u 10 W G as 0 cc CL c 0 T 1- x T Q 0 w Q t j � d- Q O pp r-, Q U F__� rn o U <C to z w Q Wp <C U In (f} Q QLd d- _; ry 7 U Q F_ w <C z w Q Q O Qf O � � cn n PROJECT NO. COMMENCED DRAWN BY PHIL ROBLES i REVISIONS DATE CALE 1 /4" = 1 FT D-1 STRUCT.DWG 09/01 /03 DIVISION 11 - ELECTRICAL: 1998 CA. ELECTRICAL CODE REVISION I DATE rallffilrA1' irs 0 0 =1 o © o r� n c-� o \ o 0 o d o COLD WATER BOND #4 COPPER 5/8" DIA, GROUND ROD COPPER 10 LENGTH (2) each at 20 f t, apart in ground SINGLE LINE DIAGRAM MAINOCL SWITCH a CM I Q 1 d 2 a 3 a 4 a 5 a 6 cza 7 a 8 a 9 a 10 r----------=� i 4 I JI L-------- 11 r---------- i Lail L-----------� 12 a 13 Q 14 CZ-all 15 a 16 a 17 a 18 Q 19 a 20 a 21 4 22 r-------- r-q L1i L-------- 2ji 23 - r-------- r.01 i ---------- 24 4 YAAA1u f ; Al Oetul �I��TI��;l;��I�=���:� 1. All work shall be in full accordance with all codes, rules, regulation of governing agencies and shall comply with the requirements of the serving power and telephone companies. 2. The contractor shall verify availability of sevices and determine actual details pertaining to exact locations and requirements before submitting his bid, upon receipt of notice that electrical contract award has been made, successful bidder shall notify power and telephone serving utility companies of the estimated date when service shall be desired. 3. All materials and equipment furnished and installed under this section shall be quaranteed by the contractor for a period of one year from the date of acceptance of the work by the owner. 4. All equipment installed outdoors and exposed to weather shall be weatherproof, and G.F.I. protected. 5. Receptacles in kitchen and bathrooms shall be installed aboved worktop. Receptacles in bathrooms shall be G.F.I. protected. 6. Receptacles shall be installed vertically at 18"+ above floor. 7. Wall switches to be 48" above floor. 8. All electrically operated fixtures, outlets, equipment or devices whether installed by this contractor or others, shall be fully connected to proper electrical source and left in operating condition. 9. Aluminum wire No. 4 AWG and smaller shall not be used in electrical wiring. 10, SMOKE DETECTORS REQUIREMENTS (SEE SHEET A-1 FOR LOCATIONS) NOTES: A, Spoke detectors shall be provided in alt new construction, additions and interior alternations with a valuation over $1,000.00, In new buildings, smoke detectors shall be connected to the building wiring system and be provided with battery backup, In existing room smoke detectors may be powered by battery power, ECBC 310.9.1.2 & 310.9.1.31 B. Smoke detectors are required in each room used for sleeping, centrally Located in the wall or ceiling in corridors provideing access to each separate sleeping area, at each floor or basement Level, and in close proximity to the stairway, ECBC 310,9141 C. Smoke detectors shall sound an alarm sudible in all area of the building or be interconnected, ECBC 310,9.1.41 D, Where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, detectors shall be installed in the hallway and near the high point of the ad joinging room, (Battery operated smoke detector permitted in existing construction only) E. Smoke detectors to be mounted and located 8 inches below ceiling height, (see Legend) 11, Electric system grounded to cold water pipe and UFER, See Footing Details Same Electrical sheet. 02 12, 120 volt receptacle outlet is required within 25 foot of unit. it shall be on some level in (attic) as unit. 210--63; 210-70; UMC 509 13, Attic tight required alone with switched at entrance, 14. All bath and kitchen lighting shall be energy -saving (Fluorescent) type. 15, The general kitchen lighting and all bath light shall be energy -efficient type, At this time that wilt usually be a fluorescent type fixture, This is a State of California Energy Commision regulation that is a part of the Title 24 Code 16, As used in this section, a "wall space" shall be considered a wall unbroken along the floor line by doorways, fireplaces, and similar openings. Each wall space 2 feet or more wide shall be treated individually and separately from other wall spaces within the room. A wall space shall be permitted to include two or more walls of a room (around corners) where unbroken at the floor line. (FPN): The purpose of this requirement is to minimize the use of cords across doorways, fireplaces, and similar openings. Receptacle outlets shall, in so far as practicable, be spaced equal distances apart. 15 AMP BREAKER X'S 80% VOLTS = 12 12 x 120 VA = 1,440 VA COMMONLY HOUSE ITEMS REFRIGERATOR APPROX. VA'S 1,500 VOLTAGE 120 PHASE Single A/C 6,000 240 Sin le LAUNDRY 1,500 120 Single 20 AMP BREAKER X'S 80% VOLTS = 16 16 x 120 VA = 1,920 VA AIR BLOWER 800 180 Single DISPOSAL 1,000 120 Single DRYER/GAS 1,500 120 Single 30 AMP BREAKER X'S 80% VOLTS = 24 24 x 120 VA = 2,880 VA GARAGE DOOR OPENER 11000 120 Single ATTIC FAN 1,000 120 Sin le EXHAUST FAN 1,000 120 Single LIGHTS ARE APPROX. 100 WATTS (EA.) RECEPTACLES = 180 VA ELECTRIC OVEN 10,000 240 Single ELECTRIC WATER HEATER 6,000 240 Single ELECTRIC HEATING UNIT 20,000 240 Sin Le 10 OUTLETS 180 VA'S PER OUTLET = 1,800 WATTS WHICH IS 80% OF BREAKER ALLOWED. (SAMPLES ONLY) LEGEND SURFACED MOUNTED SMOKE DETECTOR ON CEILING BATTERY OPERATED B. NOTE 10— O SURFACED MOUNTED SMOKE DETECTOR ON CEILING HARD WIRED OPERATED w. ® EXHAUST FAN FOR BATHROOM WEATHER PROOF FLOOD LAMPS _ FLOURESCENT LIGHTING FIXTURE Nsc INHOUSE LIGHTING FIXTURE G.F.I. 110 VOLT OUTLET G.F.I. 110 VOLT OUTLET O QUADRAPLEX 110 VOLT OUTLET (BE 240 VOLT OUTLET FOR DRYER G.F.I. D PWP 110 VOLT WEATHER PROOF OUTLET G.F.I. S SINGLE THROW TOGGLE SWITCH Q JUNCTION BOX $3 THREE WAY TOGGLE SWITCH ® MASTER PANEL A 0 ATELEPHONE LOCATION -- (LIGHTING) OVERHEAD RUN WITH 3 WIRES © OUTLET CABLE T.V. HOME RUN TO EXISTING ELECTRICAL PANEL/BREAKER ASSIGNED TO EXISTING AREA FLOOR PLAN 17, Z 0909 �- 64 if I Z 1 I �' pad �S'p dOOG SSV-19 9NI IPS iiW / H)1 o RMEM M C) y rti LANDING ry® O 0 j Z Q V a V I 18000 SSV19 ONIM IS I WP G.F.I. iH S > W v Q U � — I ® o � Q � � P s L13 W 1 ACTI S � N NOTE 12 & 13 '�` � I Z � H �[ i 24Ox01 7. W (� ---- --- I--- I— CE (� I W (N) W D 0 0 4 C3 : n 0 T--i J J t j ( in IV S3 S I� CD IP nED CE L!- �� W _ ry v 0 W � CL1 Pq 4 r I I I = / '0 :30 ` W = W W 0 r7 I 2020 20 0 11 4040 4040 4040 3030 2 ii ii 4040 <E> (N) WALL LEGEND ELECT. CRAWL METER TRANCE EXISTING WALLS DD SCALE 1 /4 = 1 FT NEW WALLS 031 CLOSET F- 0 CS � o W � Pq ,o\ b 404 -- E 'S/p��/ c C- 1888 EXP.12/31/2004 sl9/ C l V 1 \- OF C, N\_\ � U7 U7 00 (0 (t) I_ Q0 Q0 N I � I (0 I LO ►� 0) I I I o � Ld a ~ N ry 0-) m w m :2 :D LOU Z bi (0 Q Z J J F` m X Q ry Q Z Q -5 Z M Q I W W Q S C� Q w o Q n n cn ca > n W Z 5 ICL cc 0 0 mi UM J cc W J W 0 Lis 44 a L 0 cc L Z 1A X LIJ Z d O CO Q � U F O Uj d- W Q =j U Q Q Uj I ry ZQ � 11 Q Q LLl zQzo o�)ocnn PROJECT NO. COMMENCED DRAWN BY PHIL ROBLES REMSIONSI DATE SCALE 1/4 1) = 1 FT E-1 FLoorPlanAwg 09/17/03 IVAI CERTIFICATE OF COMPLIANCE: RESIDENTIAL (tale 1: of 3) C.F-I R 1-46 —4 � OAt�ry �� f n Project Tine1 W, f llejo4 Awa Aat�c Project. Ss � Building Permit # o 14 �, .5- Docum,entati A t or elephonG�, Plan chi k i t t< di441 D Field (;beck/ Date Cutitgliartce .Meth -A ackage or Computer) Climate Zone .0 me t eaq 11 Only GENERAL INFORMATION Total Conditioned Flaotr Arca ftt Average Celling Height: ' R Conditioned Stab Floor Area -tom fe Building Typc: ✓�—Singtc Family �'Addition (check Otte or in ro) Multi-Farilily Existing-PlUS-Addition, 0 Front Oricntation: 0 on Y South 1 East I West 1 All Orientations f it front orieatattian in daWm from True North and cWo ona j Number of Stories Number of Dwelling Units: T%or C'.ttoNt uction Typo; sl ised Fltoar ie ate orboth) RADIANT BARRI. re ttit+ed in lim c 12ocA 2 4 8-15 R.equkc d for this submittal,_,,,,, ycs no BUILDING ENVELOPEj.NSULATIUN Component I Type Frame Type Cavity %vd - wool Insulation stl - steel ? R-Value Shcathi-n T Total R Insulation Valucl R-Value Asse bey -iaCtot't t �T Locadon/Commenzs -j (attic, garage, 'typical, ctc.) i'4ru11 ! - � ; Wall t ' Roof - s Roof -Floor i -1 ' Floor Slabtdge n - •_. f• .M , t. 'f "Y.f • • ...,-t..-fY N__._ .-_..�..___'..__J.l_._.____-.__11:__..._�.....it 41-1..,......4.. ..-.....r.0 ....r..,. _ lotion r swim ments for the �pt+, Pacim2e. FENESTRATION Shading Devices FeneNtnitioo #Al fios. Chien- tation Area ft' Fenestration U-Foe ar Fenestration SHGC Exterior Shading Att. overbangs/ Fins P Front d Y Front. Left � ..�1 __ 4o i..eti i Rear l3° Rear $t' It -� Right _&Ylight Compliance Forms August 2001 _A 2 w�. �61 CERTIFICATE OF COMPLIANCE: RESIDENTIAL. (P e 2 of 3) CF-1 R. Project Title Date HVAC SYSTEMS Now: Input hydronic or combined hydronic data (fader Wutcr Hotting System;-, except Dssigtt Heating load. Distribution Heating Equirtoent Minimum Type and Duct or Heat. Pump Type (funu ce, heat Efficiency Locutiou Piping Thermostat Configuration etc.) (AFUE or EISPF) (ducts, attic. etc.) R-Value T or 'Cooling, Equipatent Minitnum Duct Heat Pump Type (aircoaditioner, Efficiency Location Duct Thermostat Conriguration hest m , . cnotiti) SFiRIt ante, Cu,.) R-Value ( tit -or xcklr -V A • �- N.A. v v SEALED DUCTS and T20L& Lor Alternative Measures Sealed Duct$ all a itnaw amen (I similar wstitag and eartitic atoon and Ht KS mw field varifieation rvquiaod) EXP. 12/31/ 2004 K TXV6, MOAWY accessiblc (climax zones 2 and t1-15 only) e p 31l 1 `' (Inatatllnr testis nnKl ccrii5catiun and ItERS katar to field verification mquircO � Refrigerant Charge/Air flow (t lianate rota(e ? and & 15 only} OF CA��FO (idtxtulltr testing ur►ti atirtiticasidrn auti HERS Rtdtaa• der ficki vc7aficarkm rxledrtxl) OR Alternative to Sealed Ducts and TXVss (sec .Pad l-aage C or D Alttanatiwo Pacllge Feutures for Project Choate Zuitc) Climate Zone Window SHOC Window U•-Ftudrn SUR Healing WATER HEATING SYSTEMS Energy' External Rated' 'yank Factor or 'Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby' Insulation Tvpc lype in System or Blotto ons) Efficient, Loss R Value 1. For small gas sturagt: water boatm (nitedd inputs of less than or equal to 75,004 B ulbm electric resistance, and beat pump water haters, list Energy FwAur. Far IuW go storage wutar hwu= (ratod input of Smater than 75,000 Btulitr), list kated luput, Recovery Efficiwcy and Slandby Loot.. For m* siantaraxute gm water hchuts, liar mud input atop ivwvM oflicias cos. SPECIAL F'EATMS [add extra sheets ifnecesml. Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001Rmidential Manual). Package C: thermal mass (thermal mass typc, covering, thickness, and description). Compliance Forms August 2001 A-3 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page i or2) MF-1R Note: Uwrisc residential buildings subj"-t to the: StaffWatxis m w canna these measures regardless of the coatlpbauce approuh used. It=s marked with an asterisk (*)(nay be superseded by more stringent ccmtpHauce requh metes listed on the Cc rtifteato of Compliance, ' When this checklist is incorporated into the permit documets, the'feattlt'tK; noted sluti be cxt kicre d toy all partiic% as minimwmt component performance specifications for the inwidatory measures whether they are sho%�n clscwhcri: in the: documents or on this d mWist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTIONT DESIGNER ENFORCEMENT Nuildilag Envelope Measures. " � 154(aj: I�ttinimutn R-i4 nailing ingtttatioa. ' § 154ka): Lowe tfiil insulation Raanuracturer"s labeled R Value. " § 150(i,.y Minimum R-13 wall insulation in wood framed wails or equivalent U Factor in metal frww walls doea fu* an 1 to exterior niass wall . s,,.1' § 150(d): Minimum R-13 raid flour insulation in fxumed floors. §150(1) . Slab eeigc iusulatio it - ,tutu atbssoxVdon rate no greater than 0.3%. watervapor trans aaissidm rate txi eater than: 7-0 `'inch. _ } §118: insulation specified ter installed meets insulatoa quality standaMs. indicate type and form. i §116-17: Fenestradon Products, Rxterior Door, and lnfiitnation.rftfiltmtion Controls ! 1. Doors and windows between cauttdidoiwd aural utrcxuxtitionvd spucrs tic:wgned to tint air leakage. 2. Fenestration producla (except field -fabricated) hove tabei with certified U-Factor, certified Soler Heat Gain Coefficient ($HOC), and infiltration certification. 3. Facterior loon and windows wcatherstrippcd; ate joints and r netrarions caulked and sealed. t/ §150(1 r Vapor barrieru mandatory in Climate 7.ones 14 and l6 coyly. §150(fy Special infi.bration harrier installed to cwTly with § 151 trwts Cotuutissiadt duality I;uwti;rrdl L Inatatlatnon of Fireplaces, Decorative Gas Appliances and Gets Logs. 1_ Masonry and factory -built fireplaces bAve., a. Cimcable, metal or glam door b. Outside air intake witb 4 w wr attic control � c. Flue damper and control 2. No continuous mooing Xu pilot lights allowed. Space C.onditiectitng, Water Heat.iag and Plumbing System Measures: j 110.§113: HVAC equipment, ,h2ser beaters, showerheads and faucets certified by the comntiRsion. ' - § t 50(h)., Heating andior eotolitag loads; t alcul;ted in aw4rdamco with ASI [RAE. SMACNA or ACCA. § 15(Xi): Sabasck thermostat on ad applicable heating andlor cooling sytttemx. § 1300): Pipe and tank infmiatidxn 1. Storage gas water ht aim rated with art Encra FuLtor less than 0.58 trust he exneema(ly wrapped with t insulation having us installed tlt;mml wsistancu of R- 12 or greater. 2. Fist .i feet of (tires cloAcs-t to wetter lwter tank, (too-i eir ulatittg Systeetai, instrlatc:d (R-4 or grunter) 3. Back-up tames fur solar system, r itxfircd rootage tar s, or other indirect hot water tanks have R-12 extcrwl insulation or R• 16 combined internalreattertrat insuladoiL 4. All buried or e:ocpotwd piping haulutt d in recin-uiuting sections of hot water sysmnm i Cooling Y(;rem s • bellow 551 F insulariA s �� 6. Piping insulated between hmtiug source wd iti uirect ball water tank. 1 Compliance Farms August 2001 - A - m CERTIFICATE OF COIVMPLUNCE: RESIDENTIALd Add;4 'ago 3 of 3) CF-IR. Jf Date 4MP IANCE ETATEMENT This certificate of compliance lists the buiiding 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 therm, This c ertiitcate'llas 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 recognizo that compliance using duct scaling and TXVs requires installer testing and certification and field verification by an approved HERS rater. Resigner or Owner (per Business and Professions Code) Documentation Author Namc: -1 Nance: TitletFir rt: � ...tr I �-/� % �� l,•�t. l r M t /� Titlepirm; Addtuess: ! i% Address- 49 _A AA e t_,_ � �� Tetephone: 2j�"" �✓ Jam: U...... .-_._. __ Telephone: Liu. I+ (' c} (data) (siguattue) ~siatel Enforcement Ageocy Name: Title: ZA24a 40 Agency: Don Tcic phdxw: �7t '�'l -0 ¢ 9 si atone f stat . 1' dlDDe i�ttlui8 EJO! l$�S1td�a0i . Compliance Forms August 2001 A-4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 art) MF—IR Note Lowrise residential buildings subject to the Standards must contain these mzasure.c regardless of the compliant~ approwli used. iteim narked with an asterisk (*)(nay be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist fs incorporated into the permit documents, the &-atures noted shall be considered by all patties as minimum component performance specifications for the treux Wry measures whether they an shown elsewhere in the documents or on this checklist only. instructions: C:hwk or initial applicable boasts when completed or enter NIA if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, ulater Heating and Plumbic System Measures: (continued) §150(ra): Ducts and Fans 1: A13 loafs aatd pleuuins installed, sealed and utsulatedto meet tine requitettaant of the 19'!ti C.'vii; Sectiana 601, 603, 604; and Standmid 6-3; 4wts easulated to a nuninntrn imlatk d feel of R-4.2 tw ewktred Altirely in conditional spud. 0p asinp span }x: scaled with auistie- tapxt, a 6mt ,ol wm1ant, or other duct-clmiure 8'YAem dw.. meets she arpplii- a le regttiremars of (It, 181,11 181 A, or Ln.. 181 D. If mastic or tape is used rao seal or ,ninp Zmaer than 1 /4 irC , the combinaion of mastic and either mesh or tap* snail be used. UUilding cavities shall not be used for mnveyivg conditioned fur. Joints and seams of duct systems and their ctampu nimis shall not be reeled with t:loth baLk rubher adhesive duct tapL4 nnk," such tape is rued in combination with rn>astic and ciruwbanciy. 2, building cavities, support platforms fur air handlmi. and plctturns dk:fiwd or crrnstrWtvd x�th matcrialx � other time sealed sheet awmi, duct hoard or flexible duct Yltnhl not tx: used fur txrnveying cYmditioncd I air. Bung dxvitics and support piatfimm may rnnnein d uca:. Dijctx ino-alled in cavities and. support ptatfonnK shill not ba cornprCsatxl to caausc rdxluutions in the ;:Haas-!Icc:tiaaal arcs cif the cldtd . i 1. Joints taxi watt% of duet systcuta furl their dwttdpotu:uts shallnut be seated with cloth back nabber adhesivts ducr. tapes unless such tape is used in combination with mastic. and d nu bands. 4. Exhaust fan systems have back draft orautomatic da it pers I 5. Gravity ventilating sivems saving conditioned space have either auoornatic or readily accessible, manually operated daatpecs. 6. Protection of Nation. Insulation sl►all be protected froui dlarrte ge, inducing that due to sunlight, moiswre, equipment maintenance, and wind but not limited to doe fullowing: Int;u4vksn exp>o"I to weathet shall be suitable: fur uuLda or scrvic:t: e.g., pretax W-d by uluminum. Ahox:t metal, paintcd canvas, i or. plastic rover. Celiular foam insulation shall be protected as above or paioreai with a► coating Hutt is water rtaxndant and provides shielding froth solar radiation that can cause degradation of the material. 114. Pool and Spa Heating Systetra( untl Fquipawut. 1. system is certified with 7.8% them al officitatt:y, un-off switcb, wcohraproof vpernting instructions, no electric resistance beating and no pilot ligbt. 2. syxtem iK installed with- a. At least 36" of pipe between filter and beater for future solar hearing- b. Covcr for outdi" pools or outdoor ryaas. 3. Pdxrl vymxm has directional inlets and a circulation pump time switch. I IS: Gas rm;d ccutrah furs &w%, pool huwa-m, spa heatem or houwbotd daxtkingy aMliar ces have no coutimiously burning clot light. ore; Non -electrical cwldug appJianm,.%'1th pilot < ISO btu,'hr *118 (t). Cool Roof nuacrial meet spccif ed critc-ria I.tghting Measures: § t 50(k)I .: Luminaires for Cane al lighting in 1drebew shall have Lamps with an efficacy of 40 luinimsiwatt or "ter for gener-4 tigluiag in kitchens. This general lighting shall be controlled by a switch on a reality aeces93ble tnt convoi pwcl at an entrmicc to the kitchen. .�_. g 150(k)2.; Rooms with n shower or bathnab must bave either st least ons luminaire with lamps with an efficacy of 40 luuxzzlwatt orr greater switched at the emrance to the room or one of the niteraatives to this requiremtatt allowed in ¢150(k)2.; and inch nd.scml rveuiwd c cili ng fsxtumA arc t(' (insulation saver) k t Waved. Compliance Forms August 2001 A-0 C— 1888 EXP.12/31/2004 WL �141 C l V 1 E OF G ANi A� 2 to 0 o0 000 0 M 0) (0 (0 N rn CD tJ Ltj CD ~ N LLJ L�iJ M v Z m Lr)� Z JL0 < Z M J a Z Q O O <L z tY M Q tY t-- W W J `r 0 = <r W 0 Q :2 tl n to (.3 > 0- Q t� W Q U) 0 00 Q_ 0 t= N O I W U Lo Q =� I Q Lij C) tY � Q � Q <( W Lw z "Z0 i-- z ZQ 0 — (n t1 PROJECT NO. COMMENCED DRAWN BY PH1L ROBLES REVISIONS I DATE SCALE NONE TITLE 24_01.DWG 09/03/03 TITLE 24