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HomeMy WebLinkAbout10149992.pdfREVISIONS 1 BY GENERAL NOTES: 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING WITH THE WORK. 2. DIMENSIONS ARE ROUGH AND TO STUDLINES UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS. 3. GENERAL CONTRACTOR IS SOLEY RESPONSIBLE FOR SITE SAFETY AND CONSTRUCTION MEANS AND METHODS, SHORE AND PROTECT EXISTING AND NEW CONSTRUCTION AS APPLICABLE. 4. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE FOLLOWING BUILDING CODES INCLUDING LOCAL AMENDMENTS 1999 UBC; 1999 UMC; 2000 UPC; 1999 NEC, 2001` CBC. 5. ALL MATERIAL SHALL BE NEW AND ORIGINAL AS INDICATED ON THE DRAWINGS OR APPROVED SUBSTITUTIONS. , 6. QUALITY OF CONSTRUCTION SHALL BE NO LESS THAN "STANDARD OF THE INDUSTRY". 7. ELECTRICAL IS NOT CHECKED FOR CODE COMPLIANCE, THIS DISCIPLINE IS SUBJECT TO FIELD INSPECTION. SINGLE LINE DIAGRAM, PANEL SCHEDULE AND LOAD CALCULATIONS ARE REQUIRED ON JOBSITE FOR ELECTICAL INSPECTOR. 8, INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICAITONS, W/CLASS "C" MIN. RATING FOR ROOF ASSEMBLY. 9. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES. 10. PROVIDE G.F.C.1, PROTECTION TO ALL 125V, SINGLE PHASE, 15 & 20 AMP RECEPTACLES INSTALLED OUTDOORS. 11. USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SECTION 2506.4. 12. EXTERIOR LIGHTING FIXTURES TO BE LISTED FOR DAMP LOCATIONS. 13. ALL WINDOWS WITH GLASS TO BE DOUBLE PANE GLAZING. 14. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE:. 15. CONSTRUCTION ACTIVITY SHALL NOT BEGIN BEFORE 7:00 AM OR CONTINUE LATER THAN 6:00 PM, MONDAY THROUGH FRIDAY. 16. ALL NEW CONSTRUCTION TO HAVE INTERIOR WALLS FINSIHED WITH/2 DRYWALL AND PAINTED EXCEPT WHERE 1 HOUR CONSTRUCTION IS REQUIRED THEN USE 5/8" DRYWALL TYPE "X". 17. EXTERIOR DOOR ON GROUND LEVEL TO HAVE T-0" DEEP LANDING WITHIN 8" OF THRESHOLD AND 1" BELOW FIN. FLR. 18. PROVIDE A MINIMUM OF 100 AMP ELEC. SVC PANEL. 1-4 I RAL ARC fCi' , ACCIExi �p FOR .� $... h, u�sh. ..��; k . L ATI ffi i hYP.4u +L'aP6&Ls�§ �gqg.lot, t".J «4Y �iJ° Y�* �? gg ��` maa$a�C.}'.u"+uA5rx $W4V #,'Yp ppp l" t § � F*., mz mJ E .4 �i gg��+s $ '• ,. �u^q � ° :' $ .`�}3�r 9tij o � `u' ikir C,a k y g8§ F MM �J m city of ISMA Ana. uu^^�� �® O. gg55 pjff ggmm : tm L` +q 3" �"d "4anyi,$ CA$32d bl p$& g , &x, The any $.e�fl:W$ 9 , -..._ lhl j _acaaE9'�l4 a3 89 y t t Date .2 g pgpg gR�E¢� p¢ SY48'%�1d+L � p�Rpgy} (/gyp f Y .,. •.�_• . 01G 091 „v c�v MIN oil i q LE M a2 Lm 0 NJ o o 4 N a DRAWN CHECKNO DATE SCALE JDS ND. SWEET 11 OF F-jVf, S PRINTED ON CLEARPRINT 1000H• REVISIONS I BY I VWAY AV v FOUNDATION NOTES I. SEE 844F r=T _*<sN r-ORceNEf"LNO'MSAND TYf*ICALDt= 2. DIMENSIONS, ARI=- To CENTER -LINE OR FACE OF FOOTINGS, SEE OTHER PLANS FOR LOCATIONS OF POSTS, WALLS AND ETC. CONTRACTOR SMALL VERIFY ALL DIMENSIONS WITH THE OWNER AND ARCHITECT PRIOR To CONSTRUCTION. 3. DIMENSIONS ARE NOT FURNISHED. TO SIMPSON "HDA" OR "HPAI-10" T-,-PF- HOLDOUNS. IT IS : THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMIWs CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE -THESE ANCHORS IN THE EXACT Lor-ATioK REFER To DETAILS FOR PROPER INSTALLATIONS. 4. TYPICAL CONCRETE SLATS- 4"NOMNALCONCRETE WITH *3ATIW'Olfc SACH WAY OVER 2" OF SAND. AT LIVING SPACE AND OTHER MOISTURE SENSITIVE AREAS, PROVIDE A 9,-MIL VISQUEEN VAPOR ISARRIER OVER 2" OF ADDITIONAL SAND- REFER TO SOILS REPORT FOR ANY SPECIAL REWIREMENTS. 5. ALL CONTINUOUS r-ooTIWsS SHALL EXTEND A DISTANCE EQUAL TO THE FWTIWs DEPTH 5EYON0 THE END OF THE STUD WALL, UNLESS NOTED OTHERWISE. NO EXTENSION IS REQUIRED WHERE CONTINUOUS r-OoTw-4 CHANGE DIRECTION, UNLESS NOTED OTHERWISE. g, DENOTES SHEAR WALL AND LENGTH OF SHEAR WALL, FOR scHEouL;= SEE DETAIL I/SDI, ALL PLYWOOD SHEAR WALLS SHALL USE COMMON NAILS. 1. DENOTES STROWs WALL.' FOR SCHEDULE, ANCHORAGE, 4 FASTENERS SEE DETAIL 2/S01. ku _4 �FAM, ZM., Apo I Ti ot'i p -3 11L�u tfA1. i ROOF f=f;;?o4M1NG NOTES =r- SHEET tx^ FOR 6t:N=K^L Nu i = AND TYPICAL f-I AL. 1.;= 1 ^11-5. 2. 5LOPED ROOF 5HEATHIN6: 15/52" THICK, APA RATED SHEATHING, 52/16 SPAN RATIN6, EXPOSURE 1. NAIL WSE5 AND PERIMETER WITH bd AT 6" OIC AND 5d. AT,12" O/C AT FIELD. ALL EDGES UNBLOCKED UNLESS OTHERWISE SPECIFIED. SHEATHING AT EXPOSED EAVES SHALL BE EXTERIOR GRADE. LAYOUT PER IsETAIL JSSN. S. PROVIDE STRIPPIN6 INHERE REWIRED To PROVIDE A UNII=ORM sipr-A/,-r= AHERE FLUSH JOISTS AND BEAMS ARE A VIf=r-ERENT DEPTH. 4. PROVIDE MULTIPLE STUDS AT ALL BEAMS FOR PULL 5MAKIN6 UNLE55 NOTED OTHERWISE ON PLAN5. 5. L15E 5IMF5ON "LU", "LU511 OR "HU11 HAN6EIP.5 AT 17-1-1.15H J015T5 AND BEAMS UNLESS NOTED OTHE"ISE, MANUFACTURER. TO OF-516N HANGERS FOR ROOF TRUSSES AS OCCUR. 6. GDENOTES SHEAR. WALL AND LENGTH OF SHEAR, WALL, FOR saHwuLe SEE DETAIL 1/501. : ALL PL--rAO00 CkWl--A= WALLS r- SHALL 115M COMMON NAILS -7. nDENOTES STRONG WALL. POR SCHEDULE, AWHORA6E, 4 FASTENERS SEE DETAILS 2/SDI 8. PROVIDE 5x. (OR 4x) MEMBERS AT ALL ADJOINING PLYWOOD EDGES FOR SHEAR WALLS #5, #4, #5, 4 #6, AND DOUBLE SIDED SHEAR WALL CONDITIONS. at. MEMBERS MARKED AS 'DRAG' OR SHEAR' SHALL HAVE CONTINUOUS BOUNDARY NAILING. 10. ALL POSTS AITR HOLDOM5 OR STRAPS SHALL BE CONTINUOU5L"r E:06E-NAILED. 11. ROOF DE516N'LOAD: DEFLECTION. DEAD LOAD 11-opsp TOTAL LOAD L/240 LIVE LOAD 16.0 PSF LIVE LOAD L/560 To tAffat It X,4'e ZA 04 -A-x s fw ?A-rt v co L m 4 i ?Aft iluu?-T�Ae V0, v!Q,/t,5c>, 4g IFT "t* bTrf-<,- 50 FT < 01 01 I oil �il T� 7Z 10 IN w .aIC4- z zm C4L DRAWN CHECKED DATE SCALE JOB No, SHEET 0% rim OF SHEETS PRINTED ON CLEARPRINT 1000M. Atilt hAlld AQiI AA11,1 ++++++++++ I +++++++++++V MIN. SPACINGS "A" SPAC. 11511 SPAC. I6d NAiL. 2" 1 3/411 1/2" DIA. M.B. 411 3t1 CONNECTION EACH SiDS OF SPLICE TYP. (12)-Irod A (fro) -trod B (20)-I6d C (25)-I6d SPLICE CO"CTICN TO SE INSTALLED WHEN EITHER TOP OR BOTTOM'MEMBER 16 DISCONTINUOUS 1Off` !2_��`ILATEm SPLICtEm SCALE: NONE STEM WALL IV, MIK NOTES: (WHERE SACKFILL PER SOILS 60% MAX. STUD WIDTH 5ORE L BORING OF MOWTHAN TWO SUCCESSIVE OCCUIiS) 1 6 1, MIN FINISH GRAD: RI=PORT 211# MAX AT 2X4 STUDS, 3114111} DOUBLE STUDS 15 NOT PERMITTED. MAX AT 2x6 6106 2. NOTC 4NG AND WRING 16 NOT TO OCCUR iN SLEEVE TFIE SAME STUD SECTION. 3. 11416 DETAIL 15 NOT TO BE USED AT SHEAR PIPE `" \ WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENCsiNEER 4" MIN .'.".'.'.` 60% MAX SW WIDTH BOF'E WIDTH OF STUD MAX. 4 SLDG 211} MAX AT 2x4 STUDS, 31/4"# ---- ' L STUDS P}O MAX AT 2x6 STUDS o } a SLEEVE 2 5/81' MIN. EDGE D16TANCE 40% MAX. NOTCH 13/W MAX AT\\) P � TYP. ALL STUDS �`\ 2X4 STUDS 2 1/6" MAX AT 2X6 PIPE STUDS, d L�1ON-SIEARINC: STUDS 4-- 50TTOM OF TRENCH 40% MAX STUD WIDTH SORE 1 �, � EXCAVATION SHALL. NO 310 MAX AT 2x4 STUDS AT 2 EXTEND BEYOND THiS LINE 1/84; MAX AT 24 STUDS 2 1/8"4 _ WIDTH OF STUD MAX MAX AT 2X6 STUDS TYP. ALL STUDS CONCRETE FILL, SAME WIDTH AS FOO Ws, PLACE HEFORE FOOTING 15 POUND St8" MIN. EDGE DISTANCE ��` �!.0. TYR ALL STUDS 25% MAX NOTCH 118" MAX AT 2X4 PIPES MORE THAN 31-01, BELOW SOTTOM OF FOOTINGS STUDS 13/8" MAX AT 2X6 STUDS TRENCH MAY 5E BACKFiLLED WiTH COMPACTED FILL PER SPECIFICATIONS. DO NOT TRENCH BENEATH FOOTING AFTER 2 ` DENSITY Y .. e .I=" �� oil 3x JOIST DEPTH TO 12t1 MIN. 3x JOIST D H TO 1/8" SAWCUT OR PRE -MOLDED QUICK SUPPORT MAk SUPPORT MAX JOINT, MIN,1/5 SLAB DEPTH, LOCATE 1�TCH 4 JOIST SLAB TH}CKIle.% 4 PER FOUNDATION PLAN OR SOILS DEPTH (MAX) DEPTH OF W* PER PLAN REPORT RECOMI"ENDATiONS. JOIST MAX --� t.. f 16GAUGE STRAP W1 DRILL STARTER HOLES SAME (2)-Sd EAC14 END TYP. DIAMETER AS NOTCH DEPTH NOTE: I. NO OTHER NOTCHES IN JOIST ARE ALLOWED WITHOUT APPROVAL OF TM STRUCTURAL ENGMEER�-'LANE JOI1elT Clt1.F'.� JOIST NO"CC14 (ELF-YATI DRILL HOLE AT (w) 12" MIN. CENTER LINE SECOND POUR FIRST POUR MAX FORMED KEY JOINT SLAB THICKNESS 4 (W) � REINFORGINGs PER PLAN LI/811 THICK x3N4 TMES'W' w1(4)-I&d EACH END NOTE. 1. NO HOLES OR NOTCHES IN PLATES LARGER THAN ill "W" OR JOISTS IN THE MIDDLE 1/3 OF SPAN ALLOWl D WITHOUT THIS PRIOR APPROVAL OP THE STRUCTURAL ENGINEER 1=1 11=i 11=1 I 2. THIS DETAIL 18 NOT TO SE! USED AT SHEAR WALLS WiT14019 THE PRIOR APPROVAL OF THE STRUCnPAL ENGINEER PLATE Notca-1(P�, vlEw) T32 FOURJC711�1i' C�'.J.}}@ 1 8 : l 0 SCALE- ONONEL T AND JOIST NOTCH ,LA JOINTS NE 1x4 LET -IN BRACE Wl (2)4d NAILS 7O EACH (2)-2x TOP PLATES w/ MIN. ICP - LAP PLATER 4'.013 4d (2 1/2" MIN.) HEADER PER PLAN (3)-I&d TOE NAIL, 4X4 CORNER POST (3)- STUDS, TYR r+ r_1w l At-1 r-mvA 1 F: LL IBR'ACE) cR WHEN 1GULAR TYP. NAiL W/ (12)-lad NAILS EA SIDE OF SPLICE 2x STUDS AT 1611 O/C, TIP. TRIMMER STUD w/ I6d AT 121104, STAGGMP, TYP. OR o/ USE 05L KNG SW KW it Uka PROVIPIE 05L. • STUDS HEADERS THAN - r644 _MA IRM =aMOR - NOTES: L SEE FRAMING NOTES ON THE FR/W'9ING PLANS AND ON THiS SHEET FOR PLYWOOD THICKNESS, TYPE AND NAIL1NCs. 2. FACE GRAIN OF PLYWOOD WALL BE PERPENDICULAR TO SUPPORTS. 3. 50UNDARY NAIL PERIMETER OF SUILDiN"s, RIDGES, VALLEYS, SHEAR WALLS, DRAG DAMS, AND ALL CONTINUOUS PANEL EDGES WHERE SLOCKiWs IS INDICATED ON PLAN. 9d' d 450 12d D D iw° STANDARD ,L{C QKJ I 6d (S 112" MIN.? PIES AND 87IR!?l1f�S ■■.�_.� ii u[TYF01'ICAL =AR =;zND6 I r • , CONTINUOUS PANEL EDGE I II II II it 1! (! II 41 II !f II II II II I I I I I I I I I I SUPPORT MEMBERS I ! ! I 1 ! SEE PLAN II !I li !I If EDGE NA1LWs I I I I I I I l l SEE SCHEDULE I 11 I I FIELD NAILING SEE SCHEDULE I II II II it Ii !( Ii it ll II !I II II II II it iI iI It LAP D =6d FOR 02 THRU *1 Ov6d FOR *8 THRU Oil D m 10d FOR 014 AND 015 0=2d FOR SHORT BENDS INTERSECTION J I CORNER 13ARRS SAME SIZE AND SPAcws AS CORNER HORIZ WIWORCINCs Ah�. LLE LAYEINFOmr,,iNC LAP = 2'-0" MIN. OR 40 BAR DIAMETER LAP SEE GENERAL NOTES GE r 1\oi•_ d2 ALT_ COPNER 1 A- InI GENERAL 1. ALL DETAILS, 5ECTION5 AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR 51TUATION5 ELSEWHERE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. 3. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WiNDOWS, NON -BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FiNI5HE5, ETC. 4. CONTRACTOR SHALL VERIFY ALL DiMEN51ONS AND CONDITIONS AT THE SiTE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING TH05E FURNISHED BY SUB -CONTRACTORS. 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE. 6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERE APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. 1, ALL CONCRETE 15 DESIGNED BY ULTIMATE STRENGTH DESIGN, 8. REFER TO THE ARCHITECTURAL SPECIFICATIONS (WHERE APPLICABLE), FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE 5TRUCTURAL DRAWINGS, S. CONTNNOUB (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGi5TERED DEPUTY INSPECTOR CURRENTLY LiCEN5ED BY THE CITY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. It. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY I THE T T ANY COMPLETED PORTIONS OF E WORK O ASSURE HE SAFETY OF N OF ALL WOW AND MATERIALS INCLUDING THOSE PERSON COMING iN CONTACT WITH THE WORK 12. OBSERVATION VISITS TO THE SiTE BY THE ENGSINEER'5 FIELD REPRE5ENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 13. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON THE STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 14. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 15. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS, (DESIGNED BY OTHERS). 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WiTH SUFFICIENT TiME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS) 11. FOR PROPER FIELD OBSERVATION BY THE STRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION PHASES. (MINIMUM 46 HOURS.) I8. ALL WORK SHALL CONFORM TO THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE. FOUNDATION 1. FOUNDATION DESIGNS ARE BASED ON A NET ALLOWABLE PRE65URE OF 1000 P5F FOR FOOTINGS PER THE PROVISIONS IN TABLE 18-1-A OF THE 2001 CALIFORNIA BUILDING CODE (CBC). 2. CONTINUOUS AND PAD FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH 15 12" BELOW ROUGH PAD GRADE OR ADJACENT FINISH GRADE, WHICHEVER 15 GREATER. 3. ALL FOOTINGS AND FOOTING REINFORCING SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING CONCRETE. BY THE BUILDING DEPARTMENT PRIOR TO POURING CONCRETE. 4. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO POURING CONCRETE. CONCRETE I. THE DESIGN OF THE CONCRETE STRUCTURE 15 BASED ON ACI 318-95, 2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH FOR ALL BAR5. 3. CONCRETE COVER FOR REINFORCING STEEL SHALL BE ONE INCH FOR SLABS AND WALL5. ALL CONCRETE EXPOSED TO WEATHER $HALL HAVE CONCRETE COVER OF TWO INCHES FOR BARS LARGER THAN 5,1 1i2" FOR 115 BARS OR SMALLER, AND 3 INCH FOR ALL CONCRETE PLACED AGAINST EARTH, U.N.Q. TOLERANCES SHALL BE AS PER ACI-318. 4, PIPES OR CONDUITS PLACED IN FOUNDATION AND SLABS SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER. PIPES AND CONDUITS PLACED IN SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 1/3 OF SLAB THICKNESS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. 5. PROVIDE CORNER BAR$ IN ALL WALL$ AND AT WALL INTERSECTIONS TO MATCH SIZE AND SPACING OF HORIZONTAL BARS ON TH65E WALL$. &. LOCATION OF 5LOTTED INSERTS, WELD PLATES AND ALL OTHER ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 1. REINFORCING BARS SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED ON THE DRAWING AS BEING WELDED. WELDED REINFORCING SHALL CONFORM TO ASTM A106. 8. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE. 5. CONTRACTORS $HALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVE CURBS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. 10. DIMENSIONS ARE NOT FURNISHED TO SCMP$ON11HDA11 OR "HPA" TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'$ SUPERINTENDENT, THE FRAMING CONTRACTOR, AND THE CONCRETE CONTRACTOR TO LOCATE THE EXACT LOCATION. REFER TO THE DETAILS AND MANUFACTURER'S SPECIFICATIONS FOR PROPER IN5TALLATICN. IL COARSE AGGREGATE OR CONCRETE SHALL NOT CONTAIN LIGNITE, STEEL, OR OTHER MATERIALS THAT MAY BE DETRIMENTAL TO THE CONCRETE. 12. FLYASH MAY BE 5UB5TITUTED FOR A PORTION OF THE CEMENT, A MAXIMUM OF 20% OF THE CEMENT MAY BE REPLACED BY FLYASH. WHEN REPLACEMENT 15 USED, THE REPLACED CEMENT SHALL BE SUBSTITUTED WITH ONE AND ONE HALF TIMES WITH FLYASH. WATER CEMENT RATIOS SHALL BE BASED ON THE WATER/CEMENT FLYASH RATIO. 13. CONCRETE MIX AND STRENGTH f`c, AT 28 DAYS, SHALL CONFORM TO THE FOLLOWING TABLE: UNIT MIN. MAX. AIR MAX. LOCATION WEIGHT f ° CEMENT W/C, ENTRAINING SLUMP SLAB ON 145 per 4500 psi 410 Ib/yd 0.45 - 4" GRADE FOOTINGS 145 pcf 4500 psi 410 lblyd 0.45 - 41( *I. REFERENCE UBC TABLE 19-A-3 WHEN SOIL CONTAINS MORE THAN 0.1 PERCENT SULFATE CONCENTRATION AS STATED IN THE GEOTECHNICAL REPORT 2. IF STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, THE MAXIMUM W/C RATIO SHALL BE AS SPECIFIED IN CBC TABLE 19-A-1. 14. CONCRETE SHALL HAVE A MINIMUM ALLOWABLE SLUMP OF TWO INCHES. 15. CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT MIX DESIGN TO BE iN ACCORDANCE WITH CBC SECTION 19043. 16. MIX DE51GN SHALL NOT CONTAIN LESS THAN A WATER/ CEMENT RATIO OF 028. 11. HARD ROCK AGGREGATES $HALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1 1/2 INCHES FOR FOOTINGS, CAISSONS AND GRADE BEAMS AND ONE INCH FOR ALL OTHER WORK, 18. LIGHT WEIGHT AGGREGATES (CONFORM TO A5TM C33) SHALL BE APPROVED AND THEiR MAXIMUM SIZE $HALL BE 1/2 INCH. IS, ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED N POSITION PRIOR TO POURING CONCRETE. 20, ALL REINFORCING SHALL BE 5UPPORTED IN CONFORMANCE WITH THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION. 21. CONTNNOUS INSPECTION 15 REQUIRED FOR ALL CONCRETE IN EXCE55 OF 2500psi. 22. ANCHOR BOLTS SHALL A301 GRADE AND SHALL BE EMBEDDED INTO CONCRETE PER C.B.C. TABLE IS-E, UNLESS NOTED OTHERWISE, REINFORCING BTEEL 1. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A 615 A) 04 BARS AND SMALLER._._GR40 B) *5 BARS AND LA%ER._--.GR&0 2, ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185 (EXCEPT AT SLABS ON GRADE WHICH MAY BE GR40). 3. ALL BARS SHALL BE FREE OF L005E AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHiCH MIGHT AFFECT OR IMPAIR BOND, 4, ALL BENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON THiS SHEET FOR PROPER BAR BENDS. BLOCK MA50NRY 1. ALL MASONRY CONSTRUCTION PER THE CALIFORNIA BUILDING CODE, CHAPTER 21. 2. REINFORCED BLOCK MASONRY SHALL HAVE A MINIMUM 28-DAY DESIGN STRENGTH f'm = 1500 PSi. 3. UNITS SHALL BE NORMAL WEIGHT (OR LIGHTER) CONCRETE BLOCK, GRADE N, CONFORMING TO A5TM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 4. BRICK SHALL CONFORM TO THE STANDARD SPECIFICATION FOR BUILDING BRICK ASTM C62, BRICK GROUTING PER T21-2413. 5. GROUT 514ALL BE OF FLUID CONSISTENCY, GROUT MIX SHALL BE (BY VOLUME) i PART CEMENT, 3 PARTS SAND (FINE GROUT) AND MAY CONTAIN AN ADDITIONAL 2 PARTS PEA GRAVEL iF SPACES ARE 4 INCHES OR MORE IN EVERY DIRECTION (COARSE GROUT). Vc=2000 PSI AT 28 DAYS. (o. MORTAR SHALL BE TYPE 5, (BY VOLUME) i PART PORTLAND CEMENT, 3 1/2 PARTS SAND, 1/4 TO 1/2 PARTS LiME PUTTY OR HYDRATED LiME. F'c = 2000 PSI AT 28 DAYS, 1. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2'-0" WHICH EVER iS LARGER, UNLESS NOTED OTHERWISE. REFER TO LAP SPLICE SCHEDULE ON THIS SHEET. 8. ALL BLOCK WALLS TO BE RUNNING BOND, UNLE55 NOTED OTHERWISE, S. BLOCK MASONRY SHALL HAVE ALL CELLS SOLID GROUTED. 10. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION AS NOTED BELOW: A) THE SPECIAL INSPECTOR AND HIS DUTIES SHALL MEET THE REQUIREMENTS OF SECTION 1101 OF THE 2001 CSC. 5) SPECIAL INSPECTOR SHALL VERIFY THAT MASONRY UNIT TESTING AND GROUT TESTNG ARE BEING PERFORMED AS REQUIRED AND SHALL REVIEW AND COMMENT ON ALL TEST REPORTS. C) SPECIAL INSPECTOR SHALL VERIFY THAT ALL MORTAR AND GROUT 15 PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH CONTRACT DOCUMENTS. D) SPECIAL INSPECTOR SHALL OBSERVE AND VERIFY THAT ALL MASONRY UNIT CONSTRUCTION, REINFORCING PLACEMENT AND GROUTING i5 iN ACCORDANCE WITH CONTRACT DOCUMENTS. E) SPECIAL INSPECTOR SHALL SUBMIT DAiLY WRITTEN REPORTS WITH COMMENTS PERTAINING TO ANY MASONRY CONSTRUCTION DEFICIENCY TO THE GENERAL CONTRACTOR, ARCHITECT, AND ENGINEER 11. MASONRY UNITS SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH ASTM C140 FOR COMPRESSIVE STRENGTH FOR EVERY 5000 S.F. OF MASONRY CONSTRUCTED. 12. GROUT SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH CBC STANDARD 21-18 FOR EVERY 5000 S.F. OF MA60NRY CONSTRUCTED, BUT NOT LESS THAN ONE TEST EACH DAY GROUT 15 PLACED, SHEAR WALL 1. WALL SHEATHING SHALL BE 3/8" THICK, APA RATED SHEATHING (OR 15/32" THICK, APA STRUCTURAL I RATED SHEATHING), 24/0 SPAN RATING, EXF06URE 1, SIZE AND NAILING PER SHEAR WALL SCHEDULE. 2. FIELD NAIL INTERIOR OF WOOD SHEATHED SHEAR WALLS WiTH 8d (10d AT 1/2" SHEATHING) AT 12" O/C). 3, ALL SHEATHING SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD SPACING NO GREATER THAN 16' O/C. 4. ALL GYPSUM WALL BOARD SHEAR WALLS SHALL HAVE NAILING PER SCHEDULE PROVIDED AT TOP AND BOTTOM PLATES, ALL STUDS AND BLOCKING. 5. ALL GYPSUM WALL BOARD NAILS SHALL BE CONFORM TO UBC STANDARD CHAPTER 23 DIVISION fit TABLE 23-1-G. AT 1/2" GYPSUM WALL BOARD, 15/13" LONG DRYWALL 5CREWS MAY BE USED iN LIEU OF NAILS. AT 5/6' GYPSUM WALL BOARD, 1 1/6' LONG DRYWALL 5CREW5 MAY BE USED IN LIEU OF NAILS. DRYWALL SCREW SPACING SHALL BE THE SAME AS INDICATED FOR NAILS, (SEE $HEAR WALL SCHEDULE ON SHEET SDI.) 6. BLOCK ALL EDGES OF WOOD SHEATHED SHEAR WALLS. 1. PROVIDE 3X (4X) MEMBERS AT ALL ADJOINING SHEATHING EDGES FOR $HEAR WALL #5 AND SHEAR WALL "io CONDITIONS AND AT ALL ADJOINING SHEAR WALL EDGES AT LOCATIONS W/ SHEATHING ON BOTH 51DES. 8. SHEAR WALLS SHALL RUN TO UNDERSIDE OF ROOF OR FLOOR SHEATHING W/ APPROVED BLOCKING AS REQUIRED. 9. PLATES AND STUDS iN SHEAR WALLS SHALL NOT HAVE HOLES LARGER THAN 1" DIA., OR ANY NOTCHES WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 10, REFER TO TYPICAL SHEAR PANEL FRAMING DETAIL ON THiS SHEET. NAILING SCHEDULE (COMMON OR BOX). CONNECTION NAILING JOIST TO SILL OR GRiDER, TOENAIL (3)-8d BRIDGING TO JOIST, TOENAIL EA. END (2)-66 I"x6" 5UBFLOOR OR LESS TO EA. JOIST, FACE NAiL (2)-8d WIDER THAN I"x6" SUB -FLOOR TO EA. JOIST, FACE NAIL (3)-8d 2" SUBFLOOR TO JOIST OR GIRDER, BLIND 4 FACE NAIL (2)-I6d SOLE PLATE TO STUD, END NAIL I6d AT 24" O/C TOP PLATE TO STUD, END NAIL (2)-I6d STUD TO 50LE PLATE (4)4d TOE NAIL OR (2)-I6d END NAIL DOUBLE STUDS, FACE NAIL 16d AT 24"C/C DOUBLED TOP PLATES, FACE NAIL I(od AT 16"0/C CONTINUOUS HEADER, TWO PIECES 16d AT i&"O/C WOOD 1. ALL WOOD CONSTRUCTION PER CALIFORNIA BUILDING CODE, CHAPTER 23 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, UNLESS NOTED OTHERWISE, AND CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. A) 2X LUMBER GRADE 2 (815 PSf B) 4X LUMBER GRADE 02 (B15 PSi C) (oX BEAMS, LEDGERS 4 POSTS, _.-GRADE "i (1300 PSI) D) STUDS AT 16" O/C (U.N.O.ON PLANS) EXTERIOR BEARING BTUDS: FROM 0 FT, TO 9 FT.....__...._....._.._..-...._..-_.....__._.....__.2X4 STD GRADE FROM 9FT. TO it FT- .................... ........,.........,.-....,....... .... ........2X4 GRADE $2 FROM it FT. TO 15 FT 2Xi> GRADE "2 EXTERIOR AND INTERIOR NON -BEARINGS STUDS: FROM 0 FT. TO 14 FT- ... ..-............. ........._,._.._..._...... 2X4 STUD GRADE FROM 9 FT. TO It FT X6 STUD GRADE INTERIOR BEARING STUDS: FROM 0 FT. TO 11 FT_ ........ .... .... .............. __..,..._.-_..2X4 511) GRADE FROM It FT. TO 12 FT 2X4 CONST, GRADE FROM 12 FT. TO 20 FT 7X(o STUD GRADE E) BiLL PLATES (P.TD.F.J_ CONS? / STD F) TOP 4 BOTTOM PLATES..... .......... / 5TD G) BLOCKING........_............._..._...._.._..._._...._........._._....._.STD OR BETTER REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE REQUIREMENTS. 3. INTERIOR NON -BEARING WALL HEADER SCHEDULE: (U.N.O.ON PLANS) LESS THAN 4'-0" (U-2X4 CON5T /5TD TO 5'-0f1 4X4 OR (2)-2X4 CONST / STD TO 1'-0".....,_..-......... ..... ..................... _AX& 02 TO 0-0". .......... _ .......... . ..... ..... . ........ .AXI3 2 TO 13'-0......... ....... .............. ...__..._...,...._.4X10 02 TO 16'-0" 4X12 12 4. ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD (P51) WITH EXTERIOR GLUE. COMPOSITE OR NON -VENEERED PANELS: COMPLY WITH NATIONAL RESEARCH BOARD REPORT NER-108. SUBFLOOR ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND NON -VENEERED PANELS PER APA CONSTRUCTION GUIDE, LATEST EDITION. SEE STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE OF FLOOR AND ROOF SHEATHING, SEE SHEAR WALL NOTES FOR 51ZE AND TYPE OF WALL SHEATHING. 5. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 6. ALL NAILS USED IN TIMBER -TO -TIMBER CONNECTIONS SHALL BE COMMON AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODE. ALL NAiLB CONNECTING PRE -MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'5 CATALOGUE AND APPLICABLE I.C.B.O. REPORTS. 1. ALL 5TUD WALLS SHALL HAVE FIRE BLOCKING AT 10'-0" O/C MAXIMUM. 8. WHERE WOOD IS iN CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE TREATED DOUGLAS FfR-LARCH OR SHEET METAL CONNECTORS. S. UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8" DiA. BOLTS AT (o'-O" O/C. PROPERLY SIZED NUT 4 WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT TO THE PLATE PER SECT. 1806.6 C.B.C. NOTE: A) ALL BOLTS SHALL EXTEND A MINIMUM OF 1" INTO FOOTING, WiTH 5" MIN. INTO THE FIRST POUR OF CONCRETE, 5) PROVIDE A MiNIMUM OF TWO ANCHOR BOLTS PER PiECE OF SILL PLATE WITH ONE ANCHOR BOLT LOCATED WiTHiN 12" OF THE END. C) AT INTERIOR NON -BEARING 4 NON-BHEARWALLS, ANCHOR BOLTS MAY BE SUBSTITUTED WITH 0.15" DIA. POWDER DRIVEN PINS AT 36" O/C UNLESS NOTED OTHERWISE. (RAMSET #2330 INSTALLED PER 1.CB.0. REPORT %39, HILTI "5DM12" INSTALLED PER I.C.B.O. REPORT 02368, OR EQ.) SHOT PINS SHALL NOT BE INSTALLED UNTiL CONCRETE 15 CURED FOR "I DAYS MINIMUM. AT TWO -POUR FOUNDATIONS, 2nd POUR SHALL HAVE 4 3/4" MIN. THICKNESS AT SHOT PiN LOCATIONS. 10. ALL BOLT HEADS AND NUTS, WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS, SHALL BE PROVIDED WiTH WASHERS. 11. PROVIDE MULTIPLE STUDS FOR SOLiD BEARING AT END$ OF MISCELLANEOUS BEAMS OR GiRDER TRUBBES WHERE POST$ ARE NOT SHOWN. 12, HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL COMPLY WITH THE BUILDING CODE AND THE TYPICAL DETAILS ON THIS SHEET. 13. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS WHERE THE LENGTH OF THE WALL ABOVE EXCEEDS 25% OF THE SPAN OF THE FLOOR JOISTS. 14.50LiD BLOCK AT BEARING WALLS, UNDER PERPENDICULAR PARTITIONS AND ELSEWHERE AS REQUIRED PER C.B.C. 2306.1 AND 2326.83. 15. MINIMUM SPLICE NAILING OF DOUBLE PLATE$ SHALL BE AS FOLLOWS UNLESS OTHERWISE SPECIFIED: (121-1&d COMMON EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE WITHIN 4'-0". 16, FACE NAiL TWO PIECE BUILT-UP BEAM$ WITH i6d COMMON AT 12" O/C AT TOP AND BOTTOM. FACE NAIL MEMBERS OF THREE-PIECE BUILT-UP BEAMS WITH I6d COMMON AT 12" O/C AT TOP AND BOTTOM TO ALTERNATE SiDES OF BEAM. PROVIDE ADDITIONAL ROW OF NAILING AT ALL BEAMS GREATER THAN 12" DEEP, BOLT BUILT-UP BEAMS OF FOUR OR MORE MEMBERS. (SEE TYPICAL DETAIL ON THIS SHEET) 11. BALLOON FRAME ALL STUD WALL$ AT SLOPING CEILINGS. 0, PREDRILL ALL HOLES FOR 20d AND LARGER NAILS, $P€KE5 AND LAG BOLTS. LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: A) SHANK PORTION - SAME DIAMETER AND LENGTH AS $HANK B) THREADED PORTION - 60% TO 155ta OF THE DIAMETER FOR THREAD AND SAME LENGTH AS THREAD. IS. LAMINATED VENEER LUMBER (LVL) MEMBER SHALL BE CONSTRUCTED, INSTALLED AND MANUFACTURED PER MANUFACTURERS 5PECiFICATIONS AND I.C15,0. REPORT. THE PROPERTIES OF LAMINATED VENEER LUMBER (LVL) MEMBERS SHALL BE: E = 1,800,000 P61, Fb = 2,600 PSI, Fv = 285 PSI, Fc - 500 PSI. 20. TiMBERSTRAND (LSL) MEMBER SHALL BE CONSTRUCTED, INSTALLED AND MANUFACTURED PER MANUFACTURER'5 SPECIFICATIONS AND i.C.B.O. REPORT. THE PROPERTIES OF TIMBER5TRAND LSL MEMBERS SHALL BE: E = 1,300,000 PSI, Fb = 1,100 PSI, Fv = 285 PSI, Fc = 650 PSI 21. PARALLEL STRAND LUMBER (P5L) MEMBER $HALL BE CONSTRUCTED, INSTALLED AND MANUFACTURED PER MANUFACTURERS SPECIFICATIONS AND f.C.B.O. REPORT ER 4919 THE PROPERTIES OF PARALLEL STRAND LUMBER (PSL) MEMBERS $HALL BE A MiNIMUM OF E = 2,000,000 P61, Fb = 2,900 PSI, Fv = 290 P51, FC=650 P51 22. PROVIDE 2X3 CRO55-5RIDGING OR 2X SOLID BLOCKING AT A MINIMUM OF V-0" O/C FOR JOISTS (CONTACT METAL BRiDGNGx OR EQUAL MAY BE USED) WHERE SHEATHING OR GYP. BD. 15 NOT APPLIED TO TOP 4 BOTTOM OF JOISTS FOR ENTIRE LENGTH OF JOIST. 23. ALL PREMANUFACTURED METAL ITEM (CONNECTORS, HANGER$, 5TRAPS, ETC.) 5HALL BE BY SIM SON STRONG TiE COMPANY, INC. OR EQUIVALENT (SEE NOTE & ABOVE CONCERNING NAILING). ALONG EA. EDGE 24. A MAXIMUM OF IO�o OF LUMBER USED FOR CONSTRUCTION MAY CONTAIN CEILING J015TS TO PLATE, TOENAIL l3)-ad "WANE". THOSE MEMBERS WITH "WANE" SHALL ONLY BE USED IN CONTINUOUS HEADER TO STUD, TOENAIL (4)-56 NON-STRUCTURAL APPLICATION$. CEILINGS JOISTS; LAPS OVER PARTITIONS, FACE NAIL (3)-I6d 25. BOLT HOLES AT HOLDOWNS SHALL NOT BE MORE THAN 1/16" OVER5IZED CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL (3)4d AT THE HOLDOWN TO POST CONNECTION. INSPECTOR TO VERIFY. (PER RAFTER TO PLATE, TOENAIL (3)-Sd BUILDING DEPARTMENT) I" BRACE TO EA. STUD 4 PLATE, FACE NAIL (2)-8d 26. ALL HOLDO11N CONNECTIONS SHALL BE RE -TIGHTENED JUST PRIOR TO i"x8" SHEATHING OR LE55 TO EA. BEARING, FACE NAiL (2)-Sd COVERING THE WALL FRAMING. WIDER THAN i"x8" SHEATHING TO EA. BEARING, FACE NAiL 5)-8d 5UILT-UP CORNER STUDS i&d AT 24"O/C 2" PLANKS (2)-I6d AT EA. 55ARiNG POINT SEISMIC DESICSN LOADS SOiL TYPE 5D ZONE 4 Ca 0.44 Cv 0.64 SEISMIC SOURCE TYPE 5 D 15TANCE TO SEISMIC SOURCE: 10 KM 1R 4.5 SPECIAL INSPECTION 1. USE OF EPDXY ANCI-IO}RS 0 SAMUEL ARTHUR MARTIINEZ architecture planning interiors 2517 SOUTH TOWNSEND STREET, SANTA ANA, CA. PHONE: (714) 545-8046 PAX: (714) 545-2473 INC CONSULTING STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 PAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW, THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED, STRUCTURAL ENGINEER 2187 NO. DATE }VISION, PROJECT TITLE 0MEZ ADDITION 2522 TOANSEND STREET SANTA ANA, CA. a2104 PROJECT NO. 05-154 SHEET TITLE I7r-NERAL No I ANI? 1YPIGAL 5MOTURAL DETAIL5 STAMP 0 DRAWN 5Y T.G.L. CHECKED HY J.T. SCALE A5 NOTED PRINT LATE 5-51-05 5HEET NO. ; 5,t Alm SHEEATHING LAYOUT 1Nf=0=jq%0%0.O0*ING------------------------------- '• y MARK LOAD SILL NAILING* FDN, ANCHORAGE 1 1/��8" "THICK STUCCO WITH PORTLAND Iw PLF 16d AT $° O/C S/S" A.B. AT 32" O/C "A35" AT 24" O/C . CEMENT PLASTER WITH 1.40 PER SQUARE YARD 11 GA. GALV. WIRE LATH 4 16 GA. 2x4 02 FLAT NEW SLAB EXISTING FOOTING STAPLES (W/ 1/8" LEGS) AT Coll O/C. NOTCH RIM RAFTER OUTLOOKERS FOR OUTLOOKER AT 24" O/C 2 3/8" THICK WALL SHEATHING, EXP. 1 260 PLF 16d AT 6" O/C 5/6" A.B. AT 24" O/C DRILL 1" 4 HOLE WITH Sd NAILS AT 6" O/C AT EDGES. BN ROOF SHEATHING I MAY BE SLOPED) 3 3/8 THICK WALL SHEATHING, EXP. 1 349 PLF 16d AT 4 O/C 5/8 A.B. AT 16 O/C PER PLANS 24" 4" INSTALL 4 RE:BAR " �� „ „ AT 18" O/C 4 FILL WITH Sd NAILS At 4" O/C AT EDGES. W! "POROK" 4 3/S" THICK WALL SHEATHING, EXP. 1 4SO PLF lbd AT 3" O/C 2 ROWS 5/8" A.B. AT 12" O/C WITH Sd NAILS AT 3" O/C AT EDGES. 166 AT 3" 0/C STAGGERED X 3/4" A.B. AT I6" O/C X (2)-16d �� „ „ „ eQ d. 5 3/8 THICK WALL SHEATHING, EXP. 1 585 PLF 2 ROWS 16d AT 5 O/C STAGGERED 5/8 A.B. AT 12 O/C �-- WITH Sd NAILS AT 2" O/C AT EDGES. 3/4" A.B. AT I6" O/C X 2x RIM RAFTER /Em-/EN. 2x SOLID BLOCKING 6 15/32" THICK WALL SHEATHING STRUCT 1, 8"t® PLF SIMPSON SDSii4x6" AT 3" O/C 3l4" A.D. AT 24" O/C AT 48" O/C 6„ ( EXP. 1, WITH 10d NAILS AT 2" O/C AT 3/4" A.B. AT 12" O/C EDGES. (3x SILL PLATE REQUIRED) NOTES. 841 I. X INDICATES SILL PLATE NAILING OR ANCHOR BOLTING FOR TWO SIDED APPLICATION. 2. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. SHEAR WALL WHERE 3. HOLDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16", (INSPECTION REQUIRED). HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAIL. OCCURS PER PLAN # j 4. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 2"x2"x3/16" SQUARE WASHER PLATES. i �1 5. 4x MEMBER TO BE PROVIDED UNDER THE FLOOR SHEATHINGS TO RECEIVE SILL NAILING AT SHEAR WALLS #5, % AND TWO SIDED APPLICATION OF SHEAR WALL 04. 6. FRAMING AT ADJOINING PANEL EDGES SHALL BEE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED AT SHEAR WALLS 04, 05 4 +r6. 1. WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 16 LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL ISE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INC44 NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. SILL R20 F610 PLATES SHALL BE 3-INCH NOMINAL AND NAILS SHALL BE STAGGERED. S. ALL WOOD STRUCTURAL PANEL SHEATHING 84ALL BE C-D, C-C AND OTHER GRADES COVERED IN THE U.B.G. STANDARDS 23-2 OR 23-3. SC1am„°115SCALE: 11 UU *7u r-vw T xl �'rNC3 OTINcs 1„ ,� I -SHEA WALL SCHEDULE ULE PER 2'Oft Allift ww C5G 1 EXISTING ;SHEAR ------ WALL WHERE OCCURS E.N. 13x ROOF SHEATHING 2x SOLID BLOCKING AT 48" O/C 16d AT SILL NAIL SPACING TO 2x— BLOCKING EXISTING SHEAR WALL WHERE OCCURS BEAM PER PLAN APPROVED HANGER`` 3„ 3" CEILING JOIST PER PLAN BEAM PER PLAN SIMPSON ECC CAP (TURN TAB Sol) OR EPC WHEN OCCURS PER PLAN ROOF FRAMING PER PLAN MST21 STRAP PLATE TO PLATE UN.O. ON PLANS 4 „ 04 DOWELS SET EMBED. 04 DOWELS T 4 B INTO SIMPSON 241 SET EPDXY TIE ADHESIVE SYSTEM PER ER +'5219 SIMPSON "A3511 AT 48" O/C 4 d a a d 14 C 4 a a ° IV .. ©. 6 4 d d END RAFTER W/ d . (3)-Ibd PER STUD ° d 4 ° 3" CLR. 04 CONT. T 4 B EXISTING FOOTING NEW FOOTING PER PLAN * SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1-101.1 OF THE CODE MUST BE PROVIDED DURING INSTALLATION. Rao F601 SCALE: 12 N W T EXISTING r- OTIll �c�a�„ 'STRONG WALL C H DUL (SINGLE STO P� I"®1'-o„ EXISTING WALL APPROVED HANGER (2)-3f4"0 LAGS x 5" (MIN.) LONG W/ 31f2" EMBEDMENT At 8" O/C STAGGERED INTO EXISTING RIM JOIST EXISTING RIM JOIST 2x BLOCKING FLOOR SHEATHING WHERE OCCURS PER PLANS KING STUD EACH SIDE WI 16d AT 24" O/C SOLID STUDS OR POST PER PLAN ROOF SHEATHING PER PLAN ROOF RAFTERS PER PLAN B.N. 2x BLOCKING CAL• RAFTERS _ PER PLAN A35 OR L50 AT 24" O/C CONT. ENTIRE LENGTH OF TOP PLATES TYP. CEILING JOIST WHERE OCCURS PER PLAN 2x SOLID BLOCKING AT 4S" O/C MARK SIMPSON MODEL NO. ALLOWABLE SHEAR "/VT FASTENERS AT TOF OF MALL ANCHOR BOLTS TYPE OF HOEDOWN BOLTS A 3W 18xs 163 (W-5D5 1f4x6 (2)-sfe"4 (2)-55T528 B SW 24x6 W4 (12)-5D5 1f4x6 (2)-efs"¢ (2)-55T628 C 5W 32x5 1014 (16)-565 1f4x6 (2)-1'fe"4 (2)-85T528 D 5W 48x8 113ro (24)-565 1f4x6 (3)-"'f8"4 (2)-55T628 E SW 18x9 -122 (W-565 1f4x6 l2)-��� "+► (2 )-55T526 F 5W 24x9 IS3 (12)-SDS 1f4x6 C2)-�fe°� (2)-55T528 G SW 32x9 CJ IS (16)-5D5 1f4x6 (2)-'�,"� (2)-55T528 H SW 48x9 1093 (24)-5D5 1f4x6 (3)- "� (2)-55T1525 J 5W 24x10 lial (12)-5D5 If4x6 CZ)->;�"¢ (2)-55T628 IK 5W 32x10 '323 (I6)-5D5 1f4x6 (21-�,"� (2)-55T528 L SW 48xI0 1024 (24)-SDS 1f4x6 (3)-5f8"� (2)-S5T528 M 5W 24x12x6 629 (12)-568 1f4x6 (2)-''fe"� (2)-55T526 N 5W 32x12x6 W-1 (16)-565 1f4x6 (2)-1'fe,"� (2)-55T526 O 5W 48x12x6 924 (24)-5D5 If4x6 (3)-41s" � (2)-55T628 NOTES: 1. ALL CONSTRUCTION AND INSTALLATION SHALL BE PER ICBO F`FC-5485 AND RECOMMENDATIONS OF SIMPSON STRONG TIE. 2. FOR TWO POUR APPLICATION USE; 55T634 HOEDOWN BOLT. SIMPSON HPA44022 W/ (21)-i6d TO POST AT SINGLE -POUR USE HPAH022-2P W/ (23)-16d TO POST AT DOUBLE -POUR. 1 RIO 111 a1 -0 HOLDOWN ST-22 STRAP AT 48"O/C ROCS SHEATHING PER PLANS RIDGE BEAM PER PLAN POST PER PLAN SLAB 4 REINF. PER PLAN POUR JOINT WHEN OCCURS NEW SLAB 4 FOOTING EXISTING FOOTING m4z 4" MIN. DRILL 1114 HOLE (MAY BE SLOPED) INSTALL 04 REBAR AT IS" O/C 4 FILL W/ "POROK" r TO OF SD (5E 5I1` ST1 PE PFi HC (5E AN (5E ! ! ! ! I ! ! k k i t { i i i ! i ' ! i I I ! I I ! ! ! I ! ! i ---- a PLATES 15EAM S FASTENERS :E SCHEDULE) IPSON 2ONG-WALL R 1CBO -5484 LDOWN BOLT :E SCHEDULE) ^HOR BOLTS :E; SCHEDULE) p {i It u tr7 ul. u {4 tr c trU� FOUNDATION T34 9. 2 SHEAR WALL WHERE OCCURS P.T.D.F. SILL PLATE .it F F.yy _ -i I i_ l i—I it j �} tilt; d �QQ 4 4 12" AT I STOR 15" AT 2 STORIES SHEAR WALL WHERE OCCURS P.T.PP. SILL PLATE EN.---\ ° 4 - 4' 4 i2" At I STOR 15" At 2 STORIES 5/8" p A.B. AT 6' -0 U.NO. ON PLANS L m 10" AT 1 POUR FTG. L=14" AT 2 POUR FTG. SLAB 4 REINF. PER PLAN SEE FDN. PLAN NOTES FOR SLAB UNDERLAYMENT POUR JOINT OPTIONAL (1)-04 T45 CONT. UN.O.ON PLANS 5/81111, A.B. At 6'-o" UN.O. ON PLANS L ® IV" AT 1 POUR FTG. L =14" At 2 POUR FTG. SLAB 4 REEINF. PER PLAN d r d SEE FDN. PLAN NOTES FOR SLAB UNDERLAYMENT POUR JOINT OPTIONAL (2)-04 T415 CONT. U.N.O. ON PLANS SAMUEL ARTHUR MARTINEZ architecture planning interiors 2517 SOUTH TOWNSEND STREET, SANTA ANA, CA. PHONE. (714) 545-8646 FAX: (714) 545-2473 Q IN CONSULTING STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE (949) 645-2422 FAX: (949) 845-0828 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. STRUCTURAL ENGINEER 2187 NO. DATE REVISION PROJECT TITLE 0Z fQ�L.. I L/ENVF ADDITION 2522 TOAN55ND STREET SANTA ANA, GA. 12104 PROJECT NO. 05-154 SHEET TITLE VE AIL5 STAMP t:Rj 3:w 41 01 Uj DRAWN i3Y T.G.L. CHECKED Bh' J.T. SCALE A5 NOTED PRINT DATE -I -as 5HEET NO. - ,. mm 13 �A mm my,141-11y msmsm anz .150 0 M MANDATORY MEASURES CHECKLIST., RESIDENTIAL MF-1 R 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 noised shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturers labeled R-Volue. X * 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(l) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltrotion/Eflttration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricoted) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. N A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot sights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113. HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(1): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X * 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tope, aerosol sealant or other duct closure system that meets the ap likable req irements of UL181, UL181A, or U1181B . if mastic or tope Is used #o seal openin s greater than 1 %4 inch, the combination of masric and either mesh or tope shall be used. Building caviies shall not be used for conveying condHioned air. Joints and seams o€ duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used In combination with mastic and dmwbands. 2. Exhaust fan systems have backdroft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dampers. 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is Installed with: a. At least 36" of pipe between filter and heater for future solar hearing. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances hove no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)1.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one oif the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures ore iC (insulation cover) approved. X 04.8 General Requirements 05.8.1 Notes to be placed on the plans: e16.8.1.1 Maintenance Information, The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. cl7.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R Project Title,,,,,,,,., PROPOSED GOMEZ RESIDENCE Date,,06/06/05 101 005 Project Address,,,:,,,, 2522 TOWNSEND STREET *******--------------------- SANTA ANA *v6,01* 1 __-__ _ I Documentation Author.,, Christopher S, Leighton **w*w*w I Buidi - e-lit I Terry Engineering I __------ 13691 Red Hill Ave, I (an Check Date Tustin, CA 92780 I _ -1 (714) 838-1124 1 Field Check/ Date I Climate Zone.......,.., 08 _____________________ Compliance Method....., MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc, I MICROPAS6 v6,01 File-SO504000 Wth-CTZ08S92 Program -FORM CF-IR I i User#- -MP0206 User - _Terry Engineering Run- -_-___ PROPOSED GOMEZ RESIDENCEI __-- GENERAL INFORMATION Conditioned Floor Area.,.,, 2609 sf Building Type .............. Single Famity Detached Construction Type ......... Existing Plus Addition Building Front Orientation, Front Facing 180 deg (S) Number of Dwelling Units,., 1 Number of Stories......,.,. 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 11.5 X of floor area Average Glazing U-factor.,, 1.17 Btu/hr-sf-F Average Glazing SHGC......, 0.78 Average Ceiling Height...., 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic New Attic Cell Walt n/a R-0 R-n/a R-0 0.386 Existing Ext W Wall n/a R-13 R-n/a R-13 0,088 New Ext Walt Watt n/a R-O R-n/a R-0 0.322 Existing Gypbo Door n/a R-0 R-n/a R-0 0.330 Exterior Door Floor-Ext n/a R-O R-n/a R-0 0,239 Existing Floor StabEdge n/a R-0 R-n/a F2=0,720 Covered StobEdge n/a R-O R-n/a F2-0,550 At Garage Area U- Interior Exterior hang/ Orientation (sf) Factor ______ SHGC ______ Shading _______________ Shading ______________ Fins ----- ____________________ Window Front (S) _____ 20.0 1,280 0,800 Standard Standard None Window Right (E) 25.0 1,280 0,800 Standard Standard None Window Front (S) 6.0 1,280 0.800 Standard Standard None Window Back (N) 20,0 1.280 0,800 Standard Standard None Door Left (W) 40.0 1.250 0,800 Standard Standard None CERTIFICATE -OF COMPLIANCEi RESIDENTIAL Page 2CF-IR ---------- Project Title.,...,.... PROPOSED GOMEZ RESIDENCE Date,.06/06/05 10144105 I MICROPAS6 v6.01 File-SO504000 Wth-CTZ08S92 Program -FORM CF-iR I I User#- -MP0206 User -Terry Eng i neer i ng - Run- _____PROPOSED GOMEZ RESIDENCE i ^___ FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (W) 17.5 1,280 0.800 Standard Standard None Door Left (W) 40.0 1.250 0,800 Standard Standard None Window Front (S) 9.0 1,280 0,800 Standard Standard None Window Right (E) 16,0 1,280 0.800 Standard Standard None Window Right (E) 20.0 1,280 0.800 Standard Standard None Window Left (W) 20.0 1,280 0,800 Standard Standard None Window Left (W) 20.0 1,280 0,800 Standard Standard None Window Left (W) 20.0 0,600 0,650 Standard Standard None Window Front (S) 20.0 0,600 0,650 Standard Standard None Sky 1 i ght Horz 6.0 0,940 0,590 None None None SLAB SURFACES ------------- Area Slab Type (sf) Standard Stab 1573 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace 0,780 AFUE n/a Attic R-4. 2 No No SetBack ACSplit 10.00 SEER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS Number Tank External In Energy Size Insutation Tank Type Heater Type Distribution Type System Factor (gal) R-value Water Heater to meet minimum CEC Standards REMARKS CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R Project Title.......... PROPOSED GOMEZ RESIDENCE Date..06/06/05-10144105 I MICROPAS6 v6,01 File-SO504000 Wth-CTZ08S92 Program -FORM CF-1R I lUser#-MP0206 _ _ User Terry Engineering Run -PROPOSED --�___ PROPOSED GOMEZ RESIDENCEI ____ COMPLIANCE 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 Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name....? Name.... Christopher S. Leighton Company, SAMUEL ARTHUR MARTINU�Address. Company, Terry Engineering Address. 2517 SOUTH TOWNSEND 13691 Red Hitt Ave, SANTA ANA CA 92704 Tustin, CA 92780 Phone... (714) 545-8646 Phone... (714) 838-1124 License, �_5 0.t_2_-r-- S i gned.. t i gned.. - __ e) -(date) ENFORCEMENT AGENCY Name.. , . ___ _�ee,� $� -----__ Title. . ,--�l-36�99-1!�etl�ett'Ave`" Agency, , -Fum#in; - ___-___�f2�------- Phone,,, _ S I geed. , __ ____ ___ _ _ .•�' (date UPON COMPLETION OF CONSTRUCTIONS CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE: CALIFORNIA ENERGY COMMISSION ATi wwwenergy.ca.gov/titte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION. ,l r C� Z W Ld Z_ Z0 w OR r► Lam,,, -; EMSSJ H- o. 17014 * Exp. _ 3 =�17= 9 OF CA1.�4h [ Lz.l Z � W Q W W tr Z o,� V)< 0--- W N U? CN U? Ln 0 N Q_ 0 ry CL W CL' i-- CIS < 0 }- C� � 0 � LL Q r., N Z in Date: 06-06-2005 Scale: AS NOTED Drawn: CL Checked: JT Not Date: 06-06-2005 Job No: 050QO Sheet: 5 Qrr FJY T-24