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HomeMy WebLinkAbout10149836.pdfLEGEND F-K15TING WALL TO REMAIN 3 WALL To DEMOLISH NEW 2x4Q lro" O.C. STUD WALL (2x6 616" o,c, plumbing walls.) FRAME / CLOBE OPENING IN (S) WALL HARD -WIRED SMOKE DETECTOR WITH BATTERY eAC<Uf-I (NEW CONSTRUCTION) BATTERY OPERATED 0 EX15TING SEOROOMS AND HALLWAYS (F) PAN/VENT WITH 5 AIR CHANGES PER HOUR MIN. ARC FAULT INTERRUPTER AT (N) BEDROOMS RECEPTACLES TEMPERED GLASS. LEFT ELEVATION SCAI-E. 1/8" - I'-O " ------------ ALL NEW HORS TO SE 4X6 U.N.0 I (E) 96X36 SLIDER (S) 493>(60 5,H, RIGHT ELEVATION SCALE; 1/8" - 1'-0' M570 I ATTIC VENTS AS REQUIRED 24"XI2" HALF DOME DORMER VENTS TOTAL VENTS MIN - 3451150 = 2,3 SF REAR ELEVATIO I N SCALE- 1/9" - 1'-0" f-- A 4" MIA. VENT 14" MAX WITH 0 SO" ELBOWS NOTE: FLEXIBLE DUCT CANNOT EXCEED rcp FT AND CANNOT BE CONCEALED DRYER VENT TO TERMINATE MIN. 3' FROM ANY OPENING 4 3' FROM PRFERTY LINE. as ut 0 IT ti rM 1/8" STUCCO CEMENT OVER 2-15# FELT5 TO MATCH EXISTING STUCCO WEEP $CREED LU/ 3,5" FLANGE 4" ABOVE F.G, MIN, rk,= Z)E616)V, COiV6 7RUC r/M MA rERIAI- & ANO COL OR$ OF 7*14E PROPOSEO AZ).01 r/ )V SkAl-l- 6E ARCAMEMRALl-r CO)V$16 rL-Wr W17114 71-IE EXIS 7W6 6 MUCTURE ALL NEW WINDOWS TO HAVE SILL 4 TRIM TO MATCH EXISTING FRONT WINDOWS ALL NEW WINDOWS TO eE WHITEALUM. OR VINYL TO MATCH EX15TING NO CHANGE TO FRONT WINDOWS NOTES- 1. NEW GLAZED OPENINGS UJILL f5E L.AeELED TO INDICATE THE REOUIREMENTS, OF TITLE 24 REPORT OR A CERTIFIED U-FACTOR OF 0,40 AND A SOLAR GAIN COEFFICIENT OF 0,35 PER PACKAGE D, 2. IN ALL ISEDROOMS, DENS, LIEBRARIES, OR SIMILAR ROOMS, WHICH CAN IBE READILY USED AS A SLEEPING ROOM, MUST HAVE AN EXTERIOR WINDOW FOR EMERGENCY EGRESS PER 15LDG CODE, NET CLEAR 5.1 Sa,IN,, A MINIMUM NET CLEAR 24 IN. OPENAIBLE HEIGHT AND 20 IN, NET CLEAR OPENAIBLE DIMEN51ON WIDTH, AND A SILL HEIGHT NOT OVER 44 IN. AeOVE THE FLOOR 3. EXTERIOR LATH SHALL IBE INSTALLED AS REQUIRED IN SECTION 1402,1 OF THF Csc 2001, AND WHEN APPLIED OVER WOOD 1BASE SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE `D" PAPER 4ALL EXTERIOR STUCCO LATH SHALL BE NAILED W1 Oil GAUGE, 11,�" LONG, 1/16" HEAD, !44" THICK FUR NAILS, STAPLES SHALL NOT BE ALLOWED 5-ALL EXTERIOR PENETRATION THROUGH EXTERIOR PAPER AND/OR LATH SHALL SE SEALED. (CAULKFD) (o, IBEOROOM eRANCH CIRCUITS WILL IBE ARC, FAU T CIRCUIT 12" X 24" CONT. FOOTINGS 01qq% W/ 204 T4S TYP, # SHIM firdffs�o- ALL (E) DIMENSIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL (E) DIMENSIONS IN FIELD, OWNER: LETICIA 4 RAMIRO GUZMAN ADDRESS: 26la UJ OCCIDENTAL 6T SANTA ANA, CAS2104 LEGAL DESCRIPTION: TRACT 506 SIX E LOT 3 APN- 406-063-03 DESIGNER. ARCHITECH DESIGN GROUP (616) 614-6034 JOB DESCRIPTION- ADD MASTER BEDROOM, BAT44ROOM LAUNDRY RM, BUILDING OCCUPANCY. R-3 Tlrfzr= OF CONSTRUCTION. V-N NO OF STORIES- I FIRE ZONE, NO CODES: CSC 2001, UMC 1139-t CEC 2001, CMG 2001, CPC 2001, TITLE 24 AND LOCAL AMENDMENTS EXISTING AREA (SF)-. DWELLING-. 925 (2+1) GARAGE; 264 PROPOSED ADDITION (SF), 345 TOTAL: 1,534 LOT SIZE. 5,11r, LOT COVERAGE- 1,534/5,115 - 26,a% 29m, [411-4 WINDOW TRIM DETAIL STUCCO - 2x4 FRAME USE "SUPERIOR" V"rNIL SLIDING WINDOWS SERIES a.600/8100 OR APPROVED EQUAL 45' 12 -2$1 W-4" l5t-oti LU lu > ti 9 ----- ------ C4 (E) 1-STORY 6FD 45' (E) CURE 29,18 W. OCCIDENTAL ST. SITE FLAN SCALE. 1" a 20' CLASS 'IB'ASPHALT SHINGLES 2 OVER VIE -150 FELT$ TO MATCH EXISTING OVER 15/32" PLYWOOD COX 61 24/0 6 W/606 6:6.12 COMMON NAILS TYP. ef- R"00F PLAN. SCALE. 14' - 1'-011 ALL NEW HORS TO 15E'4Xr. U,N,O THE CONTRACTOR SHALL VERIFY ALL DIMEN51ONS AND CONDITION5 OF THE JOB PRIOR TO STARTING CONSTRUCTION AND THE OWNER, DESIGNER OR ENGINEER SHALL IBE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES, 00 NOT SCALE DIMENSIONS, WHERE NO DIMENSIONS ARE PROVIDED, CONSULT WITH OWNER, DESIGNER, OR ENGINEER FOR CLARIFICATION IBEFORE PRMir CES-0-ING WITH THE WORK, F I a n a a r m I t a Z e rg 9 T-24 Now Construction Remodel I njg A d d I t t 0 n a 5612IS Kaman Rd #133 Agoura Hills, CAS1301 Tel. (81S) 614-6034 Fax: (888) 202-"nll amltdoix.netcom.com All drawings and written material appearing herein constitute the original and unpublished work of the deaf9rier, and may not be duplicated, used or disclosed without the written permission of the designer or approved representative. I Julc 01, 2005 im 4�o 11 E><16711NG WALL TO REMAIN t - - - - 2 WALL TO DE', NEW 2x4a Irv" O.C. STUD WALL (2x6 gib'' o.c- plumlpl?= wdhe-/ FRAME / CLOSE OPENING IN �E; WALL 50 i4AF-4:�-WIRED SMOKE DETECTOR WERY WITH BATTBACKUP (NEI' v CONSTRUCTION) SATTER' OPERATED o EXISTING SM:YROOMS AN=) 44ALLWAYe tj FAN/VFENT UJ!T+4 S AIR C44ANGES PER HaJR MIN. ARC FAULT INTERRUPTER AT N., BE:;ROOMIS RECEPTACLES CT TIFM-S1;ZED GLASS. LEFT ELEVATION_ SCALE- NIB': - ALL NEW UNDOLUS TO BE ALUM TO MATCH EXISTING COLONIAL A 1, (N) 4SX60 SINGLE +4UNG; FLOOR PLAN SCALE: 114" RIGHT VAT ON ,sc-4L;=. va" - 1'-01" cq x 0 z ti C4 1 c ATTIC VENTS AS REQUIRED 2411x12" HALF DOME Dow-ieR VENTS TOTAL VENTS MIN = 345/150 = 2.3 SF . . . . . . . . . . . . . REAR ELEVATION -SCALE: 1/6;' - !'-0` MLEDSWCW, CONS rRLC710M MA Mel,41-6 ANZ� COLORS OF ri4Z f *ROP06S:> ADDITION 6A4ALJ- ASE ARCA#T5C7Z1RA447' CON.51.57 r-Wr W17f4 THE CIS 7'1)VCv 57R=7U)eZ 7/8" STUCCO CEMENT OVER 2-150 FELTS TO MATCH EXISTING STUCCO WEEP SCREED W/ 35.5" FLAN -GE 4'ABOVE F.G. MIN. NOTES- 1, NEW GLAZED OPENINGS WILL 13E LABELED TO INDICATE T#4E REQUIREMENTS OF TITLE 24 REPOR7 OR A CERT IFIED U-FACTOR OF 0.40 AND A SOLAR GA!N COEFFICIENT OF 0,35 PER f=ACKAGE 0, 2, IN ALL BEDROOMS, DENS, LIBRARIES, OR SIMILAR ROOMS, WI41rk CAN BE READILr USED AS A SLE9=1NG ROOM, MJST HAVE AN EXTERIOR WINDOW FOR EMERGENV'r EGRESS PER BLOG CODE, NET CLEAR 5.1 50,IN- A MINIMUM NET C", EAR 24 IN, OPENAIBLE HEIGHT AND 20 IN, NET CLEAR OPENABLE DIMENSION WIDTH, AND A S[Lil- HEIGHT NOT OVER 44 IN. ABOVE Tr4r= FLOOR 3, EXTERIOR LATH SN--ALL BE INSTALLED AS REOUIRED IN SECTION, 1402.1 OF THE CBC 2001, 5- - LLID - ANS..WHE\� A=!=LIED` OVER WOOD BASE S-i5EATt41NG SHAL�' INC' E TWO LA � ERR OF GRADE I'D'' f=A=ER 4. ALL EXTERIOR STUCCO LATH SHALL BE NAILED LU/ #11 GAUGE, 11ti" LONG, 71161' HEADWl THIC< FUR NAILS, STAPLES SHALL NOT BE ALLOWED OWED B, ALL EXTERIOR PENETRATION THROUG,' EXTERIOR PAPER AND/OR LA7H SHALL BE SEALED. (CAUL<ED) 6, SEDROO!'*i BRANCH CIRCUITS LUILL BE ARC FAULT CIRCUIT PI;ZOTECTED 12" X 24" CONT. FOOTINGS WJ 204 T413 T'rf=, 01 SECTION 11A-Afl SCALE- 114" - V-01' 290 ly- PROJECT DATA ALL (E) Ot!"IENSIONS SHOWN ARE A!=PROXIMATF- THE CONTRACTOR SHALL VERIF7 ALL CE) DIMENSIONS IN FIELD, 45- OWNER. LETICIA 4 RAMIRO 6=111AN ADDRESS. 2V8 W OCCIDENTAL ST SANTA ANA, CA 92104 LEGAL 0E5CR1'2TfCN.- TRACT 506 B-'< E LOT 3 APN-- 406-06-3-03 OESIGNM: ANECHr"ECI-4 DESIGN GROJP (V&) 614-6034 JOS DESCRIPTION. ADO ?"'ASTER BEDROOM, BA T�,!ROOM LALINI:111RY R711. SUIL'OING OCCUPANC*!'- R-3 T"PFE OF CONS-TRUCTiON-. Y-N No OF STORIES- i FIRE ZONE.- No CODES- CBC 2001, JSC ISS7 CF-C 200l, Cr-ic 2001, CPC 2001, TITLE 24 ANDI-OCAL AMSN,OMEN'7E EXI-dV'!xG AREA (5F)- OWE--ING: e03 11241" GARAGE: 2*4 PROPOSED ADDITION (-SP). 345 TCTA'-t '1534 LOT SIZE- S,11,5 LOT COYMAGE. 26.89. 12'-2' It T-11, j �-, sail ul 0 Y spr �; N W. 91 26 19 W. Or 'r SITE PLAN CLASS 'BASP4/-LT OVER 2-15# FELTS TO MATC44 tWIS-TIN,.- OVER 115/32" PLYWOOD COXV /0 ti D C, ul L.a1l0 O.C- Z<6 a irp'l O"AL. z 2Xfo -2 uf D c > lu -- ------- - ------ -- ------------- ----------- ry (N) CALIFORNIA P T- ROOF PLAN ALL NELL HDRS TO BE 4X6 U,N.o ii med 1 agg W THE CONTRACTOR SHALL VERIFY A, DIMENSIONS AND CONDITIONS (:M THE JOB fIRIOR TO STARTING CONSTRUCTION AND THE OWNER, DESIGNER OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY' OF AN, DIScREFANcfES OR INCONSISTENCIES, DO NOT SCALE DIMENSIONS, WHERE NO DIMENSIONS ARE PROVIDE=>, ERR ENGIFOR CLA NEER R-IFICATIVS!, BEFORE PROCDIEENiS WITH THE LUORK. CONSULT UJIT�4 OLINER, DESIGX :Off: r.> 1mr- AOOO Amit Dsmbsk� 4 Assoc. Re alclantlal o m m a r c i a I P I a n a p a r m T t a E m e rg S T-24 t4stu Construction R 0 m o d a I I n 9 A d d I t I o n 6 5699 Kanm Rd 0133 Agoura W1116, CA 91301 Tel: (818) 6"14-6034 Fax; (WS) 2C*-1111 ainTtd*1x.nstc.om.com All draw-Tngs amcd WrItter matsrTai appewireg hers"n constituto the orianal and urpui:011shee utar OF the 'cies,193w, and maj not IDS clupllcatae; used or caiseteasetatthout the written permission of tiny designer or approvee, reprssordAtfvs. AMC 06,2005 V-1:55 AM SCALE AS 6I40UJN JOB S14EET GENERAL NOTES: 1. PROVIDE SMOKE DETECTORS AS REQUIRED BY SLOG CODE. LOCATE iN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN EACH HALL OR AREA GIVING ACCESS TO EACH SLEEPING AREA. SMOKE DETECTORS MUST BE HARDWIRED iN NEW CONSTRUCTION W/BATTERY BACKUP AND AUDIBLE iN ALL SLEEPING AREAS. MAY BE SOLELY BATTERY OPERATED IN EXISTING CONSTRUCTION. 2, PROVIDE LIGHT AND VENTILATION SCHEDULE FOR ALL ROOMS AS REQUIRED BY BLDG CODE, PROVIDE EXTERIOR WINDOWS FOR ALL HABITABLE ROOMS WITH AN AREA NOT LESS THAN 10% OF THE FLOOR AREA OF THE ROOM, WiTH A MINIMUM OF 10 SQUARE FEET. ONE HALF THE AREA MUST BE OPEN ABLE. FANS WITH 5 AIR CHANGES PER HOUR VENTED DIRECTLY TO THE OUTSIDE MAY BE USED iN BATHROOMS AND LAUNDRY ROOMS. FANS WITH 2 AiR CHANGES PER HOUR MAY BE USED FOR OTHER ROOMS, 3. ALL BEDROOMS, DENS, LIBRARIES, OR SIMILAR ROOMS, WHICH CAN BE READILY USED AS A SLEEPING ROOM, MUST HAVE AN EXTERIOR WINDOW FOR EMERGENCY EGRESS PER BLDG CODE. THIS WINDOW MUST HAVE AN OPEN ABLE AREA OF 5.1 SQUARE FEET WITH A MINIMUM 20" WIDTH AND A MINIMUM 24' HEIGHT. NOTE THAT A 20"X24" 81-ACE 18 ONLY 3.33 S.F, WHICH iS LESS THAN THE 5.1 MINIMUM AREA, WHEN WINDOWS ARE PROVIDED AS MEAN OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR 4, ANY INDIVIDUAL PANE OF GLASS OVER 3 SQUARE FEET AND WITHIN 18" OF FLOOR SHALL BE TEMPERED PER BLDG CODE 5. SiZE OF SHOWER STALL TO COMPLY WITH BLDG CODE, 1024 SQ, IN. MINIMUM INTERIOR AND ENCOMPASSING 30" CIRCLE, DOOR SHALL SWING TO THE OUTSIDE. 6. WALL COVERING 0 NEW TUBS AND SHOWERS SHALL BE NON -ABSORBENT, (CERAMIC TILE OR EQ.) i0" HIGH ABOVE DRAIN LEVEL. 1, SHOWER GLASS ENCLOSURE DOORS SHALL BE LABELED CATEGORY 11, WiTH 16" FULLY TEMPERED, 114" LAMINATED OR OF AN APPROVED PLASTIC. DOOR SHALL HAVE A CLEAR WIDTH OF 22" AND SHALL SWING OUTWARD, 8, NEW SHOWER AND TUB -SHOWER SHALL HAVE EITHER A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALVE. 3, ANY GLASS WITHIN 60" OF TUB OR SHOWER FLOOR MUST BE TEMPERED PER BLDG CODE. 10. NEW WATER CLOSETS (TOILETS) SHALL USE NO MORE THAN 1.E? GAL PER FLUSH, 11. A CORROSION RESISTANT WEEP SCREED WHICH WiLL ALLOW TAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING 16 REQUIRED AT OR BELOW STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE GRADE. 12, INTERIOR FINISH IN GROUP R3 OCCUPANCIES SHALL HAVE A MINIMUM FLAME SPREAD CLASSIFICATION OF IIi EXCEPT IN THE KITCHEN, BATHROOMS AND GARAGES 13, WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 14, ATTIC ACCESS SHALL BE A MIN. OF 22"X30" WITH 30 INCH HEADROOM MiNiMUM 15, ALL EXTERIOR HOSE BIBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES. 16, ALL DISHWASHER WASTE LINES SHALL BE PROVIDED WITH AN APPROVED AIR GAP SEPARATION DEVICE. 11, A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREA, ELECTRICAL ICAL NOTES: ALL ELECTRICAL TO BE INSTALLED CURRENT CEC CODE, 1, PROVIDE INTERIOR SWITCH AND EXTERIOR LIGHT IN THE VICINITY OF DOORS, 2. PROVIDE RECEPTACLE OUTLET 6' FROM OPENINGS AND 12' ON CENTER 3. PROVIDE AN OUTSIDE GFI, WATER PROTECTED RECEPTACLE OUTLET IF THE EXISTING STRUCTURE DOES NOT HAVE ONE, 4. NEW BATHROOM OUTLETS TO BE GFCI WITH A SEPARATE 20 AMPS CIRCUIT. 5. PROVIDE SMOKE DETECTOR AS BY BLDG CODE, IN THE NEW AND EXISTING BEDROOMS AND HALLWAYS SERVING SUCH ROOMS. 6, ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE 14 AND 20 AMPER OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 1, LIGHT FIXTURE IN CLOTHES CLOSET SHALL BE SURFACE -MOUNTED INCANDESCENT FIXTURE WITH COMPLETELY ENCLOSED LAMP ON THE WALL ABOVE DOOR OR ON CEILING WITH MIN 12" CLEAR TO STORAGE AREA. S, FLUORESCENT GENERAL LIGHTING IS REQUIRED IN BATHROOM AND KITCHEN A 40 LUMENS PER WATT EFFICIENCY LAMP 18 REQUIRED 3, LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES MUST HAVE LABEL STATING "SUITABLE FOR DAMP LOCATIONS" 10, RECESSED CEILING FIXTURES MUST BE IC RATED 11. ALL RECEPTACLES AT KITCHEN COUNTER SHALL BE GFCI. PROVIDE TWO MINIMUM SEPARATE 20-AMP CIRCUITS TO KITCHEN APPLIANCES 12, EACH SEPARATE KITCHEN COUNTER SPACE 12" OR WIDER SHALL HAVE A RECEPTACLE OUTLET 13. RECEPTACLE OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL iS MORE THAN 241" FROM A RECEPTACLE OUTLET 14, ISLAND AND PENINSULA COUNTER TOPS 12" OR WIDER SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET FOR EACH 4' OF COUNTER TOP. ENERGY NOTES: COMPLY WITH 2O01 ENERGY EFFICIENCY STANDARDS /AB 310 ALL NEW GLAZING WINDOWS SHALL BE DUAL -GLAZED TYPE 1, PROVIDE R-30 INSULATION AT CEILING. 2, PROVIDE R-13 INSULATION AT EXTERIOR WALL 3, MAXIMUM AMOUNT OF WINDOWS 15 2016 OF ADDITION AREA PLUS AREA OF WINDOWS REMOVED BECAUSE OF THE ADDITION, 4, WINDOWS TO HAVE A U-VALUE OF 0.15 (DUAL PANE ALUM FRAME WINDOWS ARE DEEMED TO MEET THiS U-VALUE) 5, ANY EAST OR WEST FACING WINDOWS MUST HAVE A MAXIMUM SHADING COEFFICIENT OF 0,40. TO COMPLY USE WHITE VENETIAN BLINDS OR MiNI BLINDS ON ANY EAST OR WEST FACING WINDOWS TO BE INSTALLED AT FINAL INSPECTION, OR INSTALL WINDOWS WITH SHGC OF 0,40 (DUAL PANE LOW-E) 6. NO ELECTRIC SPACE HEATING ALLOWED ". HEATERS MUST HAVE "AFUE" OF i89®, A/C MUST HAVE "SEER" OF 10.0, AUTOMATIC SETBACK THERMOSTATS ARE REQUIRED, HEAT PUMP (FOR ADDITION ONLY) WITH "HSPF" OF 6.6 AND "SEER" 3.i WILL COMPLY. 8. COMPLY WITH MANDATORY MEASURES ATTACHED (MF-IR). S. GENERAL LIGHTING iN KITCHEN AND iN WATER CLOSET ROOM MUST BE FLUORESCENT. ADDITIONAL TASK LIGHTING MAY BE INCANDESCENT AND MUST BE SWITCHED SEPARATELY. 10, CAULKING AND SEALANTS MUST BE USED IN THE BUILDING ENVELOPE AROUND WINDOWS AND DOOR FRAMES: BETWEEN WALL SOLE PLATES AND FLOORS, BETWEEN WALL PANELS, OPENINGS iN WALLS, CEILINGS, AND FLOORS FOR PLUMBING, ELECTRICITY AND GAS LINES; OPENINGS IN ATTIC FLOORS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE. 11. AUTOMATIC BACK DRAFT DAMPERS MUST BE INSTALLED IN EXHAUST DUCT SYSTEMS. 12. REPLACEMENT FOR AN (E) WATER HEATER TO BE STANDARD, NON -RECIRCULATING 50 GALLON (MAX) STORAGE GAS UNIT 13, AL DOORS AND SWINGING WINDOWS WEATHER STRIPPED 14, ALL METAL, WINDOWS AND SLIDING GLASS DOORS LABELED CERTIFYING COMPLIANCE WITH SECTION 116, TABLE 1-E STANDARD FOR DOORS AND WINDOWS, OF THE STANDARDS 15, THE TOTAL OUTPUT CAPACITY OF THE GAS FURNACE IN THE BUILDING MUST BE LESS THAN 45,000 BTU/HR OR HEAT -LOSS CALCULATIONS MUST BE PROVIDED i6. THE HEATING OR COOLING EQUIPMENT THERMOSTATICALLY CONTROLLED SHALL BE INSTALLED WiTH SETBACK THERMOSTAT 11, INSULATION BLANKETS WITH A MINIMUM RATING OF R-12 INSTALLED ON NEW WATER HEATERS 15, INSULATION WiTH A MiNiMUM RATING OF R-3 INSTALLED ON THE FIRST FIVE FEET OF HOT WATER OUTLET PiPE IN UNCONDITIONED SPACE FOR NEW WATER HEATERS IS. RE -CIRCULATING HOT WATER PIPING IN ATTICS, GARAGES, CRAWL SPACES OR UNHEATED SPACES SHALL BE INSULATED 20, INSTALLATION OF APPROVED ENERGY EFFICIENT SHOWERHEADS, FAUCETS AND WATER HEATERS ARE REQUIRED. 21, POST INSULATION COMPLIANCE CARD IN CONSPICUOUS LOCATION IN DWELLING PRIOR TO FiNAL INSPECTION 1, A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQ,IN. PER 1000 BTU 15 REQUIRED FOR THE FAU, 2. EXHAUST DUCT MUST BE 4 INCHES iN DIAMETER AND LENGTH 16 LIMITED TO 14 FEET WITH 2 ELBOWS, THE DUCT LENGTH SHALL BE REDUCED BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO, 3, ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING ENVELOPE TOT HE OUTSIDE SHALL BE PROVIDED WiTH BACK -DRAFT DAMPERS, 4, DUCTS SHALL BE SLED PER CHAPTER 6 OF THE MECHANICAL CODE 5, NEW OR REPLACED WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER I/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS 6. COMBUSTION AiR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN ACCORDANCE WITH UFC SECTION 507 AND TABLE 5-1. PROVIDE T AND P VALVE ON WATER HEATER AND PROVIDE ROUTE OF DISCHARGE LINE TO EXTERIOR. PROVIDE 2 STRAPS CONE STRAP AT TOP 1/3 OF THE TANK AND ONE AT BOTTOM 1/3) - IF APPLICABLE. i, PROVIDE HEATING TO PRODUCE THE REQUIRED MIN. ROOM TEMPERATURE OF 10 DEGREE FAHRENHEIT 3 FT. ABOVE FLOOR LEVEL. 8, MAXIMUM FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION: WATER CLOSETS: ........... 1/fo GPM SHOWERHEADS:.............2.2 GPM LAUNDRY FAUCETS: ...... 2.2. GPM SINK FAUCETS:..............2.2 GPM I. DOUBLE JOISTS BELOW TO SUPPORT UNIT. 2. LEVEL PLATFORM 30" WiDE WiCATWALK 3. SEISMIC BRACES OR ANCHOR UNIT TO PLATFORM 4, LIGHT, SWITCH, OUTLET 5, CONDENSATE DRAIN SHALL TERMINATE AT AN APPROVED PLUMBING FIXTURE. OVERFLOW CONDENSATE (SECONDARY) TO VENT OVER WINDOW OR VISIBLE LOCATION 6, 24" WiDE PASSAGEWAY OF SOLID CONT. FLOORING FROM SCUTTLE TO EQUIPMENT. WITH LENGTH NOT TO EXCEED 20' 1, PROVIDE MiNIMUM 1 HR, FIRE -RATED SEPARATION BETWEEN GARAGE AND HABITABLE AREAS PROVIDE 5/8" TYPE-X G.W.B. ON ALL WALLS AND CEILING AND EXPOSED STRUCTURAL MEMBERS 2. APPLIANCES GENERATING A GLOW, SPARK, OR FLAME MUST BE AT LEAST l8 IN, ABOVE THE FLOOR IN A GARAGE 3. U.L. LISTED WOOD BURNING FiRE-BOX. INSTALL UNIT AND VENT AS PER LISTING, MANUFACTURER'S INSTRUCTIONS, AND ALL APPLICABLE CODES, ALL SOLID FUEL BURNING APPLIANCES MUST BE E.P,A. PHASE II CERTIFIED AND MEET CALIFORNIA ENERGY REQUIREMENTS. 4. DRYER SHALL BE VENTED THROUGH -ROOF OR WALL TO THE OUTSIDE AS PER MANUFACTURER'S RECOMMENDATIONS -- PROVIDE BACK -DRAFT DAMPER (SCREEN NOT PERMITTED) 5, PROVIDE COMBUSTION AIR OPENINGS WITHIN 12 IN, OF FLOOR AND CEILING FOR GAS BURNING EQUIPMENT. 6. FiREWALL CONTINUOUS TO UNDERSIDE OF ROOF DECK 1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED 60 THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY'OF THE DOOR OR THROUGH ViEW PORTS IN THE DOOR OR ADJOINING WALL. 131,6106 2. SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL, WHiCH PRECLUDE HUMAN CLIMBING, SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE, WHICH 15 WITHIN 8 FT, OF THE UTILITY POLE OR SIMILAR STRUCTURES. 31.6101 1, A SECURITY FENCE IS REQUIRED AROUND THE CONSTRUCTION ARE AND SHOULD BE INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING. 2, WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST. 3. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE, 4, WHEN REQUIRED BY BUILDING OFFICIAL, LICENSED SURVEYOR SHALL ESTABLISH PROPERTY LINES IN THE FIELD, 5. THE FINISH GRADE SHALL SLOPE A MiN, OF 2916 TO A POINT 5 FEET FROM BUILDING FOUNDATION. DRAINAGE WATER SHALL BE AWAY FROM STRUCTURE, MAINTAINING EXISTING DRAINAGE COURSE, AND SHALL BE DIVERTED TO STREET AND WILL NOT BE PERRMiTTED TO GO INTO ADJACENT PROPERTY, MINIMUM 2% AWAY FROM STRUCTURE. SHEET FLOW 2%, SWALE 196. 6, DOWN -SPOUT DRAIN -PIPES TO BE PROVIDED, SLOPED TO DAYLIGHT 1, EXISTING GAS LINES SHALL BE REROUTED, iF ANY, AND SHALL NOT BE PERMITTED UNDER THE PROPOSED ADDITION. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST 6 IN, ABOVE GRADE OR STRUCTURE. 8, NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DECENT S. SKYLIGHTS ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AND LAMINATED GLASS ON INSIDE (UNLESS PLEXIGLAS). GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25 INCHES AND FRAME 15 TO BE ATTACHED TO A 2x CURB WITH A MINIMUM OF 4 INCHES ABOVE ROOF PLANE DOORS: 1. WOOD FLUSH -TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. S1,6103.1 - DOORSTOPS OF IN -SWINGING: DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. IBIA0109,4 2. ALL PIN -TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON -REMOVABLE HINGE PINS, HINGES SHALL HAVE MIN !/4: DIA. STEEL JAMB STUD WITH 1/" MIN, PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS iN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. 31.6"t03.5, 31.6D3.'t 3. PROVIDE DEAD BOLTS WITH HARDENED INSERTS, DEADLOCKING LATCH WITH KEY -OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPEN ABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT (LATCH NOT REQUIRED iN B, F AND S OCCUPANCIES, 31.6103.2) 4, STRAIGHT DEAD BOLTS SHALL HAVE A MIN THROW OF I" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK -SHAPED OR AN EXPANDING -LUG DEAD50LT SHALL HAVE A MINIMUM THROW OF 9/4". 31.6103.2 5, THE USE OF A LOCKING SYSTEM WHICH CONSISTS OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB AND A DEADBOLT OPERATED BY A NON -REMOVABLE THUMB TURN WHICH 18 INDEPENDENT OF THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED AS A SYSTEM WHICH REQUIRE SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOORKNOB AND THE THUMB TURN, WHICH OPERATES THE DEADSOLT, SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES. 6. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 3116 IN, THICK WITH SHAPED PORTIONS NOT LESS THAN 4 IN. THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 50, IN. iN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8 INCHES AND 3 INCHES IN WIDTH. 31.6*103.1 ITEM 2 1. SLIDING DOORS SHALL BE EQUIPPED WiTH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN S1,61111 8, METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN, 9/32" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED. 31,6111 GLAZING: 1. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR 15 IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2", THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. 31.6i13 WINDOWS: 1. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WiTH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. 31.6115.3 2. OTHER OPEN ABLE WINDOWS SHALL BE PROVIDED WiTH SUBSTANTIAL LOCKING DEVICES. iN B, F, M AND 5 OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSSBARS, AND/OR PADLOCKS WiTH MINIMUM 3/32" HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS. 3I.6-115.2 3. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN 31.6111.2 4. ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24 INCHES FROM THE CLOSEST OPENING THROUGH SUCH METAL BARS, GRILLS, GRATES OR SiMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY DIMENSION. WATER HEATER -- HOLD TIGHT TO GYP. BD. H PROVIDE MIN. R-12 HWH INSUL BLANKET 114" 01A. x 5" LAG SCREW FLEXIBLE WATER CONNECTIONS NOTE 1 ENCIRCLING TANK FROM BOTH SIDES GYPSUM WALLBOARD WOOD 2x4 LEDGER 114" 01A, x 3" LAG SCREW WITH WASHER „ NOTE 1 „ FLEXIBLE WATER CONNECTIONS „ i, i, WOOD 2x4 LEDGER , i■, t I ,i 4 , „ NOTE 1 { ENCIRCLING TANK FROM BOTH SIDES I F t i i t WOOD 2x4 LEDGER „ ' FLEXIBLE GAS CONNECTION „ „ ANCHOR WATER HEATER TO BASE -- BASE TO FLOOR i 4 APPLIANCES GENERATING A - - GLOW, SPARK, OR FLAME MUST BE AT LEAST 18 IN, ABOVE THE FLOOR IN A GARAGE ------- --------------------- ------------ EL VATION PROVIDE COMBUSTION AIR OPENINGS WITHIN 12 IN. OF FLOOR AND CEILING FOR CAS BURNING EQUIPMENT. WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE WAVING A FULL -SLED DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WiTH THE END OF THE PIPE NOT MORE THAN 2 FT, OR LESS THAN ro IN, ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING THREADED. NOTE 1: USE APPROVED STRAP <T W/ STEEL BANDS OR 1/2"0 E.M.T W/ 4" LAGS # THRU BOLTS 1 =i <11K" FURNACE IN ATTIC C) inc, AOO Axnit Dsfnbsky 4 Assoc. Residential Commercial Plans �serm Its Ener99T-24 Now Construction Ram0d011nr� .Additions 5699 (Gann Rd 0133 Agoura Hills, CA 91301 Tel: (818) 104-6034 amitdoix.netcom.com ea ARCHTECH DESIGN GROUP INC, 2004 All drawings and written material appearing herein constitute the original and unpublished work of the designer, and may not be duplicated, used or disclosed without the written permission of the designer or approved representative. REV *1. 0143-05 VJ L Z LU Z LU DATE 2004 SCALE AS SHOWN PRAWN £.=�30�0 JOB SHEET C ER NOTES ` IMPORTANT NOTES FOR CONTRACTORS: BEARING WALL: STUDS CANNOT BE NOTCHED MORE THAN 2590 OF THEIR WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 409 OF THE STUD'S WIDTH. SOIL: TYPE OF SOIL AND BEARING VALUE AS PER SOIL REPORT (1000 PSF iF SUCH REPORT IS UNAVILABLE). PLYWOOD DIAPHRAGMS: PRODUCT STANDARD PS I-95, DOUGLAS FIR -LARCH, STRUCTURAL (OR COX). WOOD FRAMING MEMBERS: GRADE AND SPECIES OF ALL LUMBER "MUST BE GRADE MARKED". GLUE LAM BEAMS: "GLIB MUST BE FABRICATED IN LA CITY SLOG. DEPT. LICENSED SHOP". FIELD WELDING: TO BE DONE BY CERTIFIED WELDER BY THE LA CITY BUILDING DEPT. FOR (STRUCTURAL STEEL) (REINFORCING STEEL) (LIGHT GAGE STEEL), CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. STEEL: STRUCTURAL STEEL ASTM A36, STRUCTURAL PIPE ASTM A53 GO B, TUBING ASTM A501. REINFORCING BARS ASTMS A 615. SHOP WELD: MUST BE PERFORMED IN A LA CITY BLOG DEPT LICENSED FABRICATOR'S SHOP, CONCRETE: STANDARD 2500 PSI CONCRETE, (3000 PSI MiN, FOR GRAD BEAMS AND CAISSONS), CONTINUOUS INSPECTION: BY A DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE DESIGNED WiTH F'C GREATER THAN 2500 PSI. L.A. SLOG, DEPT. LICENSED FABRICATOR: IS REQUIRED FOR: GLULAM BEAMS STRUCTURAL STEEL CONTINUOUS INSPECTION: BY A DEPUTY INSPECTOR i5 REQUIRED FOR: ALL EPDXY WORK, ALL FOUNDATION SILLS: SHALL BE PRESSURE TREATED. ALL NAILING: SHALL UTILIZE COMMON NAILS. PLATE WASHERS: SHALL BE USED WITH ALL ANCHOR BOLTS, AND HOLDOWNS FOR: 5/8" BOLTS USE 2.5" X 25" X /4" WASHERS 314" BOLTS USE 2,15" X 5.6" WASHERS 1/8" BOLTS USE 3" X 3" X 3/8" WASHERS ALL HOLDOWNS ANCHORS NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. "ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED," "SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS". ALL FOUNDATION SILLS SHALL BE PRESSURE TREATED, OR FOUNDATION GRADE MEMBERS. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL BEARING PARTITIONS, 1, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATION ELSEWHERE UNLESS OTHERWISE NOTED. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2, IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS, 3. SEE DRAWINGS FOR DOORS, WINDOWS, NON -BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FiN€SHES, ETC. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATiON OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/DESIGNER AND/OR THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. 1. ALL ASST. DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS OTHERWISE NOTED. 8, ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN. 9. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL ENGINEER WHERE APPLICABLE. 10. CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED BY THE CITY OR GOVERNING AGENCY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND IN AND AROUND THE JOB SiTE AND/OR ADJACENT PROPERTIES. 12, SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER PRIOR To FABRICATION WiTH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS), 13, DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 14, PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. SEE DETAILS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. I6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK, 11 THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. I&. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS, IN WRITING, OF HiS INTENTION TO START THE WORK, AND THAT AN EXCAVATION WiLL BE MADE, A MINIMUM OF 10 DAYS, BEFORE THE START OF WORK SO THAT PROPERTY OWNERS MAY PROTECT THEIR PROPERTY, CONCRETE CONCRETE CONDITIONS CONCRETE F`c 28 DAYS STEEL REINFORCEMENT Fy (YIELD) PSI CONTINUOUS INSPECTION REQUIRED CONT. FOOTINGS 2,500 60,000 NO ISOLATED PADS 3,000 60,000 YES GRADE BEAMS 3,000 60,000 YES NOTE: A HIGHER GRADE OF CONCRETE MAY BE SUBSTITUTED FOR THOSE SHOWN ABOVE, BUT WILL BE SUBJECT TO THE CODE REQUIREMENTS OF THE HIGHER RATE. I. CEMENT SHALL CONFORM TO ASTM C150, TYPE 11. (U.N.O.) 2. HARD ROCK AGGREGATE SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SiZE SHALL BE 1 INCH FOR FOOTINGS, CAISSONS AND GRADE BEAMS AND i INCH FOR ALL OTHER WORK. PEA GRAVEL SHALL NOT BE USED WITHOUT WRITTEN PERMISSION OF ENGINEER, 3. LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2" INCH, 4. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS: (U.N.O.) A) POURED AGAINST EARTH 3 INCHES CLEAR B) EXPOSED TO EARTH, BUT POURED AGAINST FORMS 2 INCHES CLEAR C) MAIN BARS iN COLUMNS AND BEAMS 2 INCHES CLEAR D) STRUCTURAL SLAB I INCH CLEAR E) WALLS 1 1/2 CLEAR F) SLABS ON GRADE AT CENTER 5. ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED 36 DIAMETERS AT SPLICES AND SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS. MINIMUM LAP SHALL BE 24" LONG. 6. ALL REINFORCING STEEL, DOWELS AND ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. "t, CONTINUOUS INSPECTION iS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2,00 PSI. (U,N.O.) a. ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE PER U,B.C. TABLE 26-G, (U,N.O.) 8, DIMENSIONS ARE NOT FURNISHED TO SIMPSON "HAD" OR "PA" TYPE HOLDOWNS. IT 15 THE RESPONSIBILITY of THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION, SEE STRUCTURAL AND PLANS. 10, A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE DESIGNED BY METHOD 1, THE AVERAGE TRIAL BATCH STRENGTH SHALL EXCEED THE SPECIFIED STRENGTH F'C BY 259l, OR 90o PSI, WHICHEVER iS THE LEAST, 11, BEFORE CONCRETE 15 POURED, CHECK WITH ALL TRADES TO UNSURE PROPM PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATING TO WORK, 12, ONLY ONE KIND OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME. 13, ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE APPROVED BY THE ENGINEER. 14. DRYPACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART SAND, WITH SUFFICIENT WATER TO ALLOW A SMALL AMOUNT OF PASTE TO COME TO THE SURFACE. 15. CONCRETE GROUT SHALL BE NON-SHRiNKING WIT SUFFICIENT WATER TO ALLOW POURING ULTIMATE COMPRESSIVE STRENGTH (F'C) AT 26 DAYS SHALL EQUAL 2,000 PSI, 16, MIX THAT PRODUCES LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE USED. THE MAXIMUM CONCRETE SLUMP SHALL BE 3 INCHES PLUS OR MINUS I INCH FOR SLABS ON GRADE AND 4 INCHES PLUS OR MINUS 1 INCH FOR ALL OTHER WORK, M. THE STRUCTURAL ENGINEER IF OTHER THAN SHOWN ON PLANS MUST APPROVE LOCATION OF CONSTRUCTION OR POUR JOINTS, M. NO PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL -THICKNESS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED, SEE THE MECHANICAL AND/OR ELECTRICAL DRAWINGS TO LOCATION OF SLEEVES THROUGH WALLS AND FLOORS, le. REFER TO DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUND REQUIRED TO BE CAST IN CONCRETE AND SLAB DEPRESSIONS. 20. REMOVAL OF FORMS: SUPPORTING VERTICAL SURFACES - MINIMUM 2 DAYS - SUPPORTING HORIZONTAL SURFACES MINIMUM 14 DAYS (U.N,O,). SEE SLAB -SHORING NOTES, 21. MAXIMUM WEIGHT OF LIGHTWEIGHT CONCRETE SHALL NOT EXCEED 110 PSF. 22. CONTRACTOR TO PROVIDE STRUCTURAL ENGINEER WiTH RESULTS OF CONCRETE COMPRESSION TESTS, WITHIN 24 HOURS OF TESTING. TESTING LABORATORY TO FAX/MAIL TEST RESULTS DIRECTLY TO STRUCTURAL ENGINEER. REINFORCING STEEL: 1. REINFORCING STEEL SMALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 AS FOLLOWS UNLESS OTHERWISE SHOWN: A) * 3 BARS AND SMALLERGR40 B) * 4 BARS AND LARGERGR60 2, ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A185 (EXCEPT AT SLABS ON GRADE WHICH MAY BE GR401 3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 4, ALL BENDS TO BE MADE COLD. 5, DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL APPROVAL IS OBTAINED FROM STRUCTURAL ENGINEER. FRAMING LUMBER: 1, FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH *2 UNLESS NOTED OTHERWISE, AND GRADE MARKED PER WCLB SPECIFICATION. 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO COMMERCIAL STANDARDS PSI-S5, STRUCTURAL i EXTERIOR TYPE GRADE C-D. 3, NAILING SHALL CONFORM TO SECTION 25 OF THE U.B.C. UNLESS OTHERWISE NOTED, GRADE STAMPED APA. SUBSTITUTIONS FOR FRAMING HARDWARE SHALL NOT BE USED, UNLESS APPROVED. 4, USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS, SOLID BLOCKING UNDER WALLS OR PARTITIONS MUST BE PERPENDICULAR TO JOISTS, 5. MAX. MOISTURE CONTENT SHALL NOT EXCEED le% FOR ALL STRUCTURAL MEMBERS. 6, PROVIDE WASHERS UNDER HEADS 4 NUTS OF ALL BOLTS 4 LAG SCREWS BEARING ON WOOD, 1, BOLTHOLES MUST BE NOMINAL DIAMETER OF BOLTS PUS III& UNLESS OTHERWISE NOTED. 8, FRAMING LUMBER SIZED 6X AND BIGGER SHALL BE *1 UNLESS NOTED OTHERWISE. NOTES- i. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING THE STRUCTURE, 2, USE 15/32" COX STRUCTURE 11, PLYWOOD WITH 8-0 NAILS AT 6"112" O,C., FOR ROOF DIAPHRAGM. USE COMMON NAILS ONLY. PANEL INDEX 32116. BLOCKING NOT REQUIRED (U.N.O.) 3, USE 5/a" COX STRUCTURE 11 PLYWOOD, T4G OR BLOCKED, WITH 10-0 NAILS AT 6"/10" O.C., FOR FLOOR DIAPHRAGM, USE COMMON NAILS ONLY. PANEL INDEX 32116 GLUE PLYWOOD TO FLOOR. 4. ALL SHEAR PANELS SHALL BE CONSTRUCTED 4 SHEATHED CONTINUOUSLY BETWEEN LATERAL RETRAINED POINTS (1.E. ROOF/FLOOR DIAPHRAGM), (U.N.O.) 5, USE LUMBER GRADE OF * 2 FOR MEMBER S HAVING NOMINAL WIDTH OF 2" OR 4" MAXIMUM, (U.N.O.) 6. USE LUMBER GRADE OF * 1 FOR MEMBERS HAVING NOMINAL WIDTH OF 6" OR MORE (U.N.O.) 1 USE APPROVED JOIST BEAM HANGERS, POST CAPS/BASES AT ALL NEW CONSTRUCTIONS (U.N.O.) 8. USE NORMAL WEIGHT CONCRETE WITH: FC'= 2,500 PSI AT 28 DAYS, FOR SLAB AND CONVENTIONAL FOOTINGS. PC'. 3000 PSI AT 28 DAYS FOR GRADE BEAMS AND PILES WITH CONTINUOUS INSPECTION. (TYPE V CONCRETE). le. USE ASTM GRADE 60 FOR REINFORCING BARS, EXCEPT * 3 TIES (USE GRADE 40). 10, ALL OFF -SITE WELDING SHALL BE DONE iN AN APPROVED 4 CERTIFIED FABRICATOR'S SHOP, A LICENSED WELDER, WITH CONTINUOUS INSPECTION, SHALL DO ALL ON -SITE WELDING, (GALVANIZED WHERE EXPOSED). It. HOLD DOWN SPECIFICATIONS SHALL BE AS PER THE LATEST APPROVED ISSUE OF SIMPSON CATALOG OR EQUAL. ALSO, HOLD DOWN HARDWARE MUST E SECURED iN PLACE PRIOR TO FOUNDATION INSPECTION. 12. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 13, IN CASE OF DISCREPANCIES IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO COMMENCING ANY CONSTRUCTION. TIMBER NAILING SCHEDULE: JOISTS TO SILL OR GIRDER (TOE) ------------------------3-SD BRIDGING TO JOIST (TOE) --- _---------2-SD I X SUB FLOOR TO JOISTS (FACE)--------------------------- ----2-SD 2 X SUB FLOOR TO JOISTS (FACE)--------------------2-160 PLATE TO JOISTS OR BLOCKING (FACE) ---«---------_----- -_I6D 16" STUD TO PLATE (END) TOP PLATES - SPIKED TOGETHER (FACE) -- ------ ------16D 24" TOP PLATES - LAPS (FACE) 4'- 0" MINIMUM ---------------- 10 46D CEILING JOISTS TO PLATE (TOE) ---------_---- ---------3-SD CEILING JOISTS LAPS 4 PARTITIONS --------------------3-16D CEILING JOISTS TO PARALLEL RAFTERS (FACE) -----a-----3-160 RAFTER TO PLATE (TOE) ------------ ------------3-160 BUILT-UP CORNER STUDS (FACE)---M------16D ® 24" GLUE -LAM BEAMS: 1, A LICENSED FABRICATOR PER WCLA, AITC AND U.B.C. REQUIREMENTS SHALL FABRICATE GLUE -LAM MEMBERS. 2. FABRICATOR TO PROVIDE A CERTIFICATE OF INSPECTION TO GENERAL CONTRACTOR. 3, CUTTING, NOTCHING OR DRILLING OF GLUE -LAM ONLY WITH THE APPROVAL OF STRUCTURAL ENGINEER. LUMBER SPECIES TO BE DOUGLAS FiR, COMBINATION 24F - V4, F5=2,400, FV=165, FC=363 AT TOP, FC= 450 AT BOTTOM, E=i,800,000 UNLESS NOTED OTHERWISE ON PLANS. 4, PROVIDE TENSION LAMINATIONS AT BOTTOM OF BEAMS AND AT TOP OF CONTINUOUS BEAMS OVER COLUMNS UNLESS OTHERWISE NOTED. 5, MOISTURE CONTENT PER PS 56-13, 6. SCARF PER PS 56-13 (FINGER TYPE). -1. LAMINATIONS TO BE 1 1/2 INCHES. 8, GLUE LAMINATED BEAMS TO BE INSPECTED DURING FABRICATION BY AN APPROVED TESTING LABORATORY. EACH BEAM TO E STAMPED WITH AN IDENTIFYING NUMBER. BEAMS ARE NOT TO BE ERECTED UNTIL CERTIFICATION OF INSPECTION FROM TESTING LAB HAS BEEN APPROVED BY THE BUILDING DEPARTMENT. 9, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO ARCHITECT/DESIGNER AND STRUCTURAL ENGINEER. STRUCTURAL STEEL: 1, ALL STRUCTURAL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED AND ERECTED iN ACCORDANCE WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2, PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B, UNLESS OTHERWISE NOTED ON PLANS. 3. BOLTED CONNECTION SHALL BE HIGH STRENGTH BOLTS, CONFORMING TO ASTM A-325, WHERE SPECIFICALLY NOTED. MACHINE BOLTS MUST CONFORM TO ASTM A-3091, UNLESS OTHERWISE NOTED. 4. BOLTS SHALL CONFORM To ASTM A-301 UNLESS OTHERWISE NOTED. 5. WELDING: ALL WELDING MUST COMPLY WITH ASW SPECIFICATIONS AND MUST BE DONE BY CERTIFIED WELDERS AS REQUIRED BY THE DEPARTMENT OF BUILDING AND SAFETY. ALL WELDING- MUST BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ELECTRODES, AS REQUIRED PER CODE. WELDS ARE DESIGNED FULL STRESS 4 MUST BE DONE IN THE SHOP OF A LICENSED FABRICATOR. 6, FIELD WELDS ARE DESIGNED AT HALF STRESS. NO CONTINUOUS INSPECTION IS REQUIRED, UNLESS NOTED OTHERWISE. -1. ALL WELDING OFF SiTE SHALL BE DONE IN AN APPROVED FABRICATOR SHOP, 8. LICENSED FABRICATOR 15 REQUIRED FOR ALL STEEL WORK. le. ALL MEMBERS EXPOSED TO WEATHER SHALL BE GALVANIZED. EXPANSIVE SOIL REQUIREMENTS: IF SOIL iS FOUND TO BE EXPANSIVE, THE FOOTINGS MUST MEET THE FOLLOWING MINIMUM REQUIREMENTS: 1, DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISH GRADES SHALL NOT BE LESS THAN 24 INCHES FOR EXTERIOR AND la INCHES FOR INTERIOR FOOTINGS, 2. EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS FOOTING. 3, FOOTING SHALL BE REINFORCED WITH 1/2" DIAMETER DEFORMED REINFORCING BARS, TWO BARS SHALL BE PLACED 4 INCHES FROM THE BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES OF THE TOP OF THE FOOTINGS, 4, THE 501L BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING THE CONCRETE. 5. CONCRETE FLOOR SLA55 ON GRADE SHALL BE PLACED ON A 4 INCHES FILL OF THE COARSE AGGREGATE OR ON MOISTURE BARRIER MEMBRANE. THE SLABS SHALL BE AT LEAST 3.5" THICK AND SHALL BE REINFORCED WITH *4 BARS SPACED AT INTERVALS NOT EXCEEDING 16 INCHES EACH WAY. (APPLIES TO SLABS ON APPROVED FILL GROUND AS WELL), FOUNDATIONS NOTES: PREPARATION OF BUILDING SITE. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH AT LEAST 12 INCHES BELOW THE SURFACE OF THE GROUND iN THE AREA TO BE OCCUPIED BY THE BUILDING. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, iF WITHIN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WiTH THE GROUND UNDER THE BUILDING SEC. 2516 (B) INSPECTION CONCRETE SLAB: 4" CONCRETE SLAB WiTH *4 BARS Is i6"" O.C. E.W. 2"" OF SAND OVER 6 MfL. VISQUEEN (TYP). OVER 2" OF SAND (MIX: I PART CEMENT, 3 PARTS SAND PARTS MAX. 1" ROCK AND MAX. 8 it GALLONS WATER PER SACK OF CEMENT), PLATES, SILLS AD SLEEPERS: ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH 15 IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. ANCHORAGE. PROVIDE 5/8" X 12" ANCHOR BOLTS EMBEDDED g" IN FOOTING WALL AND SPACED 0 MAX. 4'-0" O.G. STARTING 12" OF SILL ENDS (U,N.O.). THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. SEC. 2W-1 (F), NO SHOT PINS MAY BE USED AT EXTERIOR WALLS OR SHEAR WALL. NOTE VERIFY ALL EXISTING FOUNDATION PRIOR TO STARTING JOB - PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS - ALL HOLDOWNS ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERINGS, - ALL BOLTS SHALL BE DRILLED e MAXIMUM OF 1/16" OVERSIZED AND INSPECTOR WILL VERIFY AT J05 SITE DESIGN INCLUDES REDUCED EDGE DISTANCE. DEPUTY INSPECTION IS REQUIRED. MARKSHEATHING PANEL NAILING $1,.iK'G TO ANCHOR EMB, SHR> MATERIAL SILL BOLT PLF, 03L. PLT. OPTION PERIMETER FIELD CONNECT. � ' / 15/32" PLYWOOD STRUCT. ( „ tOd +� 6 O.C. lOd � 12 O.C. A3E�1--;;��77 OR 6 l6" O.G. OR 16d � 5" O.G. 5/8" DiA. m 46" O,C, le" 255 l4) 15/32"' PLYWOOD STRUCT. i lod 1D 4" O.C. 10d m 12'" O,G. OR 3/8" DIA. X 5" 518" DtA. � 32"' O,C, 380 V (E A) (3,41"" LAGS � 1fo"' O.C, ��+" DIA. � 48" O.C.oC 15/32" PLYWOOD STRUCT. 1 106 a 31" O.C. 10d a 12" O.G. A35 m 8" O.G. OR 3/a" DIA. X 5" 5/8" DiA. 6 32" Q.C. lei+ 490 (5,6) (3,4) LAGS B 12" O.C. 15132" PLYWOOD STRUCT. ( loci m `' O.C. 10d a 12" O.C. A35 ,0 6" O.C. OR 3/5" DIA, X 5" 5/5" DIA, m 24" O.C. le 650 (3,4) LAGS 6, 8" O.C. ABS 0 16" O.C. 5/5" DIA. B 48" O.C. 3I8" PLYWOOD STRUCT. i ad * 6" O.G. 86 0 12" O.C. OR 16d a 6"" O.C. OR g" Ilea 3/4" DIA. m 32" O.G. 5/a" GYP. BD, BOTH SIDES 6d COOLER O.G. 6d COOLER 0 i" O.C. 16d a all Q.G. 1/2" DiA, a 48" O.C. 9" 60 V "1/8" PORTLAND CEMENT " 1 1/2- *11 NAILS 6 6'" O,C, A35 32" O.C, OR 16d � 8 O.G, il2" DIA. �+ 48" O.C." le 90 1. THiS NAILING SCHEDULE IS FOR COMMON NAILS. THIS IS IN ADDITION TO THE MINIMUM NAILING REQUIRED BY UBC 2001. (SEE TIMBER NAILING SCHEDULE ON SAME SHEET). 2, SPACING OF A35, I&D NAILS AND ANCHOR BOLTS IS TO BE REDUCED BY 1/2, IF PLYWOOD SHEATHING OCCURS ON BOTH SiDES OF WALL. ANCHOR BOLT SPACING SHOWN ON FOUNDATION PLAN IS MINIMUM, UNLESS NOTED OTHERWISE, 3. FRAMING SHALL BE 3" NOMINAL AND NAILS SHALL BE STAGGERED. ALSO STRUCTURAL OBSERVATION IS REQUIRED, SEE ADDITIONAL NOTES. 4. WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O/C EiTHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL (3X STUDS EDGES 4 3X SILL PLATE) AND NAILS ON EACH SiDE SHALL BE STAGGERED. 5. NAIL SPACING BELOW 4" 01C SHALL HAVE A PRE -DRILLED HOLE, WHEN USED, WHICH CANNOT EXCEED -mft OF THE NAiL DIAMETER (BUT SHOULD BE AS CLOSE TO 15% AS POSSIBLE), IT IS ASSUMED THAT UNSEASONED LUMBER WILL BE USED. 6, USE 4X BLOCKING m LAG SCREW WITH FLAT A35. 1. USING ALL THREAD ANCHORS WITH SIMPSON ET22 EPDXY (3 DIA. EDGE DISTANCE), 8. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 INCH NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2 INCHES ON CENTER, ADDITIONAL SHEAR WALLS NOTES 1. STUCCO AND/OR STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL WILL BE WATERPROOF WITH A MINIMUM (2) 15* FELT UNDERLAYMENT. 2, ONLY COMMON NAILS WILL BE USED FOR ALL PLYWOOD SHEAR WALLS AND NAiL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 3, ALL BOLT HOLES TO BE DRILLED i/32" MIN, TO 1/16" MAX. OVERSIZED. ENGINEER MUST VERIFY. 4, THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN LOAD GREATER THAN 300 PLF: A, PROVIDE 3X SILL PLATES FOR SILLS THAT REST ON CONCRETE OR MASONRY B. PROVIDE 3X STUDS BETWEEN ADJACENT PANELS. IF IT IS NECESSARY TO USE (2) 2X MEMBERS BETWEEN PANELS, SPECIFY i6D NAILS WiTH STAGGERED NAILING 4 SPACING NO GREATER THAN THE REQUIRED PLYWOOD EDGE NAILING, C, PROVIDE 1/21" EDGE DISTANCE FOR THE PLYWOOD BOUNDARY NAILING. D. PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS. 5/6" DiA. BOLT - 2,5"+ X 2.5" X 1/4" 3/4" DIA. BOLT - 2.15" X 2.15" X =✓/ib" 1/5" DIA. BOLT - 3,0" X 3,0" X 3/a„ i" DiA. BOLT - 3.5"" X 3.5", X 3.a"" OWNER/CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF BUILDING AND SAFETY WHEN THE EXCAVATION REVEALS UNFAVORABLE CONDITIONS THE SERVICE OF OIL ENGINEER AND/OR GEOLOGIST MAY BE REQUIRE. ALL CONTINUED FOOTING SHALL BE: -ONE STORY : MiN, 12" WIDE X 24" OF, WITH 2-*4 AT TOP AND BOTTOM -TWO STORY : 16" WIDE X 24" OP. WiTH 2-05 AT TOP AND BOTTOM r COLUMNS AND POSTS. t COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR TO WATER OR iN BASEMENT AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SUCH FLOORS, INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8" ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. AC) Inc. Amft Dembsk Assoc, RtI Commercial Plans permits Engineer#ng EnargyT24 New Construction Remodeling Additions S699 1Kanan Rd 0133 Agoura Wills, ls, CA S 1301 tel: (818) 614-6034 amitd*Ix,netcom.corn o AOG 2004 All drawings and written material appearing herein constitute the original and unpublished work of the designer, and may not be duplicated, used or disclosed without the written permission of the designer or approved representative. REV *1- 06-15-04 REV *2: 09-08-04 lu z DATE 2©04 SCALE AS SHOWN DRAWN Fr-3oo JOB SHEET STRU TURA NOTES P PLATE SHEAR PANEL PER SWS WHERE OCCURS ROOF SHEATHING B.N. ROOF SHT'G PER PLAN DEPUTY INSPECTION 15 REQUIRED D.F.P.T. SILL PLATE S.N. 2X R.R. PER PLAN 0,7 DRILL 5/8" 014, HOLE W/ 5/all t>14, x 10" A.B, USE SIMPSON SET EPDXY a 4811 D.C. MAX EMS. *V MIN WOR PER PLAN 2X SOLID BLK'G 2X C,J WHERE OCCURS RRO 252*M ICSO ER�44B45 W1 2,5"X2,5"X,25" PLATE WASHERS Ll .1 _PER PLAN PLACING #4 BARS X 30" LONG (N) 4" THK CONC, SLAB W1 04 BARS PER SWEAR WALL SCHEDULE . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I lxro T*G DOWELS a TOP AND BOTTOM 16" 0,C. E.W, OVER 2" SAND END NAILS STARTER 5DS. OVER 6MILL VISQUEEN MOISTURE BARRIER \—CS16 x 6'-0` WITH ad AT 4" O.C. OVER 2" SAND,--\ \— PER PLAN (N) FOOTING WEEP SCREED W/ 3.5" FLANGE 2x SHAPED R.R.B.N, INTAIN MINIMUM 4" TO F.G, BLOCKING BETWEEN STUDS WHERE OCCURS PER PLAN (E) FOOTING 4 2" TO PAVED SURFACE —f, A A' A%, POST PER PLAN 5-166 TYP. SWEAR PANEL PER PLAN 2X SLK'G a 24" O.C. z a Z_­a C.J. PER PLAN frod NAILS 2411 �S,S,T A356 24" O,C. MAX WHERE OCCURS PER Sw '4 a F_ _--6PS EDGE NAILING ALONG t L7- T__ff PER SWSJ. PER PLAN % POSTS, TOP AND BOTTOMa /—WHERE OCCURS }r,, 77�_T S.N.5,N. S.N.B N PLATES, AND 4x BLOCKING 41 L, z, 3" CLR, SLOPE FIN. GRADE AWAY FROM A 2x DBL. PLATE (N) CONC. FTG1 BLDG MIN 2% 4" CLR, ---2x STUDS WALL 16O.G.4, c> W/2-04 BARS 0 T4B NOT SHOWN " <7 5.N. PER PLAN A A A HOLD DOWN - SEE PLANS SHEAR WALL PANEL il PER PLAN it 12" MIN. SILL PLATE WHERE OCCURS SIMP, A-35 FLAT PER SWS — L 24"-- PER PLAN SHEAR PANEL PER PLAN —04 mo TOP AND BOTTOM TYPICAL EXTERIOR WALL FTG, li TYPICAL HORIZ. TIE AT OPENING TYPICAL ROOF EAV E DETAIL TYPICAL SHEAR TRANSFER TYPICAL FOOTING CONNECTION SHEAR PANEL PER SWS (N) FLASHING WHERE OCCURS E,N. CONt 2X FLAT W/ SWEAR PANEL PER SWS D.F.P.T, SELL PLATE (3) 166 PER R.R. WHERE OCCURS W1 B,/8" DIA. X 10" A.B. 15/32 CDX PLYWOOD S.S.T ST-221519 32" O.C. (N) 2X RIDGE 6 48" O.C. MAX EMS. "I" MIN W166 COMMON NAILS 66:6.12 (N) ROOF RAFTERS W1 2.5"X2.5`X.25" PLATE WASHERS (N) 4" THK CONC. SLABW1 04 BARSPER SWEAR WALL SCHEDULE ROOF SWT'G 6 16" O.C. E.W. OVER 2" SAND END NAILS PER PLAN OVER to MILL VISQUEEN MOISTURE BARRIER 2-2X 5.N. OVER 2" SAND. 8'-0" (LAP) W-O" (LAP) TOP PLATES A-35 'D 16d NAILS NAILS CRIPPLES (E) CONC. SI-45 ON GRADE MIN, 25 NAILS/LAP MIN, 25 MAILS/LAP W/ CONT. FOUNDATIONS 2X SOLID BLK'G FROM SLOG MIN 2% SHEAR PANEL 2-trod EACH R.R. PER PLAN Bel d 5.N. Il� 7 11L III= I IM Fil Hill 111=111 III= 2X R-R' PER PLAN 2X BLK'GFIL11-7 I`fTI=T TF _2X R.R, PER PLAN 61-T PIP I i T, =12 Fn- I I I (E) 2x C.J. 2 04 DOWELS INTO EX/ FTG. 4" CLR. <7° 2X STUDS I�IA EIIIW/ 5(MP 5ET EPDXY 2x RIDGE BOARD - 11 RR* 2521% 10130 ER-41345 \-2X •5LK/G W1 5-Irod NAILS PER SLK'G 0 \\—(N) CONC. FTG� OR RIDGE BM BLK,G (N) C,J, W/2-04 BARS is T4B PER PLAN PER PLAN S,S.T. "U" HANGER ts V V S.6,T, MST 31 4 , 4 1�_ Fill-- N) CONCRETE PAD - WIDTH , DEPTH AND 12" MIN,I41 REINFORCEMENT PER PLAN 6 PER PLAN A TYPICAL INTERIOR WALL FTG. TYPICAL SPLICE PLATE DETAIL 1 TYPICAL ROOF RAFTERS TO RIDG 10 TYPICAL CALIFORNIA ROOF TYPICAL UNDERPIN. PAD ROOF SHEATHING 2X SOLID 5LK/G (N) FLASHING SHEAR PANEL PER SWS 24" O.C. WHERE OCCURS LGENERAL �[OTES- CONT, 2X FLAT W/ 2x4 OUTRIGGERS LET IN ROOF SHT'G PER PLAN (3) I&d PER R.R. /--POST PER PLAN THROUGH WALL AT MAX. (N) 2X RIDGE D.F.P.T. SILL PLATE L_ Lj L_ L� L_ 1. SEE PAN FOR PLYWOOD THICKNESS 49" O.C. W/ 5/8" DIA, X 10" A.S. AND NAILING RAFTERS PER PLAN PER PLAN (N) ROOF RAFTERS (N) 4" THK CONc. SLAB W/ 04 BARS 6 48" O,C. MAX EMS, I" MIN -.BOUN"�ARY 2. MIN. SIZE OF PLYWOOD SHEET = 2'-O`x4'-O` 2X BLK'G 0 24" 0,C, 6 16" O.C. E.W. OVER 2" SAND SIMPSON COLUMN BASE W1 2.5"X2.5"X.25" PLATE WASHERS NAILIN 3, LONG DIMENSION OF PLYWOOD SHALL 5.N PER PLAN PER SHEAR WALL SCHEDULE I RUN ACROSS JOISTS OR RAFTERS _f --------------------- ---- OVER & MILL VISQUEEN MOISTURE BARRIER (N) 4" THK CONC. SLAB W1 *4 BARS --FIEL:> NAILI �G 4. NAIL EDGE DISTANCE -- -6" MIN AND 171 �Tj A39 Iro" O,C. OVER 2" SAND. m 16" O,C, E.W, OVER 2" SANE) END NAILS SHALL NOT 15E THROUGH OUTER PLY 2X4 RAKE E B.N. F OVER to MILL VISQUEEN MOISTURE BARRIER 5, CONTINUOUS PANEL EDGES SHALL 0 A-_S5 OVER 2" SAND, WEEP SCREED W/ 3.5" FLANGE RECEIVE BOUNDARY NAILING (S.N,) 24 O.C. -CRIPPLES MAINTAIN MINIMUM 4" TO F.G. o4 -V; /N troll D.C. 4 2" TO PAVED SURFACE _EDGI: . . ........ (N) 2X STUDS NAIL] G j1k, 2X SOLID BLKG 2-Irod 0 EACH R.R.A '4 2X STUDS a 1roll O.G. z *A 6" STEM Y_ 2x4 FLAT SLKG. WHEN —MI—N, T_ REQUIRED IN PLAN SHEAR PANEL e"'Ir— I FG 2X4 DIAGONAL BRACE PER PLAN B.N. 4, I>- "N I> JOISTS OR RAFTERS SHEAR PANEL Z - - I <1 NM 11 7E:111- % i�, c> 1'� I>'114- 4, 6 49" O,C. U.O.N. U.O�N, PER PLAN SLOPE FIN. GRADE AWAY > 3/&" DIA X5" LAG BOLTS (FJ 2x C.J. Z� t� 4, c" �b 31, CLR. FROM BLDG MIN 2% SPACED PER S.W,S <7 4 z 7712 -:111M III= 11L III= 1IM ill E. B.N.' --CONCRETE PAD L> c� 1> BOUNDARY 35,0 16" O.C. WIDTH , DEPTH AND DIAPHRAGH S.S.T A-BS (N) G.J.C�J, REINFORCEMENT Irv" O.C. PER PLAN PER PLAN r N 4" CLR. 41, 1, © E.&I. WIDTH PER PLAN <7 CONC, FTS' �_CEILING JOISTS SHEAR PANEL Ar 1, PER PLAN W/2-04 BARS a T4S SWEAR PANEL > PER PLAN PER PLAN 12" MIN. PER PLAN TYPICAL EXTERIOR WALL FTG, I TYPICAL DIAPHRAG11-1-rl SHT'G 1 TYPICAL RAKE DETAIL 11 TYPICAL CALIFORNIA ROOF TYPICAL POST AND PAD SPEAR PANEL P. PLAN FOR FI.00R XIST SIZE4 THROUGH -ROOF EXHAUST 4X, 6X SEAM SPaciN�NEW 4x POST --WHERE OCCURS A VENTS SELECTED AND PER PLAN PER PLAN LOCATED BY CONTRACTOR (E.N.)EDGE NAILING STAGGER JOINT 11. DEPUTY INSPECTION REQUIRED 2X SOLID BL<G N, (B.N.)BCUNDARY NAI IN SIMPSON 140A PER PLAN FACE OF VENTILATION CHANNEL 0 0 GRAIN AS RE&D TABLE BELOW _STR I PLYWOOD SHEATHING A35 PER -S.W.5 0 P,T. SILL PLATE (F.N.)FIELD NAILING I I BN PROVIDE (2) -2" DIA SEE PLAN SCREENED VENT HOLES E.N. SIMPSON CC COLUMN CAP 0 4'-0" x a'-O" TYP. FOR THICKNESS $NAILING PER SAY TO MATCH BM, PLYWOOD SHEATH, EDGE OF PLYWID. (MIN. DIM. OF ANY SHT, = IV') JOINT TO BE -C R-30 SAT --(N) 2X STUDS 4X6, 6X6 4 'A It, OF JOIST OR BLKG INSULATION 2x(o CONTIN. FASCIA 4X4 Iroll o.c, PER PLAN 11> -6" MIN, EDGE <7, 1 1:1 DISTANCE-TYP. 2XBLK'rz SHEAR PANEL NOTE. INTERMEDIATE OF -TAIL bla e -6" MIN, EDGE DIST, TYP, INSULATION DAM PEP, PLAN PROVIDE BOLTS PER SIMPSON SCHEDULE _tNAILIN r-OA V ='I LAGS SPEC'S. TYP, AL COLUMN CAPS I> A A A HOEDOWN ANCHOR MIN- EDGE MIN. EMBO, HOLE Djo4, BEARING PLATE MODEL DIA, DIST. DEPTH RR* 252133 SIMP. H02A r,/afi 1 3/4" 12 r,/611 5/8" " 1/161, 2.5" X 2".5 X 1/4" RR* 24918 SSTSIro SIMP, PD5A 5/8" 1 3/4" Iro 5/811 5/5" + I/Ig", 2,5" X 2".5 X 1/4" RR* 24816 SSTS20 SIMP, H0614 RR* 24818 7/611 SSTB20 1 3/4" 24-1/811 '1/811 1/161, 2.5" X 2".5 X 1/4" VMP, HDOA RR* 24818 1/91, SSTB28 13/411 24 -1/8l' Illroll ZVI X 2".5 X 1/4" I I $IMP. HDIOA RRO, 24616 -1/8" SST529 13/411 24 -1/8" 14' + Illro" 11 75X _211,rp X I A-35 e EACH BLOCK GUTTER (W FASCIA) PER 61W.S 6x SEAM 000, EXPOSED RAFTER PER PLAN 2X4 FLA BLOCKING BETWEEN TAILS t C.J. PER PLAN JOISTS TOE NAIL 2-106 EACH C.J. PER PLAN END. ALL EDGES TO BE BLOCKED, ,� SECTION A -A ROOF FRAMING TO BE PROVIDED WITH EN, 0 , 4 4 NOTE: AT FLAT BLOCKING A MIN, NET FREE VENTILATING AREA 411 A35 PER SIWANNNIIIIIIII _U;U_ NOT LESS THAN 1/150 OF THE AREA 1, ALL PLYWOOD SHOULD SE APA RATED, (SEE GENERAL NOTES) OF THE SPACE VENTILATED. Adlk el 2, LEAVE A 1/6" SPACE ALL END AND EDGE JOINTS ALL OPENINGS SHALL BE COVERED TO ALLOW FOR PANEL EXPANSION WITH CORROSION -RESISTANT METAL MESH SWEAR PANEL IL AF 3. MINIMUM PANEL DIMENSION IS 2'-0", WITH MESH OPENINGS OF 114 INCH IN DIMENSION, PER PLANGONG. PAD 4. USE FULL SIZE PANELS WHERE POSSIBLE. END DETAIL PER PLAN S. FOR ITEMS NOT SHOWN, SEE FRAMING PLAN. I TYPICAL HOLD DOWN 20 TYPICAL Poor- DiAPi-4RA,sm I TYP, ROOF VENT AT VAULTED CLG. 12 TYPICAL SHEAR TRANSFER TYPICAL POST TO 15EAM LOCATION COMMON NAILS PLYWOOD Cox STRUCTURAL INDEX ROOF ad a 6:12 15/32 24/10 A Inc, AmIt Dembek� 4 r 1660c. 6 1 d ant I a I m m a r c I a I Plana a r m I t a Engineering Eno rgg T-24 Now Construction Remodeling A d d I t I o n e 9699 Kaman Rd #133 Agoura Wills, CA 91301 Tel: (818) 614-6034 amit'doix.netcom.com a ARCHITECH DESIGN GROUP INC, 2004 All drawings and written material appearing herein constitute the original and unpublished work of the designer, and may not be duplicated, used or disclosed without the written permission of the daslgner or approved representative. REV 1: 03-26-05 REV 2 05-13-05 REV 3 Oro-OS-05 DATE 2004 SCALE NOT TO SCALE DRAWN AODL SWEET 9§=2 SAB �FNDATIONS 1.0 11�\ Certificate of Compliance: Ra iden i l (Par 1 of 2) CF-IR Certificate of Compliance: Residential (Part F-11 The Guvnan ResIdenc 5/2&20 5 The Ginn Restdence 512612006 1 Project T i- Date Projectuis '7°J8 West Occidental Street Santa Alga, HVACSYSTENS Project, P d&es s. qu.ffding peisreit f€ A,QG (81) ?'4- 3 He t •n Equipment r�� r� lit tff b tltian Type are Dud car' plan � i D r bon Aufl-w Tel ,pry TIC"pyf�ycra, , "heat, fidLir�ta Y Location Piping as%at �Locat, n I E Computer `"dr'C, t k iE�uf .ri Performance{;# -Field'1: �4 a ms' � y S,�Ef } f�i`i.1 ,Y's i'''"'+-�d` '41�'+dE- 4.FY�0:G 9sF 'tdu� £a' i' '��.A�'1.... !' ....' ,aloe-. -T^herr t ype `a omfnents 2=14noe Met Tod ' .Px2Lk a. cti�Zone E"'forcefftent Use r"�:'�rttsal �31k3'f.�°Y.� � ��'} � ' _i=b$Ti t2',Atitn tfr. I;y saarag roc PAc�rrar?sajz.,*+w- GENERAL INFORMADON Total Conditioned Floor Area: 345 Average ili?ng H ight` .G ft Total Conditioned SlabArea: 34 Sul ding Type': ti ck' s1 f f r ogling Equip�fr ent t `ir�i la f Type t if'c nxda € n'l r, Et i n Dud Location Dud Thermrlostat Location I El in le :Farnily Detacled Q Addition fleet pia , 1 i caii , . EER > ,etc: F °lt4e T p orni Tg=ents HSingle :Family Attached ®r---i Existing Building Split Air ton ltiora � � � � �" �:r� t fkltfiti-Famil u Existing Blue Addition Front Orientation: (No h'),Q de Floor Construction Type: Slat, Floor Number cfi Dellintg Units: -27' Number of St nes: t ❑ Raised Floor WATER!HEATM SYSTEMS Fated � Tank Ener y Fact' � :External, to in ;rmah"_€mr'mi • [iCik Water Heater Water H.at > System Name �a 0tathbrutio�n y� i put �ystGtir ViaDr-Recver Stand TangIn uf. �l'�f�' E . j ton t, cornpa ent Frame Assembkly ITMVWTIxl Ram 3 s+q Tyrye Orientation Area Fene—strationt Exterior Overhang aide Fins H w i t Y r ! fN .' t ■ I� l� x MGM .! gr s iitwked ssaftfa an a..ier: rkaa superseded k+ ir�a� stri a2 : s'� � � . Y =noiarme rep4re*tts fish sore t C?rtKff"as::ste of ICOMW�O3aers t ckilst fs+ irnusr; Karatt i thewmit th e ties nowl :trail be owm:dwed by al parties .rftrsvaana owroporseat tfores+iar�m spedi€ irat f>sr rrrartaxryx rrvaew wh edw tivey we silvwr elsesimre M et?a &'Mff4Vft or on * s.'sewist cmy DE,SC,PJP71ONt3mi., Ch&--k or 3vift � �? .l�W'�"i'fu� Mkt` �?#'ktL'9` �a?�4. i%;n�At f i� � t . lw� �RUMET Building Envelope Measures 3t k i f it tar n7 f ai rs.lat 1Z-Va ue. Q�'�'l'�: i!iFP.fsB"zla't.'i� �.� ram. f4catar 37v„b7��ts�'i 33� �IsYl7t' ff,t�{}r ii3�.ait. "water alsoTibm ram no'gratei ftm 04 , water vapor transivissbhratew greater ti an 7.0 retsvinch. Ot i8: Ire?-- ion sped"spedfied or iftstaliedits nsulaton quainyr standwd.. it snag type and tom. i t!� 'f3; Feetestratleak ?r2'Sa2e,. E�s:DaTit€,r t�Zcrs aac� irFfrStrat�zr�rfiitaaS Ca�trtt�nt= t, t}Mss and w1mdools betvAsen con its Td spaces des4ned to fisxfit aaa ia3`kay. 2, Fenestfatbn Pre,&sts #ex tra ffieid faVcat "p have i"'Aitit Camel tf-F w, cattif 4T Heat min Q�efffmient (SMGG)s" is 0trara cedif -=Cm, 3. Ext -'.r stars and 'Atlwat+rpi ; aCi sots and t*Uafi*ns o€tri" and ssaw,. 150(&. V c4r16an t9i datw ' in Climate .L + 1,4 aTd 18 mill, 1�❑J ri�R �i1'{TaIRS�tila`ii$'4`3i��Lr �ry�St!53�I�L'� tQ4i ` u��. 1��43M �k �u�� L� "Wu{i��r'i�.� ,i' ��� �3t<3i � i�"F '-�^SiJH� �t'�. fftr y�� of t L_ w�. �dm "Uersc2etaseGas [__1 i�ep. it t ti re t r;zr 4. Ap;Ojsw_:esand Gasiqls. t VasonTyt ard factorv-tUA f#replaDes hare: a. Closeable v*tal or �s v cor t,. atxtxi e air irr ke with damper aria' sonuoi c. Rue Wiper and tontrp9 2. No fmucti:: burriing gas pilots sue: SpaceCon1ditioning, Water Heating and-Plu;mbing System Measures t 9w: i''VAC t*nant. water Eseaters, stvAwheads a kau ets op&fied by the GmgAs�. ® i #s : Bestir ' afwet 000ling i0a&-oalvomm amordanne %qth ASHRAE, WALMA or ACCA. �t��ti�: a�tt Yit�7?iita.�.t32 vrt ail aiit� itt at�s:tr iT _�a�.. K: -loTa s water heatets r Witte -an erg Factor 369s than 0.68 mizirt'be externaty -"awed V-0 ins-Waii p :swarm anintailled tiWnW sistewze of 1442 ox a estwr k. Feist 5 feet of Apes tiosest tea wry her tazrk, systeins, arsdiaal fR4 or greatet) 1 B k-up Mks fees .stag systems, umfked storage t s, ear otter ipxwea totwater ate€ tanks, have R 42 wounal i ulstbn or R kt C00tated, wtemaliextetul bsubt . 4: Ali bwisd or eqnedpiii3 ' su'bat iia r a ter settees of i t watei syste'T4.. Vie. xiingsg ysterga p§*nt belowW ftiees F. insu 6. pjoiv insteet-mvw' haztft soarre . d' andgrect 36:t water tar*' BY may'-ft User tFtumb r: 5A t4 Jzb umt*r: "p:5 of 40 50 GAL (E) WMARKS 'ONPUANCE'STATEUM -rnis oertificete at tomplienm lid Me building f tta 3 and.specifications needed to cornply %with Title 24, Perbl and 6 of t Califtnis Code of Regulstions, and the a rrtirki ati m' amlati -too lnWlsmAnt there. This certificatebw been- siWied by the indiv.idusl awl i design resporisibi I itye. The undmigned iretzgnize, thetmmpitanm using duct sealft and TXV°s requim installes teging. and cedii and field verifiwwtion by an aW. toved HERS a`ataea. DeskgwrorOwner (persumness &,pirolessions code) lit" Na r11a: Neal , Affnit Z=bdW Tttleffiirni: A . inc,, TifielRrm: Address. ww margin Road Oi ,3 Address,,. was l mare Rd. #i ss Te°le;p t n i Tei•ept4 rte: � 67 'U Lip:. ; 0J_ lroatu�ee� t�;at�� �sirkatasr�,� sfte� E 1for eat , Narrfw Title trrnt Address, Tale=ph eana: fi :•` t Asa ies qwW buff* s*tot to the rtls t n is �#�3 a3 � t4fil�ss +�l t error# She ta'rm�� e� , IttzA mi to �atls ast k . b a s � ' sGt ssf aim: its n• f t ` ' r arid` { �' ' t mart t sl aiat errrias � stma", u wtetter they .-w simn ebeMe t?za caa sls for op *ia. &sedftt onty. DESCRIPT16 k; str k i ifiid apfiBoaOW !� or enter r a MS � �rr�rt.i�'rtar�,'>t i-li��in a�fi l�li�f�it`i ate sir �,��anfi�# .mice), ourfs*4 Fams; . duets a i±a5 1raubted V aft tilt, TMCWC M. 60 4 and mi :, tta is i to a cif R.- �r siu: a :�xafi e 9 Mow t. gar rti 4 t€r s 2 tart tl sat 9a riff t t tfd t '!A Paz tdt toh if teabe used.. rem opvdng� tf�ta trx� ..� esf i �r siz�s4a €rr � ba: iz� a�t�Z: `ExaT> zsi m . Joirtts' of €ttkcli s ty 6 t e`a rtt�ays�zats t a � seeled a ,S tir b.63a r #i e we t t 'a s fi pa is. V W�ffi �. ewe s Sc at ttor ter _; r' or w�st W ft terigos der than s $1eet metill +fit t .or i 6=4 st i rot be tisii €aor_ vey _an'. r : itar fat€� i Q t iim sayer sv fob? a ,t . sag{ to, use ietas�s t 5aMi_6f."V[t4 dimis., 3. rarer says eat °fit:fit k s Teat be_ z bwkubbex'ave... ct t is ass sweb, as taps in iy= itw dry s; 4. SAausf fs yyWas h'tea draft 'oauton aft pse: GYoity verxtlilitba iyst � ,�;efg ''ai 6ig} t _ Ftotentivia of inswatim. l = ' 11 ?pal a -ap, iamuft Viet � a zE '` ' e. ip mend "natte. t•Sat'mt fthet to tits tw f4sosfivli im a r . , atdbie; f'iI seiy e.q., teic sr f . sim-0 Mew, 0 5.V` Me,rar. 601veo:. 5 :, inmgatiDris � --fig pr as, t ktie o .1. a e.004t"r ftt is let��In Wtd aims -Vwav �s>isrs sir tmss>sf�ait.�d itaf: 1. t. f �'aW tfs�r�raat effR off ssa�.. ' ff � zs�tat;, gas �iaa� tsrian: .2. Systems k mstaw, v4fitb at'! f W of tei4ve>ask ffitef ark ea(W fear f le x. mar ftar ,Aker 0,W10 or.' a. At bast We(W- telween .� t ter f6f fire saw fiss #. Cover fear cAddoor w wtdzw sy. . 3, POTA system 'has &e0fimminfets a ;a Zkowation F'4p fine switoh. Qt is So ffr tray f1�", $ „ Or k �ses 4104-11A. takerpft,Wit. tmra.',td e trbooking_ "p'§as: 1h Pkt 1� 153 ShAKI L004 Measure g�.a�r� mist `kats�'ss:- Ti�ss .�r� fsti sib ` �`t''iiye � s et � tr�S Est sit am.erCraTf � tree Yr�tatuar�: iw: Reams A a zbi w or i tlstaala us s nt f vex eiithw at t a e Mw wit psMink seta of u* of 5.hmwsMatt r t it at t � tot i*m !' o t asters tea tiic a first era m- 4rk�.:,vs fi a IC �1G i azt'e�4°�a�' r�aw .' 11 �,t ��r Ersera@'t �' trserirr6trr::�a'4� �.. i+iakrar: �:� eaG' it1" Inc,C) AOOO Assoc, R 8 T d e n t i a l mmarc I a I Plana p a r m r t a Emer9yT-24 New Constructrcan RaM0daIJnr,� AddItions 56139 Kaman Rd 0133 Agoura H111s, CA S1301 Tel. (818) 614-6034 Fax: (888) 202-'1't11 amttd�Jx.n�tcom.com 0 ARCHITECH DESIGN GR0UP INC. 2004 All drawings and written material appearing herein constitute the original and unpublished work of the deelgner, and may not be duplicated, used or disclosed without the written permission of the designer or approved representative. SCALE AS SHOWN DRAWN JOB SHEET VA