Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10139496.pdf
L % 1� g, J, Mg, X?R,70 El�, 51TE ZXS71N0 FIRST FLOOR AREA SO. FOOT GE 1.. 152 SO. FT. ZOT No® 04 BUILDING ZONE SFR Vill -2" J ugg, gi g� g AJI.T.i.Y,y CONSTRUCTION TYPE -AI?E4 SO. FOOTAOF nz ZXISTINO 014RAOZ 378 50. FT. M1, wlt:� SUIZDING V—NR I x0 _ PROPOSE-P FIRST 00f ADDITION AfP SFOOTAGE 272 50. FT.. TRACT 2061 GARAGE V—NR 0 SO. /-T MAP 800K 9 PMOPOS0 SMONP IcZ 0/1? 4PPITION 141'?E4 SO, 100401 286 OCCUPANCY A"— 1 106-27 W SUILDING R-3 17 77,77777, TOTAL 2 5 088 0. CITY SANTA ANA GARAGE 2 1196' 97, 2000 1 2000 Yy0t NG CODE BUILDING N A( TH TOTAL PROPOSZD 558 50. FT. sy COUNTY ORANGE MO 99 2001090 Ali CA Z- IFORNIA NUMBER OF STORIES STA TZ LOT AREA SO. FOOTAGZ 700 .10 6 T. 467 50. F BUILDING ONE (E 7W0 (N) A. R. N. 001-271-04 ARf A- 50. FOOTAOF GARAGE ONE 9U1Z,01N0 000CRA0Z 28. 9 A 2 NO 50ALE .... ... . . VIC11VIToVMAP ORIEIVTA TION Blw11LA011VG 5" t 1A fA fA Z fmb rft" v L HGAL DESCRIPrION Hl11l.A0WVG A L"w YSIS -own 1. IVOTHS SHEErINVEX logo CONTRACTOR SHALL, PRIOR TO 00VWZNCZVZNT OF WORK, FIELD VERIFY ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTIL17Y LOCATIONS AND UTILITY SIZES. FIELD INFORMATIO N OF DISCREPANCIES SHALL BERECORDED ON A REPRODUCIBLE - DOCUMENT AND 1M1WZ-D1A TEL Y TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WORK. wow CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND MATERIALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.T- 1 TITLE SHEETI PL OT PLAN WRITTEN DIMENSIONS TAKE PRECEDENCE OVSR SCALED SIZES; DO NOT "WEka-XITIFIT LOOR PLAN SCALE DRAMINGS TO DETERIVNE ANY LOCATIONS. THE ARCHITECT lD A1 ESNG RSF& SHALL BE NOTIFIED OF ANY DISCREPANCIES, PR/OR TO CONTINUING W to p FL7777 4MG DIVISiq, WITH WORK. SCALE: E: 1" =20'—O" FIRST FLOOR ADDITION PLAN & ALL DIUENSIONS ON PLANS ARE TO CENTER LINE OF HALLS / COLUUNS, �c ACE OF MASONRY (FOM), UNLESS AND FACE OF STUD (FO.5) OR F ""'ND FLOOR ADDITION PLAN NOTED OTHERWISE SECU 2 ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL AP101-ICASZE BUILDING CODES, THE AMERICANS WITH DISAL91ZITIES ACT, A S WELL AS ALI OTHER LOCAL GOVERNING CODES AND ORDINANCES. ELEVATIONS 9 ALL ELECTRICAL, MECHANICAL, AND PZUUL91NC WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL ZZ-GAll Y CONTITUTED AUTHORITIES 65,00 T ICAL HA VING .1URISDICTION. E SST.K Ml�-- A PLAN & �z ,A 4 THE GENERAL BUILDING PERMITS SHALL BEPAID FOR BY THE OWNER ..... AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED .. RuuF PLAN PERMITS SHALL SE SECURED AND PAID FOR BY THE CONTRACTOR OR r� )"71 EXLANP%APE SUBCONTRACTOR DIRECTLY RESPON5125LE . ALL RATl(`)N PLA�VVEOUIRED C17Y AND COUNTY LICENSES SHALL bE ACQUIRED AND PAID FOR BY P-If INDIVIDUAL TRADE-5 D ALL CONTRACTORSYES A W7,-. SHALL HAVE VALID CERTIFICATES OF WORI�(YAN:5 'ECTI �7N COMPENSATION ON FILE WITH THE APPROPIATF AGENCIES PROPOSED EX. cozpzm N N5. CONTRACTOR SHALL ASSIST OWNER IN OSTAINING FINAL APPROVAL OF ADDITIOHE TEMPORARY AND FINAL W-2`OCAL HFALTH DEPARTMENT AND T -2 FRAMINU" PLA CERTIFICATES OF OCCUPANCY 'T t 16 kV I A tj 44k 6. CONTRACTOR SHALL PROOOEBAClf'ING FOR SUPPORT OF EN�'��Y CALCS ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS 7 LIGHT FIXTURES, SHELVING,EQUIPMENT,AND TELEVISIONS.EXISTIN6 :_ _ r DETAILS COORDINATE LOCATIONS AND REQUIREMENTS WITH THE HOUSE D-1 PLUM461NO, MECHANICAL, EL ECTRICAL DRAWINGS .2 ov-4 7 IT SHALL BE THE RESPONSABIZITY Of" THE CONTRACTOR TO ZOCATF ALL ETAILS EAST. YW FEWE EXISTING UTIZITES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT H= VH10H-1 ST. THEM FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR OR REPLACEMENT OF UTLITIES AND ALL OTHER PROPERTY EXISTING D BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK GARAGE RA(5E 8 CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES CONTRACTOR SHALL PROVIDE REWIRED PROTECTION INCLUDING, BUT NOT A 1 L LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING EX. LANV- `L211 "v-s" ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE BUILDING. 9 IN7E EX. DRIVEWAY ', ALL DEMOZITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND BY METHODS WHICH ENSURE- AGAINST DAMAGE TO EXISTING WORK. NOTE. 9 INTERIOR HALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD ex. sivi 5K 500 X. 510r=+LK CZASSIFICATIONS DICTATED BY ALL APPI-ICARLE BUILDING CODES. -2 THE GOVERNING CODES FOR T1115 1DR0dj-CT ARE T11Z 001 CAZIFORNIA Ex. LANv%AM elx. A"'ROA4 H 8U1WINO (C,6C), RZ-CTRICAZ (CZ-C), ENSROIK (T24-6), MECHANICAL (CIVC), 10 GYPSUM BOARD AND SUSPENDED 061ZINO SYSTEMS SHALL CONFORM To ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. EX. 0A5---' AND PZUIW91NC (CPC) CODES WITH LOCAL AIVEMOWN75. I I. ALL GLASS AND GLAZING SHALL COWL Y WITH ALL APPLICABLE BUILDING 0006S AS WELL AS THE U.S. CONSUMER PRODUCT SAFETY COUMISION, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING IWATZRAZ5 (47 FR, I T,516 TITLE NO. 16, CHAPTER I/, PART 1201). 12 PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR A GRAPHIC SCALE Ulti lkhw T- TVUEYSER THICKNESS SHALL NOT SE PLACEDIN STRUCTURAL CONCRETE"CIAI:7A V Akmw A UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL, PZU1VZ?1N6, AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND #,-J/,j Ll OTHER ACCESORIES WA IJ CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDINOS AND RECOMENDATIONS SET FORTH IN THE SO/ZS REPORT THE ARCHITECT PLOTPLAN ACCEPTS NO Rf-SPONSARIZITY FOR TH EACCURACY OF THE FINDINGS //v V THESOILS REPORT, NOR,FOR THE fl-NAL RECOIWIVENDATIONS SCALE: P�--20V` �lg 20 10 0 20 40 60 80 Ja NOTIFY THE SOILS ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING. 1513 WSANTA CLARA A VE GRADING OR FOUNDATION CONSTRUCTION 14 AUTOMATIC FIRE SPRINKLER SYSTEM DZ-SIGIV AND INSTALLATION IS' THE SCALE IN FEET of Samira Ana COMPLETE 'DESIGN -BUILD" RESPONSABILITY Of - CONTRACTOR. PRIOR City SCALE: P�--20W" TO INSTAllATION, SUBMIT TO THE ARCHITECT FOR REVIEW, COMPLETE FIRE SPRINKLER SYSTEM DRAWINGS WITH APPROVALS BY ALL AGENCIES HAVING dURISDICTION INDICATED ON ALL SETS THE CONTRACTOR SHALL SE RESPONSIBLE FOR LOCATION OF SYSTEM HEADS, PZ&M611VG LINES, AND VALVES SO AS NOT TO RE IN CONFLICT WITH OTHER SYSTEMS OR 7N NO TF. . E INTERIOR DECOR, AND STILL Z?Z- LOCATED GOVERNED BY FIRE SPRINKER CODES AND SYSTEM ENGINEERING. AS GOV SEPARATE PERMITS ARE REQUIRED FOR EACH (901WING), (ACCZ-50RIK DRAFTWVG AgESIGIV DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW OF THE (RETAINING 14A CONTRACTORS COORDINATION OF SYSTEM WITH THE Df-SION INTENT OF SUIWINC), (POOL OR SPA), (FENCE/WALL, (RE7A Z Z),. THE PROJECT PRIOR TO INSTALLATION (MECHANICAZ), (RZ-CTR1CAZ), (PMUSINO). 15. FIRE SPRINKLERS SHALL L5E" AUTOMATIC TO PROVIDf- 100X COVERAGE AND SHALL COMPZ Y WITH THE RECOMENDA TIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS PAMPHLET NO IJ THIS PLAN AND ANY ACCOMPANYIW-s DOCUMENT ARE THE WOm< PRODUCT AND THE PROPERTY OF H.R. (LATEST EDITION) AND THE OWNERS INSURANCE UNDERWRITZ-R(5). 4 ASSOC. (HERE IN AFTER CALLED 'THE COMPANY') AND MAY NOT BE USED, COPIED, OR REPRODUCED DRAFTING. H.R. & ASSOCIATES WITHOUT THE WRITTEN PERMISSION OF THE COMPANY. THESE PLANS AND ANY ACCOMPANYING 16 EXTERIOR OPENINGS SHALL COM101- Y WITH ALL SECURITY REQUIREMENTS DOCUMENTS OR PROPOSALS SHALL SF- PAID FOR AS A WOW, PRODUCT FOR A PRICE AGREED UPON. DELIVERY OF THIS PLAN AND ANY ACCOMPANYING3 DOCAIIENTS TO THE OWNER OR HIS CONTRACTOR IS AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES. CONDITIONED UPON THE A50YE UNDERSTANPIWa AND ANY VIOLATION OF THIS C40NDITION MAY BE 25318 MAXY DRIVE 77 ACCURATE AS-SUIZ T DRAWINGS SHALL BE GENERATED BY CONTRACTOR ENJOINED ON/OR REDRESSED IN DAMAGES IN ANY COURT HAVING JURISDICTION of THE SUBJECT MATTER. MORENO VALLEY, CA 92551 DIMENSIONS, MEASUREMENTS, AND LOCATION OF PRESENT OR PURPOSE PLUMBING, ELECTRICAL, AND DURING CONSTRUCTION AND SUBMITTED TO OWNER UPON COMPLETION OTHER FACILITIES ARE ALL REPRESENTED ON THE BASIS OF: THE BEST INFORMATION AVAILABLE AND TEL. (909) 247-9056 OF FINAL PUNCH LIST, BUT PRIOR TO REQUEST FOR FINAL PAYMENT. ARE SUBJECT TO VERIFICATION. PROPOSED OUTLETS AND FACILITIES MAY BE SUBJECT TO CHANGES IN PLANS, OR WORK TO BE DONE, BEYOND COMPANY CONTROL, THE COMPANY MAKES NO REPRESENTATION FAX: (909) 247-9056 18. ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS, AS TO THE ADEQUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH APPLICABLE CODES AND AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A ORDINANCES. WAY AS TO PREVENT FIRE- DEPARTMENT A CCES OR EGRESS IA( THE EVENT OF A f I -RE 1 TE EXISTING FIRST FZ00R AREA SO, FOOTAGE I., 152 50. FT. LOT Na. 04 BUILDING ZONE SFR EXISTING GARAGE AREA 50. FOOTAGE 378 SO. FT. BLOG/t' CONSTRUCTION TYPE BUILDINGy NR t PROPOSE!) FIRST FLOOR XPP17ION AREA Z. I-00,40E 272 50. FT. TRACT 2061 GARAGE V NR �l�©PO.sa s�Ory F�001 ,�aiTioN SO. FOOTAGE 286 S0. Fr. OCCUPANCY _ _ MAP BOOK BK 1 PG 27 i -. Gabr*lel\VIC IN ITY.TI F E,- .- MIN BUILDING R-J TOTAL 2, 088 S0. FT: CITY SANTA ANC! GARAGE U 1 1 NORM TOTAL PROPOSED 558 50. FT. N COUNTY ORANGE` 97 2001INCOO1 BUILDING CODE U8G' I 2 MOs 99 2001 CBC NUMBER OF STORIES ® LOT AREA 50. FOOTAGE 100 .�' 6 467 S CCU. FT. STATE CAL /FFDRN/A BUILDING ONE (E) TyO (N) BUILDING COVERAGE AREA 50. FOOTAGE 28. 9 �' A. P. N. 001-271--04 GARAGE ONE` E NO 5CAL.E V1C1iV1TYAlAP ORIENrA TIO)V SUILDIAfG SUAfMARY LEGAL DESCRIPT101VB Z 11L DING A IVA L YSIS NOTES SHEETINDEX 1. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY LOCATIONS AND UTILITY SIZES. FIELD INFORMATION OF DISCREPANCIES SHALL SE RECORDED ON A REPRODUC18LE DOCUMENT AND IMMEDIATEL Y TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, COORDINATION, AND NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WORK. CONTRACTOR SHALL VERIFY, AND SE RESPONSIBLE FOR, ALL WORK AND 11 I HEE I PLOT PLAN MATERIALS — INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. WRITTEN DIMENSIONS TAKE PRZC6DZVCF OVER SCALED SIZES; DO NOTA SCALE DRAWINGS TO DETERMNE ANY LOCATIONS. THE ARCHITECT A"-1 % '"f `% % FIRSTFLOOR t l // Y PLAN Ur SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING WITH WORK. SCALE: 1"=2Q'--0„ FIRSTFLOOR ADDITION PLAN ALL DIMENSIONS ON PLANS ARE TO CENTER LINE OF WALLS / COLUMNS, AND FACE OF STUD (F. O. S) OR FACE OF MASONRY (F. O M.), UNLESS NOTED OTHERWISE SECOND FLOOR ADDITION PLAT V 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE BUILDING CODES, THE AMERICANS WITH DISABILITIES ACT, AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES. A-"� ELEVATIONS J. ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LEGALLY CDNT/TUTED AUTHOR/TIES JURISDICTION.& 5.00' A-3HA ) AL PLA� ter. etcYlc rwu. YVING L..T j 4. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED IAA 6` Hl" ROOF PLAN PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR $ EX ' ' 5 SUBCONTRACTOR 91REC7L Y RESPONSIBLE. S-1 FOUNDATION PLAN & ALL REQUIRED CITY AND COUNTY LICENSES SHALL SE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADES. ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN Sod f SECTION A a g ^ COMPENSATION ON FILE WITH THE APPROP/ATE AGENCIES. PROPOSED EX COWPZM g �� 5. CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF ADDITION n FRAMINGPLAN LOCAL HEALTH DEPARTMENT AND THE TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY. ti �,� to�-�� t �4- 6CONTRACTOR E—C. ENERGY CALCS SHALL PROVIDE BACKING FOR SUPPORT OF ALL WALL, CEILING; AND PARTITION MOUNTED ITEMS SUCH AS LIGHT FIXTURES, SHEL VINE EQUIPMENT AND TELEVISIONS. © EXISTING — 1 DETAILS COORDINATE LOCATIONS AND REQUIREMENTS WITH THE PLUMBING MECHANICAL, ELECTRICAL DRAWINGS. HOUSE 7. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO LOCATE ALL D-2 DETAILS EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT Hob, III r1 THEM FROM DAMAGE: THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR 5T. THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY EXISTING k DAMAGED BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK. $, o, SX-V « GARA&E 8. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING EK LANPSCA�E ` '= "I -5M ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE BUILDING: 4 ALL DEMOLITION AND CUTTING SHALL 8E PERFORMED 1N A MANNER AND cy EX. VMVEWAY'. ` BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. • . :: NOTL 9. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD Ex. siD w�i.K 5; fI4' sia K .- CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES. ' r s. � A . ,. . THE' GOt/E`fi'N/NG CODES FOR Tf/lS Pfi'OJECT ARP" Tf/E 2001 CAL/PORN/A 10. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO Ex i} p5GA1'i~ >wx. �±i za;acw: 8MMINO (CBC), ELECTRICAL (CEC�, SNEROr (T24--6�, M�CHA/i//CAL (CMC1, ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. E. Ca 4 AND PLUMBING (CPC) CODES Gl//TH LOCAL AML510/fil£NTS. 11. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AS WELL AS THE U.S. CONSUMER PRODUCT SAFETY COMMISION, SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR, 13516 TITLE NO 16, CHAPTER 11, PART 1201) 12. PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR T. ® SCALE MEMBER THICKNESS SHALL NOT SE PLACED 1N STRUCTURAL CONCRETE W SANTA RAA VE UNLESS SPECIFICALLY DETAILED REFER TO MECHANICAL, ELECTRICAL, PL UM8/NG, AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND OTHER ACCESORIES. 13. CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDINGS AND RECOMENDATIONS SET FORTH IN THE SOILS REPORT. THE ARCHITECT PLOT -PLAN ACCEPTS NO RESPONSASIL/TY FOR TH £ACCURACY OF THE FINDINGS IN THE SOILS REPORT, NOR FOR THE FINAL RECOMMENDATIONS. SCALE.' , "-20W" 20 10 0 20 40 60 80 NOTIFY THE SOILS ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING i513 W SANTA CLARA A VE MEL GRADING OR FOUNDATION CONSTRUCTION. 14. AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION IS THE SCALE IN FEET COMPLETE '20E51GN--8UILD" RESPONSASILITY OF CONTRACTOR. PRIOR SCALE- f 2MO" TO INSTALLATION SUBMIT TO THE ARCHITECT FOR REVIEW, COMPLETE FIRE SPRINKLER SYSTEM DRAWINGS WITH APPROVALS BY ALL AGENCIES HAVING JURISDICTION INDICATED ON ALL SETS. THE CONTRACTOR SHALL SE RESPONSIBLE FOR LOCATION OF SYSTEM HEADS, PLUMBING LINES, AND VALVES SO AS NOT TO SE IN CONFLICT WITH OTHER SYSTEMS DECOR, AND STILL NOTE.'AV OR THE INTERIOR BE LOCATED Di?AFTWVG AS GOVERNED BY FIRE SPRINKLER CODES AND SYSTEM ENGINEERIN6: SEPARATE PERMITS ARE REQU/RED FOR EACH (BU/LDl/1/G1, (ACCESOR)l DRAWINGS SHALL SE SUBMITTED TO ARCHITECT FOR REVIEW OF THE CONTRACTORS COORDINATION OF SYSTEM WITH THE DESIGN INTENT OF BUILDING , POOL OR SPA), FZ—NOZ41AL A , L , RETAIN/NG WALL , ) ) ) ) THE PROJECT PRIOR TO INSTALLATION. (MECHANICAZ), (ELECTR/CAL), (PL UMBiNG) 15. FIRE SPRINKLERS SHALL SE AUTOMATIC TO PROVIDE 100'." COVERAGE AND SHALL COMPLY WITH THE RECOMENDATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS PAMPHLET NO. 13 (LATEST EDITION) AND THE OWNERS INSURANCE UNDERWR/TER(SJ THIS PLAN AND ANY ACCOMPANYING DOCUMENT ARE THE WORK PRODUCT AND THE PROPERTY OF H.R. t ASSOC, (HERE IN AFTER CALLED 'THE COMPANY') AND MAY NOT BE USED, COPIED, OR REPRODUCED Q� n p� ^�� DRAFTING: H.R. & ASSOCIATES ES 16. EXTERIOR OPENINGS SHALL COMPL Y WITH ALL SECURITY REQUIREMENTS WITHOUT THE WRITTEN PERMISSION OF THE COMPANY. THESE PLANS AND ANY ACCOMPANYIW3 DOCUMENTS OR PROPOSALS SHALL BE PAID FOR AS A WORK PRODUCT FOR A PRICE QED UPON. AS OUTLINED /N ALL LOCAL BUILDING CODES AND ORDINANCES. DELIVERY OF THIS PLAN AND ANY ACCOMPANYM DOCUMENTS TO THE 01KER OR HIS CONTRACTOR I3 CONDITIONED UPON THE ABOVE UNDERSTANDING AND ANY VIOLATION OF THIS CONDITION MAY BE 25318 MAXY DRIVE 17. ACCURATE AS —SOIL T DRAWINGS SHALL 8E GENERATED BY CONTRACTOR CO ENJOINED OWOR REDRESSED IN DAMAGES IN ANY COURT HAVIWS JURISDICTION OF THE SUBJECT MATTER. � ELECTRICAL, TS, AND LOCATtON CC- MA HE VAIIL E MORENO VALLEY, CA 92551 DURING CONSTRUCTION AND SUBMITTED 1 OWNER UPON COMPLETION OF FINAL PUNCH LIST, BUT PRIOR TO REQUEST FOR FINAL PAYMENT. iS OF TSENT OT14EFACILITIES ARE ALLNREPRE-SeNTED ON T14E BEST IWORMATIONPURPOSE ANpD ARE SUBVERIFICATION. PROPOSED TO VERIFICATIOPROPOSED OUTLETS AND FACILITIES MAY BE SUBJECT TO CHNG AEINS TEL. t909) 24i--9t356 18. ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS, PLANS, OR WOW TO BE DONE, BEYOND COMPANY CONTROL. THE COMPANY MAKES NO REPRESENTATION AS TO THE ADEQUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH APPLICABLE CODES AND _ :. 909 247--9056 AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A ORDINANCES, WAY AS TO PREVENT FIRE DEPARTMENT ACCES OR EGRESS IN THE EVENT OF A FIRE. REVISIONS DATE BY FIRST ISSUE 05/12/03 QPLAN CHECK � CORRECTIONS 06/22/03 O DRAWN G. HOWARD CHECKED DATE 05-12-03 SCALE 1» 20,_0' JOB NO. 2003-0421 SHEET T�l SCALE: I/4" = I'—O" EXiSTiN6 LEVEL -- - -N 5 v , s M�M EXISTING INALL G PNIALL TO BE REMOVED REIN KALL ALL NEN w AITH A - LABEL ATTACHEP I NOTE: "APPROV'AL OF THESE PLANS BY THE SU I LD I NG DEPARTMENT DOES NOT INCLUDE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAN MAY BE SHORN OR REQUIRED. SEPARAT APPROVALS FOR ANY ALARM SYSTEMS MUST BE OSTAINED." ......# .Wisp ♦ .... '� EXISTING FIRST FLOOR AREA FLOOR R PLAN NOTES PROPOSED .i.«I SECOND FLOOR ADDITION AREA= a. 7.. UNDER4. i♦ INSULATION S. ALL RrECEPTACLIEES IN KITCHENOATH AND 6ARA(5E SHALL BE 6FI. OUT . .... PT ' - - - SHALL BE AEATHMIR PROOF. 6. ^PM9 USED IN LUMINAIRES R —AL ,. HTIN6 IN KITCHEN D BATHROOM SHALL HA\/E IEEFFICIIEENC,"r OF i AINVOINS SHALL DUAL - ANrz i ALL BEDROOMSAND HALL AREAS i 5—ice' DETECTORS, HARD BATTERY BACK UP. r, PER HOUR DRAIN INLET. ENCLOSURE TO B!E SHATTERPROOF. SAIN61N& POOR TO MATERIAL12.6LAZIN6 IN THr= FOLLOAINC7 LOCATIONS SHOULD BE- OF SAFETY (5LAZINC7 ACORVANCr= AITH SECTION it EXCEPTIONS): a). INHERE THE BOTTOM EXPOSEIP !EIP(SE OF THE ININVOIN 6LAZIN6 IS LESS THAN 9>0 INCHES A50VE A STANDINC-7 SURFACE AND DRAIN INLET OF TU59 AND SHOINIERS. @ P0100!ER ROOM OFF OF KITCHEN. I3.SMOKE DETECTORS ARE REOUIRED IN EACH EXISTIN6 ROOM USED FOR SLEEPIN6, CENTRALLY LOCA17ED IN THE AALL OR CEILIN6 IN CORRIDORS FROVIVIN6 ACCESS TO EACH SEPARATE SLEEPINds AREA, AT r=-ACH FLOOR OR BASEMENT Lrz\/r=L AND IN C.LOSE PROXIMITY TO THE 147HE C-Lr:\/ATION OF LANDIN6 SHALL NOT EXCEED EICSHT INCH DIFERENCETHAT THE THRESHOLD OF THE rii r•- ri NOT SAIN(S 0\/C—Ft THE - r _+-O rADDITION Ti BE HEATED BY EXISTINC-7 F.A.U. Pr=R FLUSH. lb.AATER CLOSIEETS, SHALL SIE "ULTRA LOA I`zLUSH" TYPE IoNITH 1.6 6ALLONS MAXIMUM DRAWN G. HOWARD CHECKED DATE 05-12-03 SCALE 1/4„ = 1'_0» JOB NO. 2003-0421 SHEET 44 YEARS COMP. ROOFIN6 W/ #15 FELT CLASS ,4 0/ 1/2" WK PLYWU. SHEATHING, TO MATCH EX15T€N6 12 TO MATCH EXI5TIN6 3•5 (2) 14x24 ATTIC VENTS -. 2.54 SQ•FT. OF ATTIC VENTILATION PER VENT EA. SIDE OF 6A5LE EXISTING COMP. ROOFING --- -,_ CALIFORNIA FILL 3 • 0 (2) 14x24 ATTIC VENTS 40 *i"EARS 2.54 SQ.FT. OF ATTIC --. ------ COMP. ROOFING W/ #15 FELT CLASS A VENTILATION PER VENT Q/ 1/2" COX. PL"rV SHEATHING EA. SIDE OF 6A5LE TO MATCH EXI5TIN6 w TO MATCH EXISTlN6 TOP PLATES FACIA _._._...__..._..., _._M._. NEW =_ 5TUGG0 d; TO MATCH EXISTING FINISH FLOOR fill TOP PLANES NEW -i iTEM%; —.." STUCGQ TO MATCH EXI5TIN6 WEEP SCREED . FINISH FLOOR EXISTING_„/ 5TUGG0 EXI5TIN6 GARAGE EXISTING HOUSE I6'-0" PROP05ED ADDITION I N coo� 1 C-90607 H 1 ro")I A TOP PLATES TOP PLATES ' • FACIA FACIA - ' EX16TINO COMP. ROOFIN6 ' .' , . ' , - ` • .. .. .' • CALIFORNIA FILL NEW . -T STUCCO ' NEW `a TO MATCH EXISTING ___r ITn I I 1 s s s t t i s /Imi t t i s t t i! s t t t s t7 MAeTGi4 FXfST FINISH FLOOR `"` ''`'•.,, EXISTING - i- STUCCO FINISH FLOOR ---�_EXISTIN6 57UGG0 I6'-0" PROPOSED ADDITION EXISTING HOUSE A 7� I U �` pa 1 E E L t' IN SCALE: 1/4" = I'-0" 40 YEARS COMP. ROOFING, W/ #15 FELT CLASS A 0/ 1/2" CVX. PLYlol SHEATHING TO MATCH EXI5TIN6 EXI5TIN6 COMP, ROOFIN6 FINISH FLOO' TOP PLATES `NEA T STUCCO TO MATCH EXI5TIN6 I WEEP SG El"� FINISH FLOOR EXIST. TOP PLANES EXI5TIN6 _ ,=FE11 0 FACIA 7 i EXISTIN6 . STUCCO ?==:tL EXIST. RAISEV FLOOR r FINISH 6RAL E z 40 YEARS COMP. ROOFIN6 W/ #15 FELT CLASS A O/ 1/2" CVX. PL"rNO. SHEATHIN6 TO MATCH EXI5TIN6 6.1. FLASHIN6-----•..._. • s CALIFORNIA FILL EXISTIN6 COMP. ROOFIN6 t ~ �r 12 i 5.5 EXISTING r �,.. �``"�►..,., EXIST. TOP PLAN - _ EXISTING, _ _.. FACIA EX15TI N6 STUCCO 10'-2" EXI5TIN6 HOUSE PROPOSED ADDITION 12'-0" EXI5TIN6 HOUSE A r=1 H cA ow fto�, u B T1* L A 7 1 N FAC € A NEW STUCCO TO MATCH EXI5TIN6 N =� , lcuet� t�m f�-wfq=k2 T rwl L t�\/A--1 SCALE: 1/4" = I'-0" TOP PLATES Tolme 0125 4-- 7w d, 1,; I FINISH FLOOR, NISH 6RAVE EXIST. RAISED REVISIONS DATE BY AFIRST ISSUE 05J12/03 DRAWN G. HOWARD CHECKED DATE 05-12-03 SCALE 1/4" = 1'-0" JOB NO. 2003-0421 SHEET A1111111111112 z � s ex/ aT. z AOXN rf U- UNDER STAIRS 8'-0' CE14 HEIGHT VAULTED z WALL HEATER 'z 55,000 B.T.U. TO SWITCH S.D. UP a ZAP7" WINDOW TO BE REMOVED` A 7 w14 IIN A 1 n SCALE: 1/4" ^ 1 1_O11 W PLYWOOD TREADS OR 2X TREAD PLYWooD susFLOOR a 2x DBL. PLR. JOISTS (2) ® APPROVED HAN6ER (HU414) MIN. SIMPSON ® (5) 2x14 STRINGERS STAIR DETAIL (TOP) (D PLYWOOD (WTR. PROOF) OR 2X TREAD Q 2x4 PLATE ,« PLYWOOD ® 2x14 STRINGERS (3) ® 2x 5LOCKIN6 Q (S) 2x14 STRINGERS %" PLYWOOD TREADS OR 2X TREAD 2x4 P.T.M.S. ® SHOT PINS ® 12" O.G. 5TAIR ��TAIL (50TTOM) HANDRAIL - 56" OT 56" ABOVE NOSING W/ SAFETY PZTURN 4" MAIL MAX. CLR, SPAe1146 OF INTERMEDIATE RAILS HEAD ROOM - V-S" MIN. MIN. WIDTH OF 36" rs_'�5TAIR r;TETAIL5 3 of 40ill 11 WP/691 TYP. EX157"/N� Y / a -do. / i VAULTED LEISEND ELECTRICAL NOTES EXISTING HALL I. ALL AORK SHALL COMPLY BY THE CURRENT N.E.C. - - HALL TO BE REMOVE 2. MAIN SERVICE 19 r=XISTIN6 PANEL - - B. INSTALL UFr=R BAR NEA HALL 4. ALL AIRIN6 SHALL BE ROMEX TYPE S. ALL RECEPTACLES IN KITCHEN, BATH, AND 6A A6E SHALL BE &F I. OUTSIDE RECEPTACLES SHALL B ATHER PROOF 6 LAMPS USED IN LUMINARIES FOR 6ENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT. "I. ATTIC FAU SHALL HAVE L 16HT AND SAI TCH (IF LOCATION IS CHANGED) S. ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE ALARMS, HARD AIRE lAl/ BATTERY BACK UP q. PROVIDE 30"x22" ATTIC ACCESS 10. FANS SHALL 5 AIR CHAN6ES PER HOUR 11. ALL GE I L I N6 FANS SHALL BE INSTALLED TO METAL BOXES OR r=OUAL 12. AIR CONDITIONER CONDENSER UNIT SHALL HAVE DISCONNECT 15. MAKE ARRANGEMENTS IF APPLICABLE FOR--IAIIRE CABLE T.V., TELEPHONE, ALARM, INTERCOM, CENTRAL VAC, ETC. 14. BATHROOM RECEPTACLES OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 15. MIN 2O' UFER 6ROUND AITH BOND TO GAS 4 AATER PIPING. 16. ROOM TO BE HEATED BY EXISTING P.A.U. SYSTEM I't. ALL BEDROOMS SHALL HAVE ARC FAULT CIRCUIT INTERRUPTER OTLETS (AFCU. _21AFAIM-3 I w F _j I/2� 1 1/2" TO 2" t f t N AIL TAIL LEGEND (� EXHAUST FAN -�- GEILINb MOUNT FIXT. (Q RECESSED FIXT. WRLL MOUNT FIXT. �j FLUORESCENT � WPl6FIOUTLET 1'YP. T). I eFC ARC FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET vPHONE JACK 220 OUTLET �D SWITCH !N/ DIMMER SWITCH �Q RECESS LIGHT O DIRECTIONAL RECESS �6FI GROUND FAULT INTERIJPTER � SMOKE ALARM HARD WIRED S.D. WITH 5A1'rERY BACK-UP COMM FANNTR HVAG SUPPLY VENT *6ENERAL LI&HTIN6 PIXTURES IN BATHROOM AND KITCHEN SHALL HAVE LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT. *DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHOULD BE FULLY TEMPERED, LAMINATED SAFETY 6LASS OR APPROVED PLASTIC. *SUITABLE FOR WET LOCATIONS ATTIC VENTILATION 25be 150 = Lot I N 14"x24" &ABLE VENT AREA AT 50 % CLEAR AIR SPACE 2. 0 x1.167 = 2.54 x 50% =1.11 50.FT. () VBNT9x I . l -T = 2.54 . T. 2. 4 > 1.41I = OK. DIMENSION. -THE OPENIN69 FOR DORMER/ 6ABLE VENTS SHALL 5_� COVEREV NITH CORROSION RESISTANT METAL MESH Y41TH 1/4" IN OPENINS? I=AMI N& NOTES 1. ALL LUMBER TO BE D.P. #2 OR BETTER 2. ALL BEAMS TO BE D.F. #I OR BETTER 3. AHERM TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON INTERIOR WALL UNLESS INDICATED OTHERWISE. 4. ALL HARDAARE SHALL BE OF APPROVED TYPE. 5. ROOF SHEATHING SHALL BE 1/2" CDX PLY OR OSB W/ 5d NAILS AT 6/12. '7. FACIA SHALL BE D.F. OR SPRUCE UNLESS NOTED OTH RAISE 8. EAVES, SHALL HAVE SHIP LAP UNLESS NOTED OTHERAISM 41. ALL ROOF OPEN I N6 SHALL HAVE FLASH I N6 10. ALL EXTERIOR MALLS SHALL SE 2X4 STUDS AT I6" O.C. UNLESS NOTED OTHERWISE. ALL PLUM5IN6 HALLS SHALL BE 2X6 STUDS AT I6" O.C. ANY HALL ABOVE 10' SHALL BE 2X6 STUDS AT 16" O.C. ALL INTERIOR HALLS SHALL BE 2X4 STUDS AT 16" O.C. 11. ALL EXPOSED PLYWOOD SHALL BE CCX. 12. FLOOR SHEATHIN6 SHALL 5r= 5/4" T 4 6 PLY GLUED AN17 NAILS IOD 6/12. MIN. 15. DBL ,J015T UNPI!K ALL AALLS OR BLOCK. 14. TAO LAYERS OF GRADE V PAPER SHALL BE APPL I E OVER ALL A00D BASE SHEATHIN6. 15. FOR EACH ENCLOSED (IF ANY) ATTIC SPACE AITH A MAXIMUM VERTICAL HEI6HT 6REATER THEN 30 INCHES, PROVIDE A MINIMUM OF 22x50 INCHES ANTIC ACCESS. F\_. �O%� AZyY �T ii A kAN V-O' CEIL HEI6HT A � I ROOF r► or.>x OR • MIN. SPAN RATIN& 24/0 r Ci (016110 • A15H i 1 / 1 EXISTING LINE OF LOWER LEVEL 40 YEARS COMP. ROOF I N6 A/ # 15 FELT CLASS A 0/ 1/2" CDX. PLYAD. SHEATHIN6 TO MATCH EXISTING 5UILDIN6 LINE SHEET 5141-5u 12'--1" EXISTIN6 HOUSE Ill'-O" PROPOSED > VVITION iO'-2a EXISTIN6 MOUSE NEW �ry A q .�r� Z >H W I.L HV_A (SEE PLAN) r 5PDXY • SPECIAL INSPECTION IS c z "f h (e) aoNT. FOOTING 1-3/4" MIN TYPICAL I'E= SHEAR BOLTS USE 1/2" x '7" SIMPSON BOLT Jet/SET HI&H STRENGTH EPDXY MIN. EMBED = 4 1/4" USE 5/5 x 15 SIMPSON A. BOLT W/SET HIGH STRENGTH EPDXY MIN. EMBED = 10" NOTE: 2 SHEAR BOLTS USE 5/5" x V' SIMPSON BOLT W/SET H16H STRENGTH EPDXY MIN. EMBED = 5"" HOLD-DOWN USE i/5 x la" SIMPSON A. BOLT W/SET HIGH STRENGTH EPDXY MIN. EMBED = 15" Wig 3 1/2" MIN.--, ATTACHMENT FLANGE PRESSURE TREA WOOD Q a NEW - 3 1/2" THICK GONG. SLA I-3 W/#5 BARS 18" O.G. EAAWA°( 2" SAN17 OVER 6 MIL VISOUEEN NEW Np 41 CONC,RVE PAD FT63 ,l EA. AAW i� f A EXIST. GONG PATIO SLAB / [e e 12" FT6. f 1J� NEW yl L — 4 tl �p Ax,4 b A 4 n S a O V 77- 777- Q. 7/A/4::�7 CONCRETE PAO PTO. f W/ 4-•#4 EA. WAY / L V-1 - :, REMAR • UN TION NOT I. CONCRETE SHALL ATTAIN 2500 PSI IN 25 DAYS TYPE R OR 7- CEMENT. 2. ANCHOR 15OLTS SHALL BE 5/5" VIA. X 10" MIN. W/ 2"X2"Xsib" WASHER EMBED. MIN. t/2 AT 48" O.G. U.N.O. AND 12" FROM ALL SPLICES AND CORNERS UNLESS NOTED OTHERWISE. 3. CONCRETE SLAB TO BE 5 1/2" THICK UNLESS NOTED OTHERWISE, OVER SAND 4 V I SOUEEN. 4. BOTTOM PLATES SHALL BE PRESSURE TREATED D.F. S. ALL HOLD DOWN HA WARE SHALL BE IN PLACE PRIOR TO INSPECTION 6. FOR ANCHOR BOLT SPACING AT SHEAR WALLS SEE SHEAR WALL SCHED. '7. SLAB SHALL HAVE EXPANSION JOINTS 6. RESAR INTO FOUNDATION SHALL 5E SECURED W/ EPDXY OR NON -SHRINK 6ROUT. a. ALL HOLD OOIAINS SHALL HAVE 4X4 POSTS ATHER-RESISTIVE „•_ BARRIER R OUIRED TO .. LAP THE WEEP SGREE7 ATTACHMENT PL I46E •s LATH ANO PLASTER wEEP scREEn Ce®NG, b" CMAR TO 6RAM 2" CoLlAfq IDAYM SWAColl EARTH I (74rFICAL) fmAM I N6 NOT 5 1. ALL LUMBER TO BE D.P. #2 OR BETTE 2. ALL SEAMS TO BE D.P. #1 OR BETTE 3. WHERE TRUSSES ARE USEV, TRUSSES SHALL NOT BEAR ON INTERIOR WALL UNLESS INDICATED OTHERWISE. 4. ALL HA WARE SHALL BE OF APPROVED TYPE. 5. ROOF SHEATHING SHALL BE 1/2" C.VX PLY OR 055 W/ ad NAILS AT 6/12. "7. FACIA SHALL BE O.F. OR SPRUCE UNLESS NOTEV OTHERUNISE 5. EAVES SMALL HAVE SHIP LAP UNLESS NOTED OTHERUNISE 41. ALL ROOF OPEN I N6 SHALL HAVE FLASH I N6 10. ALL EXTERIOR WALLS SHALL BE 2X4 STUDS AT I6" O.G. UNLESS NOTED OTHERWISE. ALL PLUM15IN6 WALLS SHALL BE 2X6 5TUD5 AT I6" O.G. ANY WALL ABOVE IO' SHALL BE 2X6 STUDS AT 16" O.C. ALL INTERIOR WALLS SHALL BE 2X4 STUDS AT 16" O.C. II. ALL EXP05ED PLY OD SHALL BE CCX. 12. FLOOR SH ATHIN6 SHALL BE 5/4" T 4 6 PLY 6LUED AND NAILED 100 6/12. MIN. 15. 08L J015T UNDER ALL WALLS OR SL CK. 14. TWO LA %e S OIN (SRAVE D PAPER SHALL BE APPLIEV OVER ALL HOOD BASE SHEATH i N6. 15. POR EACH ENCLOSED (IF ANY) ATTIC SPACE WITH A mAximum VERTICAL HE16HT &REATrER. THEN 30 INCHES, PROVIDE A MINIMUM OF 22xSO INCHES ATTIC ACCESS. 16. STRUTS SHALL BE 2X4 MIN., V-O" LONG. MAX. AND NOT LESS THAN 45 DEGREES FROM THE HORIZONTAL.(IF PPLICAI51-). �-3S A/0 rh79 LUMBER:. r, THICKER SHALL 5TUVS MAYit BLOCK• :. i1D A BEAMS SHALL B INSPECTORPROVIVE 01= INSPECTION"O ' PLYIN6 IN/ ANSIIAITC 517P A1410.1. FROVIVE BEAMS NO CAMBER OR STV CAMBER, ACCEPTABLE IOLYV400P SHALLr r 25-2 PERSIMPSON OR 25-5 SEE PLAN FOR THICKNESS/TYP ALL NAILIN6 SHALL • _ `-1 SEE ALSO EXCERPTS ANCHOR BOSHALL HAVE MIN i To ra `:CONC. SHEARNON - ONLY) SHALL :. :►i CONCRETE SHALL +i. • • PSI MIN. C. .U. SHALL BE SOLIV R I A. LL BE 2000 I I� 'SI MIN. !� r ' "" SHALL BE ' i► ♦I LAP BARS I CONTIN. IN Z� CORNERS Or- f=Td7S r - ✓ � ♦ �ONN 150LTS SHALL wr -- PRIOR I r—OUNVATION INSPECTION. 2X5 R. RAFT. 0 lbw .G. -- 2x 5LOGKIN6 FASC I A DBL. 2X TOP PLANES n- adwl"<8oL— m+/ 6! — 1 --w JOIST TO SILL OR GIRDER, TOENAIL 3-6d BRIDGING TO JOIST, TOENAIL EA END 2-Sd SOLE PLATE TO JOIST OR eLKG TYP FACE NAIL I(od AT 16" OC SOLE PLATE TO JOIST OR BLKG AT eRACED WALL PANELS 3-1(od PER I(o" TOE' PLATE TO 5TUD END NAIL 2-I&D STUD TO SOLE PLATE 2-1(od END NAIL OR 4-6d TOE NAIL DOU5LE 5TUD5 FACE NAIL I(od AT 24" OC DOUBLE TOP PLATE TYP FACE NAIL I(odATIro"OC DOUBLE TOP PLATE LAP SPLICES S-Irod 5LOCKING AT JOI5T5/RAFTER5 TOE NAIL 2-6d TOP PLATES LAP AND INTERSECTIONS 2-1(od FACE NAIL CEILING JOISTS TO TOP PLATE TOE NAIL 3-6d CONTINUOUS HEADER TO STUD TOENAIL 4-6d CEILING JOISTS LAP OVER PARTITIONS FACE NAIL 3-Irod CEILING JOISTS TO PARALLEL RAFTERS FACE AIL 3-I&D wwakiN � wirlolliuff- 40 YEARS COMP. ROOFING W/ #15 FELT CLASS A O/ 1/2" CDX. PL.YWD. SHEATHING TO MATCH EXISTING TO MATCH EXISTING fll%l%%wj__l%o'll% 4.~&— r '7-%" MIN EMBED 46" MAX OCo UNO DRAWN 0. HOWARD CHECKED DATE 05-12-03 SCALE 1 /4" = 1'-0* JOB NO. 2003-0421 SHEET NAILIN(S S M DUL 4X4 FLAT FINGER @ 24" 0/C. NOTCH 1. joist to sill or gtrder,toepall 3- ad _..... ...._. INTO RAFTER & NAIL 1n1 / / n \ i r_ ..i n r-Ati I 2. bridging to joist, toenail each end 2- ad 2X B:LKG @ 48" 3. 1" x 6" subf loor or loss to each joist, face nail 2- ad (2)-16d/ B LK) G. --� 11 11 / 'r 4. widor than i x 6 sub floor to each joist, face nail 3- ad 5. 2" subfioor to joist or girder, blind 4 face nail 2- t6d 6. sole plate to joist or blocking, typical face palling solo Plate to olst or blocking 16d ® 16" o.c. 3-16d per 16" 'I. top plate to stud, end nailing 2- 16d 6. stud to sole plate 4- ad, toenail or 2- 16d, end nail a. dbi. stud, face nail 16d ® 24" o.c. 10. dbi. top plates, typ. face nail dbi. top Plate, IOP s lice 16d 0 16" ox" JOIST 6- l6d II. blocking between joist or rafters to top plates, toenail 3- ad 12. rim joist to top plate, toenail ad @ 16" o.c. IS. top plates, laps 3 intersections, face nail 2- 16d 14. cont. header, two places Ibd a 16" o.c. along each side 15. coiling joist to plate, toenail 3- ad I&. cont. header to stud, toenail 4- ad I'1. ceiling joist laps over partition, face nail 3- 16d 16. coiling joist to parallel rafters, face nail 3- i6d 19. rafter to plate, toenail 3- ad 20. 1" brace to each stud4 plate, face nail 2- ad 21. 1" x 6" sheathing or loss to each bearing, face nail 2- ad 22. wldor than I" x 6" sheathing or loss to each boaring, face nail 3- ad 25. built-up corner studs 16d ® 24" o.c. 24. built-up girder 3 boams 20d s 52" o.c. ® top 4 bott. $ staggered 2- 20d ® ends 4 ® each s lico 25. 2" planks 2- 16d a each bearing 26. mood structural panels '$ particleboard subfloor 4 wall sheathing ( to framing) i"* loss bds "- " bd4 or bd $ 1. common or box nails Maw be used except ad s where otherwlse stated' 2. nails spaced 0 6"' O.G. 0 edge$, 12" exce t 6" ® all supports where spans 4 lod or ads are 46" or more. combination subfloor- undorlayment (to framing) for nailing of wood structural panel 4 particle „ bds board diaphrams 4 shearwalls refer to sections 2515.5.5 2315.4 nails for wall sheathing may 4 legs be common. �11 _ill G/ bds 5. common or deformed shank. lod4 or bds 4. common 5. deformed shank 21. panel siding ( to framing) 6. corrosion -resistant sidin or casingnails L bd6 conforming to the requirements of Section 2504.5. "7. fasteners Spaced 5" 6.c. (@ exterior edges , bdb $ 6" o Intel-medlate supports. 8. corrosion -resistant roofing nails w/ 7/16" dia. head 4 1-1/2" legnth for 1/2" sheathing 4 1-5/4" 25. fiberboard sheathing legnth for 25/52" Sheathing, comforming to the No. it o.& requirements of section 2 04.5. 2" bd4 41. corrosion -resistant staples w/ nominal "7/16" crown No 16 ga.1 No. 11 a. 4 1-1/6" legnth for 1/2" sheathing 4 1-1/2" ad legnth for 25/52" sheathing comforming to the No. !6 a 0 requirements of section 204.5. 2Q. interior paneling 10. panel supports o 16". casing or finish nails spaced 6" On pane( edges, 12" ® intermediate supports " 4d �® 11. panel supports ® 24". casing or finish nails spaced 6" H ad on panel edges, 12" o intermediate supports SHEAR WALL_ SCHEDULE (PER 2001 UBC) MARK WALL TYPE & NAIL SPACING (COMMON OR GALV. BOX) ALLOWABLE ANCHOR BOLTS UPPER FLOOR A35 SPACING SHEAR, PLF (7" MIN. INTO CONCRETE) SILL NAILING 7/8" STUCCO OVER PAPER BACKED LATH W/ 1 1 GA. 180 5/8" @ 72" 16d @ 8" 40" X 1.5 GALV. NAIL @ 6" O.C. AT TOP AND BOTTOM $ PLATES, EDGE OF WALL AND IN FIELD SEE NOTE #3 BELOW 3/8" CDX PLYWOOD W/ 8d NAILS @ 6" O.C. @ 260 5/8" @ 54" 16d @ 6" 24" EDGES AND @ 12" O.C. iN FIELD. (* 320) (* 5/8" @ 32") <--DBL. SIDED (* 16d @ 3") SEE NOTE #5 BELOW 3/8" CDX PLYWOOD W/ 8d NAILS @ 4" O.C. @ 380 5/8" @ 46" 16d @ 4" 18" EDGES AND @ 12" O.C. IN FIELD. (* 760) (* 5/8" @ 32") <--DBL. SIDED (* 16d @ 2") 10 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 3/8)f CDX PLYWOOD W/ 8d NAILS @ 3-O.C. @ 490 5/8f9 @ 34" 16d @ 3.5" 141f EDGES AND @ 12" O.C. IN FIELD. {* 980) {* 5/8" @ 16") <--DBL. SIDED (* 2-16d @ 3.5") 11 USE 3" WiDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 15/32" STRUCT. I PLYWOOD W/ 8d NAILS @ 3" 550 5/8" @ 32" 16d @ 2.5" 12" O.C. @ EDGES AND @ 12" O.C. IN FIELD. (* 1100) (* 5/8" @ 16") <--DBL. SIDED (* 2-16d @ 2.5") 12 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 3/8" CDX PLYWOOD W/ 8d NAILS @ 2" O.C. @ 640 5/8" @ 26" 16d @ 2.5" 22" BOTH SIDES EDGES AND @ 12" O.C. IN FIELD. (* 1.280) (* 5/8" @ 13") <--DBL. SIDED (* 2-16d @ 2.5") 13 USE 3" WiDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 15/32" STRUCT. I PLYWOOD W/ 8d NAILS G 2" 730 5/8" 0 24" 16d 0 2" 19" BOTH SIDES O.C. @ EDGES AND @ 12" O.C. IN FIELD. (* 1460) (* 5/8" @ 12") <--DBL. SIDED (* 2-16d 0 2") 14 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. 15/32" STRUCT. I PLYWOOD W/ 1 Od NAILS @ 2" 870 5/8" @ 16" * 2-16d @ 3.5") 16" BOTH SIDES O.C. @ EDGES AND @ 12" O.C. IN FIELD. (* 1740) (* 3/4" @ 12") <---DBL. SIDED �* 2-16d @ 2") 15 USE 3" WIDE FRAMING MEMBER AT ADJOINING PANEL EDGES AND SINGLE 3" SILL PLATE. NOTES: 1. (* --- ) iN THE TABLE DESIGNATES THAT SHEAR WALL SHEATHING IS TO BE APPLIED ON BOTH FACES OF THE WALL. 2. ALL PLYWOOD EDGES MUST BE BLOCKED W 2X SOILD BLOCKING. FIELD NAILING SHALL BE 12" O.C. FOR STUDS SPACED AT 16" O.C. AND 6" O.C. OTHERWISE. 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL. 4. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 PLF, FOUNDATION SILL PLATE AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3-INCHE NOMINAL MEMBER. NAILS SHALL BE STAGGERED. 5. WHERE PLYWOOD IS APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. ALL CONTINUOUS EXTERIOR FOOTING SHALL HAVE 5/8" X 10" A.B. @ 6' O.C. FOR MONOLITHIC POUR CONCRETE SYSTEM AND 5/8" X 15" A.B. FOR NON -MONOLITHIC POUR CONCRETE SYSTEM UNLESS AT SHEAR WALL PANEL WHERE ANCHOR BOLTS SHALL BE INSTALLED PER SHEAR WALL SCHEDULE. 7. ALL INTERIOR BEARING AND NON -BEARING FOOTING'S SHALL HAVE 7/32" SHOT PINS @ 32" O.C. & 48" O.C. RESPECTIVELY. 8. ALL ANCHOR BOLTS SHALL HAVE PLATE WASHERS A MiNIMUM OF 2" X 2" X 3/16" THICK. ! i WCONT 6MSTBOTH SIM-5 FLOOR SCALE: 1/4" = I'-01" 4'-0" MIN. J# W-O" MIN. 'JOINT JOINT PLATE sly d NUMBSR OF NAILS SM 56HIEV. I 71Z d e6"(3x6 P�ITI!s, e6" MIN. 0 • EXISTiN6 LINE OF LOMR LEVEL A55 @ 16" O.G. At, 7. S , STUDS PER PLAN PLATE SN 2x BLKG W/ EN "A35" PER PLANS BN//-FLOOR JOISTS 1-0 A55 o I6" O.G. SILL 16d ® 12" O.G. SILL i&d ®I " O.G. ROOF DECK - TYP. D-� 1/2" G X O 055 W/ It IL MIN. SPAN ATING 4/ PULL HEl6HT 'f 4X nF#I HDR - ., ®rA�`�N � . XIt O N m O is -� J tf1 U_ Q � X �d At 2XI®_ R106E�- 4 - \j 4X4 a c� X x HDR ®v ln: H�HANPFRAII) Ci t`I It�`- SCALE: 1/4" w I'-0" A55 @ 161" O.G. G 1�s2 16d'S @ 4" O/C EN ?4RAMIN& NOfT' S (E) FRAMING W/ __- 1. ALL LUMBER TO BE D.F. #2 OR BETTER HANGERS ``\ 2. ALL BEAMS TO BE D.F. #1 OR BETTER �'' `"' TOP PLATES 3 • WHE TRUSSES ARE USED, TRUSSES SHALL NOT BEAR ON 2X BLK'G. W/ ®° SPLICE PER SCHED INTERIOR WALL UNLESS INDICATED OTHERWISE. (2)-3/8" LAGS EN i' 4. ALL HARDWARE SHALL BE OP APPROVED TYPE. 4 LONG PER - S. ROOF SHEATHING SHALL BE 1/2" CDX PLY OR OSB BLOCK W/ ad NAILS AT 6/12. 't. FACIA SHALL BE r7.1=. OR SPRUCE UNLESS NOTED OTHERRNISE 8. EAVES SHALL HA\/E SHIP LAP UNLESS NOTED OTHERN"11SE ci . ALL ROOF OPENING SHALL HAVE FLASHING CDX PLYWOOD W/ 8d NAiLS 10. ALL EXTERIOR WALLS SHALL BE 2X4 STUDS AT 161" O.G. ,6',12 BLOCKED OF STRAP UNLESS NOTED OTHERINISE. ALL PLUMBING WALLS SHALL BE EQUAL EQUAL 2X6 STUDS AT 16" O.G. ANY WALL ABOVE IO' SHALL BE 2X6 STUDS AT 16" O.G. I ALL INTERIOR WALLS SHALL BE 2X4 STUDS AT 161' O.G. BEAM 11. ALL EXPOSED PLYY400D SHALL BE C.C.X. 12. FLOOR SHEATHING SHALL BE 3/4" T 4 G PLY GLUED AND NAILED STRAP PER PLAN I°D 6/12. MIN. 15. 05L JOIST UNDER ALL AALLS OR BLOCK. 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL V400P BASE SHEATHING. 15, FOR EACH ENCLOSED IF ANY) ATTiC SPACE Y41TH A MAXIMUM VERTICAL HEIGHT GREATER THEN 50 INCHES, PROVIDE A MINIMUM OF 22X30 INCHES ATTIC. ACCESS. 16. STRUTS SHALL BE 2X4 MIN., 51-0" LONG. MAX. AND NOT LESS THAN 45 VE6 ES FROM THE HORIZONTAL.(IF APPLICABLE). ��) A/. T. S, JOINT ✓" 1 1/211 BOLTS Sw scHM. PLATESTOP DBL STUD TYP UON ON PLAN NO. NAILS I II OR 5OLTS .. SIDE OF JOINT 14 a ,. 4w • :.:. L EXISTING WALL WALL TO SM REMONIEV NEW WALL a n ' a& i. � *3 t X Y 0 I UJ 0 o 5 r/ N PIN U. Z UJ (� 0 L1W N > N C) �eawe s -- 0 d V t' 2 0 01) W.� � �. Qv < d ANN., 06 o U w (y) a� r U a� �o CL DRAWN G. HOWARD CHECKED DATE 05-12-03 SCALE 1 /4" = 1'-0* JOB NO. 2003-0421 . . �.. � Certificate of Compliance: Residential (Part 1 of 2) CF-1 R .•-mon-a-mg. I ------ - 1. : Certificate, •of Compliance: Residential I . I (Part 2 of 2) CF-1 R .1 I VELEZ DENCE Project I We 6120/2003 � - � I , 11 I - J VELEZ RESIDENCE 612012003 Date I 1 i ? � � , - - mojdcTnue - Date 1613 W SANT CLARA AVE SANTA ANA . - ,� , . ; Frdj-e-cT Address Al Aguirre & Associates Building Pirmif"# . (909) 684-4222 __ � I . � I HVAC SYSTEMS Nate: Input Hydrants or Combined Hydronic, data under � Distribution I Water Heating Systems, except Design Heating Load. I Documen=on A-0-Mor Computer Performance Fian eneck I Date I feiep-D-hone ___ � I I . . � �_ R I D_ 8 Fiiild'Uhec aYe Heating Equipment Minimum Type (furnace, heat Efficiency Type and Location ,Duct or Piping Thermostat Location / . I 1 1 � . I � Compliance Method (package or Computer) . climate 25-ne7- ` Enforcement Agency Use Onik I I pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments ' GENERAL INFORMATION I w I I I I p I Central Furnace_ 80% AFUE I Ducts in Attic -4.2 Setback ADDITION Total Conditioned Floor Area: � I I . � I 558 f? Average Ceiling Height-' 8.0 ft � I - I _ Total Conditioned Slab Area: I . 272 f? I Building Type: I I I . I . - , (check one or more) I . I I . Cooling Equipment Minimum Duct I I I � ZSingle Family Detached X Addition Type (air. conditioner, EfficiencyLocation Duct . Thermostat Location / [] Single Family Attached I I I I I I . I I � I Fj Existing Building I . . � 1 I I � I I heat pump, evap. coding) -(SEE ) � I I p, . . (attic, etc.) I � R-Value Type Comments nMulti-Family I I I FExisting Plus Addition I� I I I I I � 'I � I Spl�it Air Conditioner 10.5-SEER I � Ducts in Attic 4.2 I Setback ADDrrI0N I I I I Front Orientation: . (No�d) Floor Co�nstrucfion Type: Slab Floor I I I I I I . I . � . . - I I . . I Number oIf. Dwelling Units: - .I ,� ,I , 1.00 -_ . I , , - , "L , Number of St6nies: �", 'I 2 Raised Floor ' I I !' `r-_-",-.��, .;I.*�-_",_-.,�"', ; �""..,'�, . I I I . I � .I I 11._. . . I I ,S. WATER HEATINGYTEMS I I I Rated .. . Tank Energy Fact. Extenal . I .� I I BUILDING SHELL INSULATION . I 11 I .. . 11 Water Heater WaterHeater . L%&__ Kf�.aft� Tttma Distribution # in Tuna Q-t Input Rhithr � Cap. or Recovey Standby Innil Fffin-iprrw toss (%) Tank Insul. I R-alue I ' orgreater "it :atxne enu4i'v: ty 4V,#"W.._------; I .-- ,_�__.^A^f-^1r,nA I - - '_� � 1* erVEL �,,,','_;�"r,_-�',�.. Page:5 Of III EZ, .'_ , , I � I I , , I., I I I . I I � � I I . I I I I I 11111111111111111 I I I . . I � � I I I I I I - . � - - - - - - - _.. - , - - - -_ - : :I I . I � varied i,.�:s1in1Iia1. 1"the, ctn- I shading feature that �I i,s�I 6. i� 11 ..$IP:ec7al'Features/I RI�e� .i-la,"�1,1 rk-, d1:_ I Designer .or Owner'*(perpu�ines &Prdfesslons Code) ocumenion Author I I , , ta,, t _ .d.. ., i*.1;-� �t,e: 1_l Name: _s' ,::s'. I I Name, ALAGUIRRE, I � . � . & 7l-i"1�--�,,,1" t1,-"�' �,�,�*r.. : m,i,,-: A,�,.OC_":I1, T1E,I1S: l�"_"1,,"1-,� ,o� I.I & l AA l��-',�,,�e,",,�,1,,/",.r�F,il,r�r� u;�,:ir g,.A,�s-,,,�� s,�,� i1"' l'-1 ,-,-H,I:..��.R- 26�,jtMAXY DRIVE I . A 8 re 1222 KansaszAvenue, Sulte DAddress ,, I� ,�I,,1n,1,i4e,,,,':1.:-" ' � `, MpRtqQ,VALLEY, CA 92561 rsidq, A Rive2607 I I 1I I I � '1I ' 1. 14, , tele,hbn4:I247r$qq6-l': 1 ,,. . I Telephone 909) 684222 c_,1.,,�,1_1�II Io:I11 ,1.I I .�." ".io �.A 1c`O� ,i ,e../ .ate:s �l,rI� ,r-'��;0e,1.II �1�I1 . , I �' .I� . � (date , I , nature)-; ) �;.��:�i��:�, , (r,10 ,:: , , ,1(date) I � � trife) I- I _ ., �� "(090a , , , ..... � - 1 � . , .1 .1 :',', I I . )rceirne I � I --Ei* Igem , , I I i� ',.., � " - I : - � ., r .... . , . , i� .', - , 1.1-1-11111" `,� , , � --l", I Na'm '1 11-P; I I ,:,_ ffi.:���,itIm T R�I,�'-C: . � .'l.,- Addeess Telephone: .1 I . 1 , 1� 0904iiM5) . � RunInitiation'Time: 0612010314.14:Run Code: 1063466260 �I I : � , .I �I w ,I II II , - r � I F �, � - ", 4p��yPro 3.1 By Energy6oft : Use Nmber'3162 - , : I 1 11 r .1 I -I : : "-I:I-, .I ,I -,--. , I ,��""-, 11,,,,,,,,A,�� l. � , .. I . :,,,,,-Job Num6sr,VELEZ ,�� I I I ,P * I I - i_: , , age.4, of I � ' 1, 11 I , . � � _,,� i: , _ ;. o, , " : ' I . � I I . � -�, I 1 7'..".. , -, I I , . I I � , I . I - - - 1,_ , � I 1, , I S I 1. . , 11 I � � � , - �, , , ` � , I . , I r I � �, r , I I . - , . I I , , , . , 1 " , I I I I 11 . I : , , , - - I . I I � � I I � I I , I I � . . I : I , : I , : " ;1 , '"� �, , , �,2, - ,� : � I , ; , .� i �, � I- . . :1, �i , , , - � , -::,. : � : , '. ;,, , , , I I Sum; mo1.',_ , tI" - ' - . I I � � �1 , I 1, I - "' ; - : , � , � , � . � � I I . I I � . � I I I ' : , .' '. I ", " : �L " I ! � I ' � ' �� r � , , I I � - I I I I � , " , , � I ,� I I I . , : I , � , I � aI I 02�I 1 . . L 1 :I3—.)'I.' :,I- (P,� o1"�,�. 1:.. . 7".11�11,1I-: VELE RESIDENCE 1 I1I I 1' lI 5/26/200 . . ;.I I .I. "M, �maIi -,,et, �hId� I roeP-,1 1.III : a - r r_'.1t �f';�:I , i; I 11 ! _ , I , , . 1. , I i �. I � , � �' : ,� � . �":, MT�Cll - , ��,.�� 1513' ' ' IRA� E�--ISAN � � ANA , � , , - ... rose ,C;1-��, 1.re§�',' '. ,,-� ' , , , , '1.1 11 I � 11 �� Ssoc � . , I , - , Ii- _0 � 11� `0 "(0 - Z' , 11 11 � W - , . " , -' 2' , .�,,� SO , .r ,_, 511,1� .i � _,-&A" - _4"", Al A '' � , ,� , , _ - iates'' 1, ..,_, , . G. 4 -2 � - � - , , '1�,:,, I ,,i,*,� , - * , , , I " - - , - , I -bacumen -, ,�'��,'�'�,-,�",-"-,--��,,��-."�",-"'��-,','�,,,:�*",�,,,,�,��,",�'-,,,�i,'-�,�,�,,�,��,,:"."�.,� 1.�, :�: - � � ,il'il, .ii - 0,11", � I , 11 I , :� " 1� ' I-eipp I I _,- �4"Pr`,'�;��.",f, �.,--,;-,,,,",-r.""���:�",,,�i�',,,'�,"":�",����,-�,,,�,-�,'11.1 11, ', 11 �;�� " n, Fill I , , _ � .... .. ��i - , I � ` ; - " , . : I .- �: r ,, �� ' � , , ' ' '� , , � , , I � '. I , � -, � ,--�:' � __ '1� '_, , �1,1, ' � T - tj � , ,�', � , I , ", , , "i , � : � I �: , . .1 , q . ,� .1 I , � - . " 1. I �: ,�� I � I . � �, � . , ., " � , " _ 1,1 11 , � �, I : � �. I , - : ;, , , , � , - I � I �, I 0, , i � , �, , � , , , . _ , , , � r I 1� - - . , Com 0, ff,omiance Wma , , '' MAV I'll .- I . I 7 I I I "I .: 11 I .S.-tag"ar9l I , inuilaing I It .1 '��-",.,.".,�,,",:�,,,-,; ,;. � , I , '." I _ . 1 . ckluatel;�111,!.'."� ,an ,. * , , I n111111 - 11n, , ljlqt �,, " , U011IF110 I 1'%Awfflto , ,!t!.!�W� 1, , "� ,,,I,, , , ,_ � ys� - , I _1" � I I I - __ I ,_._ I I �!!F. , * 1� ,-'";-'U �:, I 11 " - '1� Ista- � 1. '_i;1':_';-1'i,'1 �1_ _, P - , �, !�� � �` I � . ',�'iii "I'll " �'L"���""�:��-:�'�,�,",-,',,�",.',,�',',,�,,'�',.�','��,:,-,,,� - ': ' `rd` " , , , . , , .,, -, I , � - I , I �` 1 " � - mp tanc,e,,�,,,.-,--'�,�i�-,--��',","""r�""', :,:, � , �,, � - I Standard :, """, roposed.,: Co, I— "' I'll - -:` �;� -.�. � I , , , " ��_ 1, �1 Y�: 11 I ��,f�,,�'�,--�,,':,--.��.,'�"."��.",, i,-, , . ,.. , �� I _� , ,_' , , - Sourc6l' " Fg, : ; 'I 51; , I � - 11 , " . i 11 _.__ 1� - I'll ,, ' "I""L, , 00sign-:�,�._ , ,,,: ,,.T,��-''_r, , 'i,,i� ,Design- , �-,�'_ .: _ I :' _ ��,a - _:,"_ �. I - � I I , � � - "" I I �_P,:�i_, "":: ' (kBtul �, 11� ,� �, .';,1' - I Irg., - 1 11 1, I I 1r,i '_ ri, .i�i",;-,-�.,�- . . ...... , , : M in:�" - . 1.� , """i-, -�;�:_I*ii, "", � -, �;",;,�i�,�: I - 1�1, � "I , ,;,. r - 11 �, I � 11 , I I r � , I .1,,�,-,,:;,` ,. I I . , r: �' :, I . :,; i , , . 'rr".. �',',''__,�'__ - - - I I _' r , , ,,'r , �:��",� '' � I �,'';,i, :� _, , ' ' Space Hea'tj fiq,:�, � : , V_1. :.��i,�, ="�'. ��,�_,";,��,,�_ .1 .1 ._ � :, ,.":,��,.��:�.�,-,�'.,��:,`�,,'.', ,. 1, - _ � " , r ' .. , " , "__"-,� "_,:r - , :� I .- _ 1 72:�'i; .,,r,.:::�1"1' "�"'r."*';'�," , � "r, 4'. r 1.16 , _;.��.�',:��r� _', - ,,3.'51'-,"-:',"",,�-,."-.�,,-.�,",-�,,"",",��,�,,��,��""r,,,:'��, I , . � r , - - ' :r,_ r I , , " r - 1* .. ....... _r, .1, 1i ,, 0 r,",_ I r "I", .. , �� 11 , ' I— " � . i Space, Coo in .11 4 r _,;.r, 1. , r: � I I _,, ,.�r, ,,.r. - - _ ,."I, � r'; �.. , � r �:�':��`,'-�" 1� I , � 127 ,j 'r `:r' ,. r � � f,, 1. � I r r 4.16F9 0 28', I I I I , i,�",,".' �, �,,,,,,'�-,,,'r.�'�,,'r...,�l,�� .r . � , r I I , 1� :f� r � I � I � I ', I r I I I , r r I I 1. I'll _ I . . 3,91 � I , - "' , " _ ,' r, I , "' '"' ::,��,�,.,.,.:�,,:'.:'��';'. �,:ri�'.% Ir I _ .*I- "'', I-- , , ;',,:r , 1 r, 'r'�' _' , 11 I 1�1`i_,�-111-1l , _� . 11� 1, *'-'_. '' � y r � I : .11 - � -l" I I I ' I , " , I .,: , , . 1� � ii:111 I 0, e , 11W , , . I-' I I I � '.. I ' - I � r 1: � . , I c� � 11-11 � ;, � -,- atpr � �' �:;, - ' , Domesti ':Hot � � " I , , , , �, - f�? ' . , - I , ''.. _'. , 0.00 - ,_, "r- r, ' r r 0. Q:",�, �,,,i,'.,� " .. �, 1';,i I :� r r �, I , , ., : " , " .:� - � � - , . � I I . I I � I 0 .00 I r I . I , _ � - i: I I r - , A'' - - . _ I I � 1 �, .,: � I . .. I T6 fi � � � s�,; _,�. I � ,, . " , I 1 "'�;r,"_ -�il��'_::,-'. --- I -1-. � : , , - ,.''," _:, r 9 �",-��; - _ , �r '' , , - I . ''. �� , ,,,, ", � � . �_ I ,1 r, , " '' :1 �!� : i, �. - 15.62 3. o, � i� I . :"I wl : 11.: , , I r. r. r - I 8 , . I—- . �,; ": �, � I , i �.: - � I .. ,,,:: r I (; � � 11 ir ,, 1,1. " -I: I i,'� . I'll I � I . 1 . I 11, I I ".. � no, �, 1, I ,: ' - I ,.--".-,�� �� �':�'�, r r. ,,� � I �F.5_ �. ..,���l�I'�� � L _ ',�, - : ,`�'.,,` � I _ UVILUING .-:�_-', , : r I r n� re F-110 C r.: a"_,� CI o,, d�d'� 658 I , I � oI 6 StablabIrI . Ir rr II I I T,Y ,F�: ,r 'I IIII loroI r F. rI trr-. nIII u"� c t'I.I' Buildng1YP0:,5thg FaiDetached Is . I II - , ERaised Floor rI r . � I1..o Building Front `fl'onjanon: 11 . - � II. r r �..r- r1 .I r_10�1r 11Numbetr � Weln9:unlft: .d:i..,It,r,_,�Ir � 6 �C.�IoI Total Conditioneddlunle:4I4"_ II I � II I .1I- .o. .. Nui000rof Stories:--_ , i rI �I � I"I� I SlabfloorArea..27Z 1I I � . - . BUILDINGZONE�INFR%ION I r # Of ;Jheostat Vent Zone Name, Fl orea _ Volume .r � Units ZoneTYType:Type Hgt. Area ADDITION W -_"III iO1....11�I;1.Ip � 1.00 'Codidoned: Setback 8 Na '. , * " , * 4 olar��.K�M- - � , ,r �c.n .� OPAQUESURFACES A r�Qans4, I , . �- � �II Type Area l0 AZn. ' Forn o�, aI. r ments I II � � ReferenceiltioI. Com. 3 Roof 0 0.034 :0'22 - Roof FIRST FLOOR Wall 0 '088 _ ' 0 ---. 90 R-13 Wall A.13.2x4.16) 'FIRSTFLOOR . , I Wall 0r0.0$$ 90 90 ,r.: -13 Wall &.13.2x41§), I ..I FIRST FLOOR I I Wall 116 0.098,180, : go , " 1-13 Wall &.1 -- .2X416) , FIRST FLOOR I Wall 89 O.088'V0 :-go I�_ R-13 Wall &AUX4.16) t'I I". FIRST FLOOR r '.", wall 136 0'088, - 0 ,90 =r R-13 Wall �I 1120.1§, :," SECOND FLOOR - I I ',�� Wall 128 0.088 W' 90 R-13 Wall ! ,13.416) � SECOND FLOOR Wall 1080.088-180 90 R-13 Wall &.13.2x4.16) SECOND FLOOR � Wall IOSr0.0 95 R-13 Wall&.13. 1§; SECOND FLOOR I r I I I 'Roof 286 O� .0r:r 3I 4:"'� o I - 2r 2 � . � �- - , I � 16) I :, > 1 SECOI ND FLOOR r I I I r r r . I . I I . I '": I I I Time: 06/20103 14:14:10Run ',r': Code: 1063466260 . . - . I r :uinitiation I I I r ._n1e1rgyP10 3.1 By EnergySoft , I I U,- seruber 3162 � Job Number. VELEZI 11 r Page:6 of 11 : I . r r I I . - I � I '__1,,, ---- � � I NNNOMON10 I IN i N&Nwmk.b."� 11 I r 1 I I 11. I .. 111 1111111I'1�11�1111� I I r . � . 1. r, I . r - ", r "� r' , : 1'' � r�' . ' 'rr , . _--�� . :__.. .1 11 _ , .1. I I I r I r r I I - I 0',: r � I I . . . r' I I I ---- I � 111111111111111111111111111111111111 I I . 11 � I I I I I r I I � r . � I I I - I I r r 0 . LU � ! ve I () 0 lir W 0 0 W > X qq I W J) go (D 111 dkA.9 z U; a it �= IL 3: 4 � M a I � I 11 I r I II co U 1; I I I � C C r 1. .. I , r I I I � I r � . 11 , , , r , AN a I I I I r . I r , r r I I r � . N Z W a a) Ill <0 N� Lij N �. > 0 N S. 0) < (0 Q 0 00 W +j r L. C (0 : <• I' 0 0 :2 M C U) 4-�- a a a f rl Q 0) U.j W U_ �0 0 :2 < 06 � (0 -0 0 0 �. 1 1 1 cl) C (0 0 UL.j +_4 C 00 ^ Vw" 4) V .� Lr) U) = 0 0 '. 0 (V 0 L_ 0- I ' r _ DRAWN I G. HOWARD I CHECKED . I DATE 05-12-03 1 1 SCALE . 1 1/4', = 1'-O" JOB NO. 2003-0421 1 SHEET E�C ,i " 41 STUDS (SEE PLAN) 1/2' CDX PLYWOOD STUDS PLYWD. SUBFLOOR W/8d 6 /6/10 (SEE PLAN) STUD WALL (SEE PLAN) N OVER FLOOR JOIST I'_ —ROOF DECK PLYWD. SUER (SEE PLAN) A.B. (SEE PLAN) ' RAFTERS R. OVER Fl,'l,, W JOIST 3 1/2- CONC. SLAB P.T.M.S, (SEE PLAN) EN(SFF-eAAN) SILL P.T.M.S. ... ....... PLAN) 3 L. 1/2- CONC. SLAB [MATCH WALL BELOW] GABLE END FIN. FLR. A35 12' 0,C, CEIL. JOIST vi uj SUBGR'D. Ei C*4 SU R'D. R . Iap •#4 BARS ®TOP & BOTI% EN _A 1k \\—TOP PLATES t;,,t SHEARWALL 151, Tw $Tcw 12" ONE STORY SEE PLAN STORY 15"TWO STORY STUDS (SEE PLAN) PLYWD. SUBFLOOR OVER FLOOR JOIST BN STUD WALL (SEE PLAN) (SEE PLAN) STUD WALL (SEE PLAN) 12X] VERT ES OF CORD PLAN) A.B. (SEE A.B (SEE PLAN) BN SILL P.T.M.S. t;VNL;. Z Z) P.T.M.S. (SEE PLAN) SEE PLAN) 3 1/2- CONC. SLAB P.T.M.S. (SEE PLAN) R. RAFTER SHAPED BLKG EN AK I— IZ CORD VERT MATCH WALL 7� BELOW FIN GRADE t IN, r c SN CC— z to; >oz 0 SN N I ll .1 a 1 15 2X BLKG —PLYWOOD ui SUBGR w ITT 04 v- 4 BARS 0 TOP & BOTT. co 04 t7m #4 BARS 0 TOP & BOTT. JOIST x ir 7. ------- EN ILI -�TOP PLATES it SPLICE PER SCHED CEIL, JOIST IV TW STORY 1w $Xw 0 v- 12" ONE STORY --BEAM WHERE 12" ONE STORY OCCURS -[411[ 611 /411[ SECTION X-X 1211 -STOW I N11 STUDS (SEE PLAN) PLYWD. SUBFLOOR SILL P.T.M.S. STUDS PER PLAN OVER FLOOR JOIST (SEE PLAN) STUD WALL (SEE PLAN PLATE A.B. (SEE PLAN) -+-��POST (SEE PLAN) P.T.M.S. (SEE. BN TO BLK'G 2X BLKG 3 1/2-tONC. S SN L LAB rwaSIMPSON All HOR FLOOR JST. (SEE PLAN) (SEE PUN 0. BN 6" STEM EN IN FIN. PLR. SUBGR'D. SUBGR`D. o>:: WE 2X RIM JST. cn PER SCHED. uj A 350 (SEE PLAN) 4s, 4 PAD FOOTING BARS* & BOM TOP PLATES SM PLAN SPLICE PER SCHED. (all A" 151, 1w $TO. e4l' 12* ONE STORY 12110NF_ STORY 15*TW0 STORY AVft STUDS .11 . . . . . . . . . (SEE PLAN) PLYWD. SUBFLOOR OVER FLOOR JOIST STUD WALL (SEE PLAN) STUD WALL (SEE PLAN)r. (SEE PLAN) BN A.B. (SEE PLAN) . . . . . . A.B. (SEE PLAN) C. SLAB 1 A r% NC. P.T.M.S. SLAB 3 1 2 P.T.M.S. (SEE PLC: (SEA PLYWOOD (SEE PLAN) 11TO (00 4 JST. (SEE PLAN) EN A 350 (SEE PLAN) *ISM ........ ZE 82 1/2 A_ IT IS RECOMENDED ui �", U�k, q GWD. C-4 TO BREAK SHEATHING & co BOTT SHRINKAGE . . . . . . . . . . . ®TOP & BOTT. TO ALLOW FOR C>R 00 S ®TOP !77.4 Is" Tw STMY Irp" Tw STOW 12" ONE STORY 12* ONE STORY 12"ONE STORY 15"TWO STORY m m m m FIS 7) IREVISIONS DATE BY A FlRST ISSUE 05/12/03 1 DRAWN G. HOWARD CHECKED DATE 05-12-03 SCALE 1/4" = V-0" JOB NO. 2003-0421 SHEET I K STARTER BOARD 1 2" CDX PLYWOOD` SH EA IN G— PER PLAN 16d 4 O.C. 1 /2" PLYWOOD W/8d ® 6 /6/12 4-16d, R " ry USSES ®2 DRAW ''yv5 & S BEAM (SEE PLAN) • iPSON ST 6224 SEESPECS.) OF DBL. 1 U =PLATE A35 (SEE p . j . (SEE PLANS 3-16dE PLAN) *� <. Ef 2X BLOCKING GABLE END 2x4 45" O.C. ,;,,,: A 1 /2" CCX PLYWOOD ROOF RAFTER,� SIMPSON A35 0 24 O.C. OR 2X BLK'G W/3-16d NAILS N, , ` S qp R B (SEEP ) ::# IMP?N C OR PC STUDS CEIL. JOIST 5--16d ' fs SEE PLAN °'� . A35 (SEE DRAWINGS M (SEE PLAN} ) jjj Lt OP PLATE SEE PLAN) aA�SCIAPOST(SEE PU STUDS •�•: PLAN) _ SHEAR PANEL --PER PLAN r µ SEE PLAN r' FINISH DBL. TOP PL. 2X EXTERIOR STUD WALL SEE PLAN s � . WALL BOARD PER PLAN 1/2" DRYWALL POST (SEE PLAN) '67A5LELL BEAM (SEE PLAN) SIMPSON ST 6224 BEAM ( ) SEE PLAN f { - ' 3-16d E S. �•LAN)�'''�,, _ �`'� / ,..�.— : FN ✓^ 1 /2" CDX PLYWOOD DBL. TOP PLATE TRUSSES- wL MANUF. DRAWINGS & SPECS.) W/8d 6 /6/12 Ih+l C o o.. R't`SEE PLAN} SEE PLAN }Ri A35 (SEE f,,r BN f BLOCKING (SEE PLAN) S ..ti-k. fir; •',::, '.• w CCX PLYWOOD STUDS 1 i2 (SEE PLAN) POST (SEE PLAN) J •S :r',ij TRUSSES(SEE MANkDRAWINGS & SPECS.) '=. BEAM(SEE PLAN)HANGER6'_i--,%AN) „� Y h rt FIRE BLOCK w ni SEE PLAN 4L ( POST (SEE PLAN) DBL. PLATE (SEE PLAN) a flF .Oa 2x ROOF RAFTERS (SEE PLAN) SIMPSON STC OR DTC CLIPS f `1/ " USE STCT WHERE TRUSS IS ALT. FLUSH BEAM W/ d ® 6/6/1200 SEPARATED FROM TOP PL. IF occuRs� GIRDER TRUSS , ' INSTALL NAIL IN MIDDLE r ___________®_______ Y (SEE PLAN) TRUSSES(SEE MANUF DRY .SUS &SPECS.} A35 (SEE PLAN) OF SLOT ' {:x 1 /2 PLYWOOD W/ CAL FIL,I.. (SEE PLAN) SIMPSON ST 6224 i r 8d 0 6/6/12 BN BLOCKING (SEE PLAN) " s � 1 2 CCX PLYWOOD k• a NAILING e� STC-1-80 CEILING JOIST ` I (SEE PLAN) DTC=2-80 4-16d DROP BEAM (SEE PLAN} g .3 . — (2)DOUBLE 2X4 FLAT BLOCKING ^�rxr .,�. AT 4'-0 O.C. W/ 2-160 TOP PLATE EA END < POST (SEE PLAN) HANr <LSEE PLAN}'OCKING (SLL��') TYP. 2x STUD WALL >. (SEE PLAN) DBL. TOP PLATES f TRUSSPARALLEL 140 SIMPSON STC OR DTC CLIPS SEE FRAMING PLAN FOR LENGTH USE STCT WHERE TRUSS IS , SEPARATED FROM TOP PL. ...- STUD 0 16 O.C. (SEE P, ��INSTALL NAIL IN MIDDLE .SLOT -- - - _ w. f�� � LEDGER ,,i (SEE PLAN) ,; • nvY (SEE �AN) } fl RA MR LAG SCR s E P rk,F <, SUSS BOTTOM CORD ,,PLAN) ` (SEE PLAN) CONT. HEADER TRU BOTTOM CORD 7,77 EQUAL LENGTT >„ SIMPSON ST 6224 HANGER (SEE PLAN DBL PLY WD. EDGE Cl'G. NAU"i NAILING ® HEADER t• r STC 2-c. TYP. 2x RT° WALL DTC=4-80 / \ SEE P' % 1< U'rj. ( } POST (SEE PLAN) DBL. TOP PLATES r" i �.C"'i � •e!£`R;r.+' :•dui • > 1� TRUSS FE -RFENVICULARht'>