All drawings are subject to copyright protection by law. Reproduction in ELM AVE OWNER: any form is expressly forbidden without prior approval in writing from 145.24' NAME: CHIMA AMRIK S / SHAMSHER K PZSE, INC. ADDRESS: 9631 SOARING OAKS DR. ELK GROVE, CA 95758

PARCEL LOCATION: ADDRESS: 9048 ELM AVE ORANGEVALE, CA 95662

PARCEL DESCRIPTION: PZSE, INC. 8150 SIERRA COLLEGE BLVD., A.P.N. 213-0162-044-0000 ST. 150 ROSEVILLE, CA 95661 ZONING: OFFICE: (916) 961-3960 FAX: (916) 961-3965 ZONE: AR-1 WWW.PZSE.COM

FLOOR AREA SUMMARY: STAMP EXISTING FLOOR AREA: 3,950 SF EXISTING GARAGE: 0 SF ADDITION FLOOR AREA: 0 SF TOTAL SQUARE FOOTAGE: 3,950 SF

LOT COVERAGE SUMMARY: 220'-9" TO PL

PARKING EXISTING RESIDENTIAL FOOTPRINT: 3,950 SF EXISTING GARAGE FOOTPRINT: 0 SF ADDITION FOOTPRINT: 0 SF TOTAL LOT COVERAGE: 3,950 SF

275.00' 275.00' LOT AREA: 51,401 SF THIS DRAWING IS NOT TO BE CONSIDERED FINAL NOR IS IT TO PERCENTAGE COVERAGE = 8% BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED BUILDING DATA: BY THE PROJECT ENGINEER

DRIVEWAY TYPE CONSTRUCTION: V-B OCCUPANCY GROUP: R-3 FIRE SPRINKLERS: YES X NO____ PROJECT MANAGER: PKZ

BUILDING CODES: DESIGNER: ___

AS A MINIMUM, ALL WORK MUST CONFORM TO THE FOLLOWING AS AMENDED BY THE LOCAL DRAFTER: 383'-9" TO STREET HAD JURISDICTION, IF ANY: (E) SHED 2013 CALIFORNIA BUILDING CODE (CBC) CHECKER: PKZ 18'-0" 2013 CALIFORNIA RESIDENTIAL CODE (CRC) TO PL 2013 CALIFORNIA PLUMBING CODE (CPC) 2013 CALIFORNIA MECHANICAL CODE (CMC) REVISIONS: 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA ENERGY CODE (CECS) No. Revision Date 2013 CALIFORNIA GREEN BUILDING STDS. CODE (CGBSC)

18'-0" 56'-9" (E) SITE PLAN NOTES: (E) SHED TO PL SHED 1. CALL UNDERGROUND SERVICE ALERT AT 1-800-642-2444 LOCATE ALL EXISTING UTILITIES PRIOR TO DIGGING. 145.24' 2. THE LOT OWNER AND ON SITE BUILDING CONTRACTOR ARE TO REFER TO THE DESIGN GUIDELINES, ARCHITECTURAL CONTROL COMMITTEE REQUIREMENTS AND THE 527'-6" TO STREET RECORDED C.C.&R'S VICINITY MAP 3. THE OWNER AND CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK AND SHALL NOTIFY PSZE, INC OF ANY NOT TO SCALE DISCREPANCIES. 4. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/ OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF PZSE, INC AND RESOLVED BEFORE PROCEEDING WITH WORK SO INVOLVED. 5. ANY ADDITIONAL CONSTRUCTION COSTS RESULTING FROM UNREPORTED DISCREPANCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. SLOPE GROUND AWAY FROM FOUNDATION AT 5% SLOPE A MINIMUM OF 10 FEET AWAY.

SCOPE OF WORK: 1. DEMO EXISTING STRUCTURE PER DEMO PLAN. 2. REMODEL EXISTING STRUCTURE PER PLANS. 106'-3" TO PROPERTY LINE

WORK TO BE PERFORMED SHALL BE ALL FRAMING, ELECTRICAL, MECHANICAL, PLUMBING AND FINISH WORK AS INDICATED BY THESE PLANS.

INSULATION: SEE TITLE 24 CALCS FOR WATER HEATER AND HVAC UNIT REQUIREMENTS. 5'-0" TO PL LOCATION: INSULATION: (E) SMALL EXISTING RAISED FLOOR: N/A HOUSE EXISTING WALL: R-11 FIBERGLASS BATT EXISTING CEILING: R-19 FIBERGLASS BATT

NEW RAISED FLOOR: R-19 FIBERGLASS BATT NEW WALL: R-13 FIBERGLASS BATT

250'-0" TO PROPERTY LINE NEW CEILING: R-38 BLOWN IN TYPE VIKING BUILDERS PARKING 354.55' 354.55' 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821

130'-4" TO EXISTING SMALLER HOUSE LEGEND: CLIENT: PROJECT:

DRIVEWAY AREA OF REMODEL PROJECT NUMBER: 2016-08203

45'-0" TO PL PROPERTY LINE SHEET INDEX: DATE: 10'-0" TO PL CS-1 -COVER SHEET- COVER NOTES, GENERAL NOTES, SITE PLAN AND VICINITY MAP RIGHT OF WAY A-1 EXISTING 1st FLOOR / DEMO PLAN 10-17-2016 (E) MAIN HOUSE A-2 1st FLOOR PLAN A-3 1st FLOOR ELECTRICAL PLAN A-4 EXISTING 2nd FLOOR / DEMO PLAN SHEET TITLE: SETBACK / P.U.E. A-5 2nd FLOOR PLAN A-6 2nd FLOOR ELECTRICAL PLAN A-7 ELEVATIONS 8'-0" TO 16'-0" TREE DIAMETER A-8 ELEVATIONS S-1 FOUNDATION PLAN -COVER SHEET- S-2 2nd FLOOR FRAMING PLAN S-3 ROOF FRAMING PLAN COVER NOTES, 5'-0" TO 7'-0" TREE DIAMETER SD-1 STRUCTURAL DETAILS SD-2 STRUCTURAL DETAILS GENERAL NOTES, SD-3 STRUCTURAL DETAILS 60'-0" TO PL SD-4 STRUCTURAL DETAILS SITE PLAN AND 2'-0" TO 4'-0" TREE DIAMETER SD-5 STRUCTURAL DETAILS SD-6 STRUCTURAL DETAILS SN-1 STANDARD NOTES VICINITY MAP GN-1 GREEN BUILDING STANDARDS 145.23' SITE PLAN SHEET NUMBER: SCALE: 1/32" = 1'-0" CS-1 All drawings are subject to copyright protection by law. Reproduction in EXISTING / DEMOLITION NOTES: any form is expressly forbidden without prior approval in writing from 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING TO DETERMINE THE PRESENCE OF ANY/ALL HAZARDOUS MATERIALS. INCLUDING BUT NOT LIMITED TO ASBESTOS AND PZSE, INC. LEAD PAINT. ANY AND ALL REMEDIATION WORK SHALL BE INCLUDED IN BID.

2. THE CONTRACTOR'S ELECTRICIAN SHALL INSPECT THE ELECTRICAL SERVICE AND CONDITION OF SYSTEM IN AREAS OF WORK AND MAKE WRITTEN RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN. ANY REQUIRED REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID.

3. THE CONTRACTOR'S MECHANICAL SUB-CONTRACTOR SHALL INSPECT THE MECHANICAL UNITS AND CONDITION OF SYSTEM IN AREAS OF WORK AND MAKE WRITTEN PZSE, INC. RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN. ANY REQUIRED REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID. 8150 SIERRA COLLEGE BLVD., ST. 150 4. THE CONTRACTOR'S PLUMBER SHALL INSPECT THE WATER SERVICE AND CONDITION OF ROSEVILLE, CA 95661 WATER AND SEWER LINES AND WATER HEATERS FOR AREA OF WORK AND MAKE OFFICE: (916) 961-3960 WRITTEN RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN . ANY REQUIRED REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID. FAX: (916) 961-3965 WWW.PZSE.COM 5. CONTRACTOR TO REVIEW AREA OF WORK TO ALLOW FOR REMOVAL OR RELOCATION OF ALL EXTERIOR HOSE BIBS, CLEAN-OUTS, VALVES AND CONTROL BOXES THAT CONFLICT STAMP WITH PROPOSED RENOVATION. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO OWNER OF ALL SUCH ITEMS PRIOR TO START OF CONSTRUCTION.

6. CONTRACTOR TO REVIEW EXISTING FLOOR FRAMING AND FOUNDATION AT ALL TRANSITION AREAS FROM AREA OF WORK. CONDITION AND LEVELNESS MUST BE SATISFACTORY OR CONTRACTOR SHALL PROPOSE ADDITIONAL DEMOLITION / REPLACEMENT, IN WRITING, TO OWNER PRIOR TO START OF CONSTRUCTION.

7. CONTRACTOR TO REVIEW ALL EXISTING FRAMING FOR PRESENCE OF DRY-ROT AND / OR MOLD. ANY AND ALL REMEDIATION WORK SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER, IN WRITING, UPON DISCOVERY.

THIS DRAWING IS NOT TO BE CONSIDERED FINAL NOR IS IT TO (E) 4040XO (E) 10050XOX BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED (E) 3070 BY THE PROJECT ENGINEER

PROJECT MANAGER: PKZ

(E) OFFICE 1 (E) DINING DESIGNER: ___ 10'-0" CLG. (E) 4040 XO 10'-0" CLG.

(E) 5050OX CARPET WOOD DRAFTER: HAD

(E) 2040 XO (E) 4040 XO (E) 4040 XO (E) 4040 XO CHECKER: PKZ

(E) 2670 (E) 3070 (E) BATH 1 REVISIONS: 8'-0" CLG. No. WOOD Revision Date (E) KITCHEN 10'-0" CLG. (E) STAFF WOOD BEDROOM (E) STAIRS (E) BATH 3 (E) BEDRM 1 (E) BEDRM 2 8'-0" CLG. VARIES 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. CARPET TILE CARPET CARPET (E) LIVING ROOM (E) BATH 2 CARPET

(E) 10050XOX 10'-0" CLG. 8'-0" CLG. CARPET/WOOD VCT (E) 2668 (E) 2668 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070

(E) HALL (E) 2670 (E) 3070 8'-0" CLG. WOOD (E) 3070 (E) 3070 (E) 3070 (E) 4040 XO (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 3070 (E) 2668 (E) 2668 (E) 2668 (E) 2668

(E) OFFICE 2 (E) LAUNDRY (E) STORAGE (E) BATHRM 4 (E) BEDRM 3 (E) BEDRM 4 (E) BEDRM 5 (E) BEDRM 6 10'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. CARPET VCT VCT TILE CARPET WOOD CARPET CARPET (E) 4040 XO

(E) 5050 XO (E) 4040 XO (E) 4040 XO (E) 4040 XO (E) 4040 XO (E) 4040 XO VIKING BUILDERS 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 CLIENT: PROJECT:

PROJECT NUMBER: 2016-08203

DATE: 10-17-2016

SHEET TITLE: EXISTING 1st FLOOR AND DEMO PLAN SCALE: 3/16" = 1'-0"

WALL LEGEND: (EXISTING / DEMO) EXISTING FIRST

(E) 2x STUDWALL TO REMAIN FLOOR / DEMO (E) 2x STUDWALL TO BE REMOVED PLAN

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. A-1 All drawings are subject to copyright CARBON MONOXIDE ALARM NOTES IN EXISTING DWELLINGS protection by law. Reproduction in (R315): any form is expressly forbidden without prior approval in writing from WHERE REQUIRED IN EXISTING DWELLINGS: WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, PZSE, INC. REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH THE ABOVE. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.

ALARM REQUIREMENTS: SINGLE- AND MULTIPLE-STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2075. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN PZSE, INC. ACCORDANCE WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, THE CURRENT EDITION OF NFPA 8150 SIERRA COLLEGE BLVD., 720 "STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE (CO) DETECTION AND ST. 150 WARNING EQUIPMENT" AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA 720 ARE ALSO ROSEVILLE, CA 95661 ACCEPTABLE. OFFICE: (916) 961-3960 FAX: (916) 961-3965 CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R315.1 AND R315.2 SHALL BE WWW.PZSE.COM FRONT INSTALLED IN THE FOLLOWING LOCATIONS: ELEVATION 1. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE 1 VICINITY OF THE BEDROOM(S). STAMP 2. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. A-7 POWER SUPPLY: IN EXISTING DWELLING UNITS A CARBON MONOXIDE ALARM IS PERMITTED TO BE SOLELY BATTERY OPERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF ATTIC, BASEMENT OR CRAWL SPACE.

1 INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE 85'-5 2" INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF 30'-61 " 6'-71 " 9'-51 " 9'-11 " 9'-71 " 9'-111 " 10'-11 " THE ALARMS IN THE INDIVIDUAL UNIT. 2 2 2 2 2 2 2 EXCEPTION: 1. INTERCONNECTION IS NOT REQUIRED IN EXISTING DWELLING UNITS WHERE REPAIRS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES, THERE IS NO ACCESS BY THIS DRAWING IS NOT TO BE MEANS OF ATTIC, BASEMENT OR CRAWL SPACE, AND NO PREVIOUS METHOD FOR CONSIDERED FINAL NOR IS IT TO INTERCONNECTION EXISTED. (E) 4040XO (E) 10050XOX BE USED FOR CONSTRUCTION MULTIPLE-PURPOSE ALARMS: CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS UNLESS STAMPED AND SIGNED (E) 3070 SHALL COMPLY WITH SECTION R315, ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR BY THE PROJECT ENGINEER LISTING AND APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHAL, FOR SMOKE ALARMS.

(N) DINING ROOM (E) DINING ROOM PROJECT MANAGER: PKZ 10'-0" CLG. 10'-0" CLG. PLUMBING AND MECHANICAL NOTES : WOOD WOOD 10'-7" DESIGNER: ___ 1. WATER CLOSETS MUST BE 1.28 GAL/FLUSH. 12'-8"

(E) 5050OX 2. ALL TANK WATER HEATERS SHALL HAVE APPROVED SEISMIC BRACING PER CODE (CPC DRAFTER: 12'-9" 510.5) AND BE LOCATED ON A PLATFORM 18" MIN ABOVE GARAGE FLOOR (WHERE HAD

" OCCURS). 2 1 (E) 2040 XO (E) 4040 XO (E) 4040 XO (E) 4040 XO 3. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH CHECKER: PKZ BACKDRAFT DAMPER. 1'-5 4. DRYERS & COOKING UNITS MUST HAVE CONDUCTOR WIRES W/ INSULATED NEUTRAL & 4 (E) 2670 PRONG OUTLETS. REVISIONS: "

(E) BATH 1 2 5. TWO SMALL APPLIANCE CIRCUITS IN KITCHEN ARE LIMITED TO COUNTERTOP/WALL 24'-3" 1

" 6. PLUMBING WALLS MUST BE 2" WIDER THAN PLUMBING PIPE SIZE. 8'-0" CLG. 2 No. 1 4'-9 (E) BATHRM 3 7. PROVIDE FIELD INSPECTOR WITH ALL LISTED EQUIPMENT AT TIME OF INSPECTION. Revision Date WOOD

29'-0" 29'-7" 8'-0" CLG. 8. INSULATE ALL PIPING USED TO CIRCULATE HOT WATER WITH R-4 INSULATION OR 6'-2 EQUIVALENT.

" TILE 13'-8" 2 9. THE PRESSURE-ABSORBING DEVICE AT THE FOLLOWING QUICK-ACTING VALVES: (E) LIVING ROOM (E) KITCHEN (N) OFFICE 1 1 DISHWASHERS AND WASHING MACHINES IN DWELLING UNITS SHALL BE EITHER AIR CHAMBERS OR LISTED MECHANICAL DEVICES. CPC SEC. 609.10

10'-0" CLG. 10'-0" CLG. 8'-0" CLG. 11'-0 13'-8" (E) BEDRM 1 (E) BEDRM 2 10. PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE CARPET/WOOD WOOD CARPET 2 8'-0" CLG. 8'-0" CLG. BIBS, AND LAWN SPRINKLER / IRRIGATION SYSTEMS. CPC 603.4 " (E) BATH 2 5'-9" 2 5'-61 " 4'-01 " 5'-31 " 1 CARPET CARPET 11. WATER HEATER SHALL HAVE A COMBINATION PRESSURE AND TEMPERATURE RELIEF A-7 1 8'-0" CLG. 3'-0" 2 2 2 4'-7 2" (E) 10050XOX " C " VALVE. RELIEF VALVES SHALL EXTEND TO OUTSIDE OF THE BUILDING WITH THE END OF

2 L 2

5'-3" VCT 7'-2" THE PIPE NOT MORE THAN 2 FT. NOR LESS THAN SIX INCHES ABOVE THE GROUND AND 1 1 15'-3

" POINTING DOWNWARD. CPC SEC. 608.5

RIGHT "

(E) STAIRS 2 2

1 12. ALL AIR DUCTS ON GARAGE SIDE AT FIRE SEPARATION SHALL BE A MINIMUM OF 26 44'-5 44'-5 ELEVATION 1 VARIES GAUGE GALVANIZED STEEL. CBC 302.4 2'-4" 2'-7 (E) 3070 2'-4 (E) 3070

(E) 3070 CARPET (E) 3070 (E) 3070 2 13. BATHROOMS AND UTILITY ROOMS ARE TO VENTED WITH A MINIMUM, 50 CUBIC FEET PER 1 MINUTE INTERMITTENT OR, 25 CUBIC FEET PER MINUTE CONTINUOUS, EXHAUST FAN. CBC L 20'-4 " A-8 C 2 3'-0" 3'-6" 3'-7" 2'-4" 1203.4.2.1 & CRC 303.3, 303.4. " " 2

2 14. NO HVAC OR WATER HEATER VENT SYSTEM SHALL TERMINATE LESS THAN 4'-0" BELOW 1 1

C C (E) 3070 (E) 2670 " L 1 L LEFT OR TO THE SIDE, OR LESS THAN 1'-0" ABOVE ANY DOOR OR OPERABLE WINDOW. CPC

2 4'-5 "

1'-8" 1'-6" 1'-4" 2 2'-0" 1'-6" 5'-0" 5'-0" 1

1'-3 ELEVATION 517.5 & CMC 806.6 (E) 3070 33'-10 15. OPTIONAL JACUZZI EQUIPPED WITH WHIRLPOOL / MASSAGE MOTOR:

1'-5 (E) 3070 A. THE MOTOR SHALL BE UL LISTED FOR (E) 3070 HYDRO-MASSAGE USE 9'-0" (E) 4040 XO B. GFCI SINGLE PHASE OUTLET WITH THE REQUIRED (E) 3070 2'-0"

3070 3070 BONDING TO COMPLY WITH CEC 680-71 (E) 3070 2'-4" (E) 3070 (E) 3070 (E) 3070 (E) 3070 16. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT THAT PENETRATE A FIRE (E) 3070 RATED ASSEMBLY WILL BE RATED FOR THAT ASSEMBLY. (E) OFFICE 2 (N) PANTRY (N) LAUNDRY (E) BATH 4 (E) BEDRM 3 (E) BEDRM 4 (E) BEDRM 5 (E) BEDRM 6 17. DUCT RUN SHALL NOT EXCEED 14 FT. (TOTAL OF HORIZONTAL AND VERTICAL) UNLESS

L MANUFACTURER'S BRAND NAME AND INSTALLATION INSTRUCTIONS ARE PROVIDED. C 10'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. 8'-0" CLG.

19'-6" 18. WATER HEATER LOCATED IN ATTIC: 1 1 CARPET VCT VCT TILE CARPET WOOD CARPET CARPET 1'-5 2" 5'-5 2" 12'-8" 6'-7" 7'-5" 9'-4" 9'-4" 9'-4" 9'-8" 9'-8" A. PROVIDE WATERTIGHT PAN WITH DRAIN TO " APPROVED LOCATION. 2

1'-7" 1 B. CLEARLY SPECIFY THAT RELIEF VALVE MAY NOT " 14'-0" " 2 DISCHARGE INTO PAN. IT MUST DISCHARGE TO THE 2 1 1 11'-8 EXTERIOR. 3'-10" 5'-0" 11'-1"

9'-0" C. PROVIDE ACCESS LARGE ENOUGH TO REMOVE LARGEST 13'-8

13'-8 PIECE OF EQUIPMENT, BUT NOT LESS THAN 30" SQUARE ACCESS.

(E) 4040 XO 2'-6" 4'-0" D. LOCATE WATER HEATER NO FURTHER THAN 20' FROM

4'-0" THE ACCESS OPENING. A MINIMUM 24" CATWALK SHALL CONNECT THE WATER HEATER TO THE ACCESS. L C 9" E. PROVIDE PERMANENT ACCESS LADDER IF PLATFORM (E) 5050 XO 4040 XO 6068 SGD (E) 4040 XO (E) 4040 XO (E) 4040 XO IS MORE THAN 8' ABOVE FLOOR LEVEL. (EXCEPTION: LADDER NOT REQUIRED FOR ATTIC LOCATED ON A 1 SINGLE -STORY PORTION OF BUILDING.) 24'-0" 16'-11 2" 36'-0" F. PROVIDE ACCESS FLOORING FROM OPENING TO VIKING BUILDERS C C WATER HEATER. L L 19. PROVIDE 1 SQ. IN MIN. VENTING FOR EACH 4000 Btu/h INPUT FOR FAU UNITS @ GARAGE OR ATTIC LOCATION PER PLAN FOR COMBUSTIBLE AIR. 1 9" 18'-0" 4'-9" 9'-0" 76'-11 2" 20. MINIMUM HEATING CAPACITY OF WATER HEATER EQUIVALENT TO BUT NOT LESS THAN THE FIRST HOUR RATING OF 80 GALLONS (AS LISTED ON UPC TABLE 5-1) C C C 9048 ELM AVENUE, ORANGEVALE, CA 95662 L L L 1 21. ALL SHOWERS AND TUB / SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE TURNING POINT ORANGEVALE 109'-5 2" &21752/9$/9(25$7+(50267$7,&0,;,1*9$/9(:,7+$7(03(5$785(0$;2)ƒ F. 22. SHOWERS AND BATHTUB FLOORS, WALLS ABOVE BATH TUBS WITH SHOWER HEADS, AND

SHOWER WALLS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 NOT LESS THAN 72 INCHES ABOVE THE FLOOR PER CRC R308.2 & CPC 411.7. 1 23. WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS AT SHOWERS, A-8 WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED PER CBC 2509 AND 2510. 24. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED ON CEILING FRAMING REAR SPACED MORE THAN 12 INCHES ON CENTER. ELEVATION 25. HVAC UNITS LOCATED IN ATTIC (WHERE OCCURS) SHALL HAVE A 24" WIDE CAT WALK CLIENT: FROM ACCESS TO 30" WORK PLATFORM IN FRONT OF UNIT WITH SWITCHED LIGHT AND PROJECT: PLUG FOR SERVICE. PROJECT NUMBER: 2016-08203

DATE: 10-17-2016

SHEET TITLE: 1st FLOOR PLAN SCALE: 3/16" = 1'-0"

WALL LEGEND: (EXISTING / NEW) FIRST FLOOR (E) 2x STUDWALL PLAN (N) 2x @ 16" O.C. STUDWALL

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. A-2 All drawings are subject to copyright ELECTRICAL SYMBOL LEGEND: protection by law. Reproduction in any form is expressly forbidden 110 v DUPLEX OUTLET without prior approval in writing from F 110 v DUPLEX FLOOR OUTLET (FLUSH) PZSE, INC.

GFI INDICATES OUTLET WITH GROUND FAULT CIRCUIT INTERRUPTER

AFI INDICATES OUTLET WITH ARC FAULT CIRCUIT INTERRUPTER

G.D. OUTLET FOR GARBAGE DISPOSAL MOUNT UNDER SINK AND WIRE TO SWITCH ABOVE SINK R 220 v PLUG FOR RANGE PZSE, INC. D 220 v PLUG FOR DRYER 8150 SIERRA COLLEGE BLVD., ST. 150 "HALF HOT" SWITCHED PLUG ROSEVILLE, CA 95661 GFI INDICATES WATERPROOF BOXED OUTLET WP OFFICE: (916) 961-3960 W/ GROUND FAULT CIRCUIT INTERRUPTER FAX: (916) 961-3965 WALL SWITCH WWW.PZSE.COM S WALL SWITCH WITH MOTION SENSOR STAMP D DIMMER WALL SWITCH 3 ONE OF TWO SWITCHES OPERATING THE SAME LIGHT FIXTURE(S) 4 ONE OF THREE SWITCHES OPERATING THE SAME LIGHT FIXTURE(S) PB PUSH BUTTON SWITCH

R RECESSED LIGHT FIXTURE

H RECESSED HEAT LAMP THIS DRAWING IS NOT TO BE CEILING MOUNTED LIGHT FIXTURE CONSIDERED FINAL NOR IS IT TO BE USED FOR CONSTRUCTION S SUSPENDED LIGHT LIGHT FIXTURE UNLESS STAMPED AND SIGNED EXISTING ELECTRICAL BY THE PROJECT ENGINEER CIRCUITS TO BE REROUTED WALL MOUNTED LIGHT FIXTURE AS REQUIRED TO MEET CODE. WALL MOUNTED SCONCE LIGHT R R (E)SDR (E)SD PROJECT MANAGER: PKZ

TRACK LIGHTS DESIGNER: ___ FLUORESCENT LIGHT FIXTURE R R R MOUNTED UNDER UPPER CABINET DRAFTER: HAD SINGLE TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE (48" TUBE) CHECKER: PKZ TWO TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE (48" TUBE) REVISIONS: NO CHANGE TO EXISTING NO CHANGE TO EXISTING ELECTRICAL CIRCUITS IN FOUR TUBE FLUORESCENT RECESSED ELECTRICAL CIRCUITS IN MOUNTED LIGHT FIXTURE (48" TUBE) No. Revision Date UNAFFECTED AREAS UNAFFECTED AREAS H NO CHANGE TO EXISTING NO CHANGE TO EXISTING NO CHANGE TO EXISTING (E)SD ELECTRICAL CIRCUITS IN ELECTRICAL CIRCUITS IN ELECTRICAL CIRCUITS IN R R (E)SDR UNAFFECTED AREAS UNAFFECTED AREAS UNAFFECTED AREAS SUSPENDED PADDLE FAN WITH LIGHTS. OWNER TO DETERMINE SIZE, MNFG MODEL. JBOX TO BE EXISTING ELECTRICAL H (E)SD (E)SD APPROVED FOR WEIGHT OF DEVICE AND CIRCUITS TO BE REROUTED MOUNTED W/ SOLID BLKG BETWEEN JOIST. WALL AS REQUIRED TO MEET CODE. SWITCHES TO BE APPROVED BY MANUFACTURE

R R R H EXHAUST FAN / LIGHT COMBO

EXHAUST FAN (E)SD (E)SD SD SMOKE DETECTOR R R R CMA CARBON MONOXIDE ALARM NO CHANGE TO EXISTING EXISTING ELECTRICAL (E)SD (E)SD H HEAT DETECTOR CIRCUITS TO BE REROUTED AS ELECTRICAL CIRCUITS IN REQUIRED TO MEET CODE. UNAFFECTED AREAS TELEPHONE OUTLET TV COAXIAL TELEVISION CABLE

V CENTRAL VACUUM OUTLET

S SECURITY SYSTEM / INTERCOM STATION (E)SD H H H ELECTRICAL NOTES: GFI (E)SD (E)SD (E)SD (E)SD 1. SMOKE DETECTORS SHALL RECEIVE PRIMARY POWER FROM BUILDING WIRING AND NO CHANGE TO EXISTING SHALL BE EQUIPPED WITH BATTERY BACK-UP AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHERE THEY ARE LOCATED AS PER CODE. NO CHANGE TO EXISTING ELECTRICAL CIRCUITS IN NO CHANGE TO EXISTING NO CHANGE TO EXISTING NO CHANGE TO EXISTING NO CHANGE TO EXISTING INTERCONNECT ALL S.D. ELECTRICAL CIRCUITS IN UNAFFECTED AREAS ELECTRICAL CIRCUITS IN ELECTRICAL CIRCUITS IN ELECTRICAL CIRCUITS IN ELECTRICAL CIRCUITS IN 2. SMOKE DETECTORS ADDED IN EXISTING BEDROOMS OR HALLWAYS MAY BE BATTERY UNAFFECTED AREAS UNAFFECTED AREAS UNAFFECTED AREAS UNAFFECTED AREAS UNAFFECTED AREAS OPERATED. 3. CEILING FANS & LIGHT FIXTURES MUST USE SUPPORT APPROVED ELECT. BOXES. 4. RECESSED CAN LIGHTS: A. CAN LIGHTS RECESSED INTO INSULATED CEILINGS SHALL BE I.C. RATED FOR INSULATION CONTACT SO THAT INSULATION CAN BE PLACED OVER THEM. THE HOUSING OF THE LIGHT FIXTURE SHALL BE AIR TIGHT TO PREVENT CONDITIONED AIR ESCAPING INTO THE CONDITIONED SPACE. B. RECESSED CAN LIGHTS NOT IDENTIFIED FOR CONTACT WITH INSULATION SHALL 1 HAVE ALL RECESSED PARTS SPACED AT LEAST 2" FROM COMBUSTIBLE MATERIALS

AND 3" FROM THERMAL INSULATION. CEC 410-66. VIKING BUILDERS 5. ALL NEW RECEPTACLES MUST BE TAMPER PROOF. CEC 406.11. 6. PROVIDE TWO MINIMUM SEPARATED 20 AMP CIRCUITS TO KITCHEN APPLIANCES. CEC 220-4(b). 7. ALL OUTLETS AT KITCHEN SHALL BE GFI (GFCI).

8. AT LEAST 50% OF THE LIGHTING WATTAGE IN KITCHENS SHALL BE HIGH EFFICACY AND 9048 ELM AVENUE, ORANGEVALE, CA 95662 ONES THAT ARE NOT MUST BE SWITCHED SEPARATELY. TURNING POINT ORANGEVALE 9. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, AND 15- AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). CEC SEC. 210-12 (B) 10. PROVIDE (1) ONE MINIMUM SEPARATE 20 AMP CIRCUIT TO LAUNDRY APPLIANCES. CEC 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 220-4(c). 11. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC SEC. 210-52 (d) 12. LIGHT FIXTURES IN TUB OR SHOWER AREAS MUST BE LABELED "SUITABLE FOR DAMP LOCATIONS". CEC 410.10 (D). 13. LIGHT FIXTURES OVER THE SHOWER AND SUBJECT TO SHOWER SPRAY MUST BE CLIENT: APPROVED AND MARKED "SUITABLE FOR WET LOCATIONS". CEC 410.10 (D). PROJECT: 14. ALL LIGHT FIXTURES IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS PROJECT NUMBER: SHALL EITHER BE HIGH EFFICIENCY OR SHALL BE CONTROLLED BY A 'MANUAL ON' OCCUPANT SENSOR. AREAS THAT ARE LESS THAN 70 SQUARE FEET ARE EXEMPT FROM THIS REQUIREMENT. 2016-08203 15. ALL OTHER INDOOR LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A 'MANUAL ON' OCCUPANT SENSOR. DATE: 16. CLOTHES CLOSET LIGHT FIXTURES SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. CEC 410-8 17. INCANDESCENT LIGHTS CANNOT BE CANNOT BE CLOSER THAN 12" FROM THE NEAREST 10-17-2016 POINT OF A STORAGE AREA ON A SHELF IN ANY CLOSET. 18. ALL WALL OUTLETS SHALL BE +16", A.F.F. U.N.O. 19. ALL COUNTER TOP OUTLETS SHALL BE +46" A.F.F. U.N.O. SHEET TITLE: 20. ALL ISLAND OUTLETS SHALL BE +30" A.F.F. U.N.O. 21. ALL OUTLETS IN GARAGE SHALL BE +48" A.F.F. U.N.O. 1st FLOOR ELECTRICAL PLAN 22. OUTDOOR LIGHTING - ALL LIGHTING FIXTURES MOUNTED TO THE BUILDING OR TO OTHER SCALE: 3/16" = 1'-0" BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LIGHT FIXTURES OR SHALL BE CONTROLLED BY A PHOTO CONTROL / MOTION SENSOR COMBINATION. 23. VERIFY MAIN PANEL LOCATION AND SIZE IN FIELD. 24. PROVIDE A MINIMUM 30" WIDE BY 36" DEEP BY 6.5' HIGH ILLUMINATED CLEAR WORKING FIRST FLOOR AREA IN FRONT OF EACH PANEL. 25. PROVIDE GFI OUTLETS AT ALL WHIRLPOOL TUBS - VERIFY PUMP LOCATION FOR OUTLET ELECTRICAL PLACEMENT. 26. ALL ASSOCIATED ELECTRICAL COMPONENTS FOR THERAPEUTIC / HYDRO-MASSAGE BATHTUBS SHALL BE BONDED TOGETHER (GROUNDED) AND ALL OUTLETS WITHIN 5 FEET PLAN OF THE INSIDE WALL OF SUCH TUBS SHALL BE GFCI PROTECTED PER CEC 680-62

SHEET NUMBER: A-3 All drawings are subject to copyright EXISTING / DEMOLITION NOTES: protection by law. Reproduction in any form is expressly forbidden 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING TO DETERMINE THE PRESENCE without prior approval in writing from OF ANY/ALL HAZARDOUS MATERIALS. INCLUDING BUT NOT LIMITED TO ASBESTOS AND LEAD PAINT. ANY AND ALL REMEDIATION WORK SHALL BE INCLUDED IN BID. PZSE, INC.

2. THE CONTRACTOR'S ELECTRICIAN SHALL INSPECT THE ELECTRICAL SERVICE AND CONDITION OF SYSTEM IN AREAS OF WORK AND MAKE WRITTEN RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN. ANY REQUIRED REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID.

3. THE CONTRACTOR'S MECHANICAL SUB-CONTRACTOR SHALL INSPECT THE MECHANICAL UNITS AND CONDITION OF SYSTEM IN AREAS OF WORK AND MAKE WRITTEN RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN. ANY REQUIRED PZSE, INC. REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID. 8150 SIERRA COLLEGE BLVD., 4. THE CONTRACTOR'S PLUMBER SHALL INSPECT THE WATER SERVICE AND CONDITION OF ST. 150 WATER AND SEWER LINES AND WATER HEATERS FOR AREA OF WORK AND MAKE ROSEVILLE, CA 95661 WRITTEN RECOMMENDATION AS TO SUITABILITY FOR PROPOSED DESIGN . ANY OFFICE: (916) 961-3960 REQUIRED REPLACEMENT OR UPGRADE SHALL BE INCLUDED IN BID. FAX: (916) 961-3965 5. CONTRACTOR TO REVIEW AREA OF WORK TO ALLOW FOR REMOVAL OR RELOCATION OF WWW.PZSE.COM ALL EXTERIOR HOSE BIBS, CLEAN-OUTS, VALVES AND CONTROL BOXES THAT CONFLICT WITH PROPOSED RENOVATION. CONTRACTOR TO PROVIDE WRITTEN NOTIFICATION TO STAMP OWNER OF ALL SUCH ITEMS PRIOR TO START OF CONSTRUCTION.

6. CONTRACTOR TO REVIEW EXISTING FLOOR FRAMING AND FOUNDATION AT ALL TRANSITION AREAS FROM AREA OF WORK. CONDITION AND LEVELNESS MUST BE SATISFACTORY OR CONTRACTOR SHALL PROPOSE ADDITIONAL DEMOLITION / REPLACEMENT, IN WRITING, TO OWNER PRIOR TO START OF CONSTRUCTION.

7. CONTRACTOR TO REVIEW ALL EXISTING FRAMING FOR PRESENCE OF DRY-ROT AND / OR MOLD. ANY AND ALL REMEDIATION WORK SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER, IN WRITING, UPON DISCOVERY.

THIS DRAWING IS NOT TO BE CONSIDERED FINAL NOR IS IT TO BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED BY THE PROJECT ENGINEER

PROJECT MANAGER: PKZ

DESIGNER: ___

DRAFTER: HAD

CHECKER: PKZ

REVISIONS:

No. Revision Date (E) 3026 XO (E) 5040 XO (E) 3030 XO

(E) STAIRS (E) CLOSET VARIES 8'-0" CLG. CARPET CARPET (E) BATH 5 8'-0" CLG. TILE (E) KITCHEN 8'-0" CLG. (E) 2668

(E) 2668 WOOD (E) 2668

(E) 2668

(E) BEDRM 7 (E) OFFICE 3 (E) FAMILY ROOM 8'-0" CLG. 8'-0" CLG. 8'-0" CLG. CARPET CARPET CARPET

(E) 6068 SGD (E) 4040 XO (E) 6068 SGD VIKING BUILDERS 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 CLIENT: PROJECT:

PROJECT NUMBER: 2016-08203

DATE: 10-17-2016

SHEET TITLE:

EXISTING 2nd FLOOR AND DEMO PLAN SCALE: 3/16" = 1'-0" EXISTING WALL LEGEND: (EXISTING / DEMO) SECOND FLOOR (E) 2x STUDWALL TO REMAIN

(E) 2x STUDWALL TO BE REMOVED DEMO PLAN

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. A-4 All drawings are subject to copyright CARBON MONOXIDE ALARM NOTES FOR NEW CONSTRUCTION protection by law. Reproduction in (R315): any form is expressly forbidden without prior approval in writing from FOR NEW CONSTRUCTION: AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN PZSE, INC. DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES.

ALARM REQUIREMENTS: SINGLE- AND MULTIPLE-STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034. CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2075. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, THE CURRENT EDITION OF NFPA 720 "STANDARD FOR THE INSTALLATION OF CARBON MONOXIDE (CO) DETECTION AND WARNING EQUIPMENT" AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. OTHER PZSE, INC. CARBON MONOXIDE ALARM AND DETECTION DEVICES AS RECOGNIZED IN NFPA 720 ARE ALSO 8150 SIERRA COLLEGE BLVD., ACCEPTABLE. ST. 150 CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R315.1 AND R315.2 SHALL BE ROSEVILLE, CA 95661 INSTALLED IN THE FOLLOWING LOCATIONS: OFFICE: (916) 961-3960 1. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE FAX: (916) 961-3965 VICINITY OF THE BEDROOM(S). 2. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. WWW.PZSE.COM

POWER SUPPLY: FOR NEW CONSTRUCTION REQUIRED CARBON MONOXIDE ALARMS SHALL STAMP RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER CURRENT PROTECTION. EXCEPTIONS: 1. IN DWELLING UNITS WHERE THERE IS NO COMMERCIAL POWER SUPPLY TO THE CARBON MONOXIDE ALARM MAY BE SOLELY BATTERY OPERATED.

INTERCONNECTION: WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THIS DRAWING IS NOT TO BE MULTIPLE-PURPOSE ALARMS: CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS CONSIDERED FINAL NOR IS IT TO SHALL COMPLY WITH SECTION R315, ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING AND APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHAL, FOR SMOKE ALARMS. BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED BY THE PROJECT ENGINEER

PLUMBING AND MECHANICAL NOTES : PROJECT MANAGER: PKZ 1. WATER CLOSETS MUST BE 1.28 GAL/FLUSH. 2. ALL TANK WATER HEATERS SHALL HAVE APPROVED SEISMIC BRACING PER CODE (CPC DESIGNER: ___ 510.5) AND BE LOCATED ON A PLATFORM 18" MIN ABOVE GARAGE FLOOR (WHERE OCCURS). 3. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH DRAFTER: HAD BACKDRAFT DAMPER. 4. DRYERS & COOKING UNITS MUST HAVE CONDUCTOR WIRES W/ INSULATED NEUTRAL & 4 PRONG OUTLETS. CHECKER: PKZ 5. TWO SMALL APPLIANCE CIRCUITS IN KITCHEN ARE LIMITED TO COUNTERTOP/WALL 7'-81 " 9'-11 " 9'-71 " 6. PLUMBING WALLS MUST BE 2" WIDER THAN PLUMBING PIPE SIZE. 2 8'-11" 2 2 7. PROVIDE FIELD INSPECTOR WITH ALL LISTED EQUIPMENT AT TIME OF INSPECTION. REVISIONS: 8. INSULATE ALL PIPING USED TO CIRCULATE HOT WATER WITH R-4 INSULATION OR EQUIVALENT. No. Revision Date 9. THE PRESSURE-ABSORBING DEVICE AT THE FOLLOWING QUICK-ACTING VALVES: (E) 3026 XO (E) 5040 XO (E) 3030 XO DISHWASHERS AND WASHING MACHINES IN DWELLING UNITS SHALL BE EITHER AIR CHAMBERS OR LISTED MECHANICAL DEVICES. CPC SEC. 609.10 10. PROVIDE A NON-REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE (E) BATH 5 BIBS, AND LAWN SPRINKLER / IRRIGATION SYSTEMS. CPC 603.4 8'-0" CLG. 2'-4" 11. WATER HEATER SHALL HAVE A COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE. RELIEF VALVES SHALL EXTEND TO OUTSIDE OF THE BUILDING WITH THE END OF (E) CLOSET TILE THE PIPE NOT MORE THAN 2 FT. NOR LESS THAN SIX INCHES ABOVE THE GROUND AND 8'-0" CLG. POINTING DOWNWARD. CPC SEC. 608.5 CARPET 12. ALL AIR DUCTS ON GARAGE SIDE AT FIRE SEPARATION SHALL BE A MINIMUM OF 26 4'-6" GAUGE GALVANIZED STEEL. CBC 302.4 13. BATHROOMS AND UTILITY ROOMS ARE TO VENTED WITH A MINIMUM, 50 CUBIC FEET PER L

C MINUTE INTERMITTENT OR, 25 CUBIC FEET PER MINUTE CONTINUOUS, EXHAUST FAN. CBC 3'-11 " 1203.4.2.1 & CRC 303.3, 303.4. 2 1'-6" 14. NO HVAC OR WATER HEATER VENT SYSTEM SHALL TERMINATE LESS THAN 4'-0" BELOW (E) 2668 (E) 2668 OR TO THE SIDE, OR LESS THAN 1'-0" ABOVE ANY DOOR OR OPERABLE WINDOW. CPC 2668 1 3070 2'-11 " 5'-91 " 1'-7 2" 517.5 & CMC 806.6 L 2 2 C 15. OPTIONAL JACUZZI EQUIPPED WITH WHIRLPOOL / MASSAGE MOTOR: "

2 A. THE MOTOR SHALL BE UL LISTED FOR 1 1'-3" 23'-0" (N) HYDRO-MASSAGE USE

1'-6" 2'-8 BEDROOM 7 B. GFCI SINGLE PHASE OUTLET WITH THE REQUIRED (N) OFFICE BONDING TO COMPLY WITH CEC 680-71 6'-3"

" CL 8'-0" CLG.

8'-0" CLG. 2 16. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT THAT PENETRATE A FIRE 3070 VCT 1 VCT RATED ASSEMBLY WILL BE RATED FOR THAT ASSEMBLY. 17. DUCT RUN SHALL NOT EXCEED 14 FT. (TOTAL OF HORIZONTAL AND VERTICAL) UNLESS

10'-8 MANUFACTURER'S BRAND NAME AND INSTALLATION INSTRUCTIONS ARE PROVIDED. 1 9'-0" 12'-10 2" 2'-6" 9'-6" 18. WATER HEATER LOCATED IN ATTIC: A. PROVIDE WATERTIGHT PAN WITH DRAIN TO APPROVED LOCATION. (N) BEDRM 8 B. CLEARLY SPECIFY THAT RELIEF VALVE MAY NOT 8'-0" CLG. 6'-0" DISCHARGE INTO PAN. IT MUST DISCHARGE TO THE VCT EXTERIOR. C. PROVIDE ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT, BUT NOT LESS THAN 30" SQUARE ACCESS. 6068 SGD 6068 SGD (E) 6068 SGD 1 D. LOCATE WATER HEATER NO FURTHER THAN 20' FROM 1'-8" 5 2" THE ACCESS OPENING. A MINIMUM 24" CATWALK SHALL CONNECT THE WATER HEATER TO THE ACCESS. E. PROVIDE PERMANENT ACCESS LADDER IF PLATFORM IS MORE THAN 8' ABOVE FLOOR LEVEL. (EXCEPTION: LADDER NOT REQUIRED FOR ATTIC LOCATED ON A SINGLE -STORY PORTION OF BUILDING.) F. PROVIDE ACCESS FLOORING FROM OPENING TO WATER HEATER. 19. PROVIDE 1 SQ. IN MIN. VENTING FOR EACH 4000 Btu/h INPUT FOR FAU UNITS @ GARAGE

OR ATTIC LOCATION PER PLAN FOR COMBUSTIBLE AIR. VIKING BUILDERS 20. MINIMUM HEATING CAPACITY OF WATER HEATER EQUIVALENT TO BUT NOT LESS THAN THE FIRST HOUR RATING OF 80 GALLONS (AS LISTED ON UPC TABLE 5-1) 21. ALL SHOWERS AND TUB / SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE &21752/9$/9(25$7+(50267$7,&0,;,1*9$/9(:,7+$7(03(5$785(0$;2)ƒ

F. 9048 ELM AVENUE, ORANGEVALE, CA 95662 22. SHOWERS AND BATHTUB FLOORS, WALLS ABOVE BATH TUBS WITH SHOWER HEADS, AND TURNING POINT ORANGEVALE SHOWER WALLS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 1 1 6'-1 2" 11'-0" 11'-3" 6'-11 2" NOT LESS THAN 72 INCHES ABOVE THE FLOOR PER CRC R308.2 & CPC 411.7. 23. WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS AT SHOWERS, CL CL CL WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED PER CBC 2509 AND 2510. 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 24. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED ON CEILING FRAMING 35'-4" SPACED MORE THAN 12 INCHES ON CENTER. 25. HVAC UNITS LOCATED IN ATTIC (WHERE OCCURS) SHALL HAVE A 24" WIDE CAT WALK FROM ACCESS TO 30" WORK PLATFORM IN FRONT OF UNIT WITH SWITCHED LIGHT AND PLUG FOR SERVICE. CLIENT: PROJECT:

PROJECT NUMBER: 2016-08203

DATE: 10-17-2016

SHEET TITLE:

2nd FLOOR PLAN SCALE: 3/16" = 1'-0"

WALL LEGEND: (EXISTING / NEW) SECOND FLOOR (E) 2x STUDWALL PLAN (N) 2x @ 16" O.C. STUDWALL

WALL LEGEND: FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. A-5 All drawings are subject to copyright ELECTRICAL SYMBOL LEGEND: protection by law. Reproduction in any form is expressly forbidden 110 v DUPLEX OUTLET without prior approval in writing from F 110 v DUPLEX FLOOR OUTLET (FLUSH) PZSE, INC.

GFI INDICATES OUTLET WITH GROUND FAULT CIRCUIT INTERRUPTER

AFI INDICATES OUTLET WITH ARC FAULT CIRCUIT INTERRUPTER

G.D. OUTLET FOR GARBAGE DISPOSAL MOUNT UNDER SINK AND WIRE TO SWITCH ABOVE SINK R 220 v PLUG FOR RANGE PZSE, INC. D 220 v PLUG FOR DRYER 8150 SIERRA COLLEGE BLVD., ST. 150 "HALF HOT" SWITCHED PLUG ROSEVILLE, CA 95661 GFI INDICATES WATERPROOF BOXED OUTLET WP OFFICE: (916) 961-3960 W/ GROUND FAULT CIRCUIT INTERRUPTER FAX: (916) 961-3965 WALL SWITCH WWW.PZSE.COM S WALL SWITCH WITH MOTION SENSOR STAMP D DIMMER WALL SWITCH 3 ONE OF TWO SWITCHES OPERATING THE SAME LIGHT FIXTURE(S) 4 ONE OF THREE SWITCHES OPERATING THE SAME LIGHT FIXTURE(S) PB PUSH BUTTON SWITCH

R RECESSED LIGHT FIXTURE

H RECESSED HEAT LAMP THIS DRAWING IS NOT TO BE CEILING MOUNTED LIGHT FIXTURE CONSIDERED FINAL NOR IS IT TO BE USED FOR CONSTRUCTION S SUSPENDED LIGHT LIGHT FIXTURE UNLESS STAMPED AND SIGNED BY THE PROJECT ENGINEER WALL MOUNTED LIGHT FIXTURE

WALL MOUNTED SCONCE LIGHT PROJECT MANAGER: PKZ

TRACK LIGHTS DESIGNER: ___ FLUORESCENT LIGHT FIXTURE MOUNTED UNDER UPPER CABINET DRAFTER: HAD SINGLE TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE (48" TUBE) CHECKER: PKZ TWO TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE (48" TUBE) NO CHANGE TO EXISTING REVISIONS: ELECTRICAL CIRCUITS IN UNAFFECTED AREAS FOUR TUBE FLUORESCENT RECESSED MOUNTED LIGHT FIXTURE (48" TUBE) No. Revision Date

SUSPENDED PADDLE FAN WITH LIGHTS. OWNER TO DETERMINE SIZE, MNFG MODEL. JBOX TO BE APPROVED FOR WEIGHT OF DEVICE AND MOUNTED W/ SOLID BLKG BETWEEN JOIST. WALL SWITCHES TO BE APPROVED BY MANUFACTURE

EXHAUST FAN / LIGHT COMBO

EXHAUST FAN

EXISTING ELECTRICAL SD SMOKE DETECTOR CIRCUITS TO BE CMA CARBON MONOXIDE ALARM REROUTED AS REQUIRED R R TO MEET CODE. EXISTING TELEPHONE OUTLET ELECTRICAL CIRCUITS TO BE TV COAXIAL TELEVISION CABLE REROUTED AS REQUIRED TO V CENTRAL VACUUM OUTLET MEET CODE. EXISTING S SECURITY SYSTEM / INTERCOM STATION ELECTRICAL CIRCUITS TO BE RADIO CONTROLLED GARAGE DOOR REROUTED AS OPENER WITH INTEGRAL LIGHT. REQUIRED TO TV HB HOSE BIBB WITH APPROVED BACKFLOW MEET CODE. PREVENTION DEVICE PER SECTION (UPC 1003)

ELECTRICAL NOTES:

1. SMOKE DETECTORS SHALL RECEIVE PRIMARY POWER FROM BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHERE THEY ARE LOCATED AS PER CODE. INTERCONNECT ALL S.D. 2. SMOKE DETECTORS ADDED IN EXISTING BEDROOMS OR HALLWAYS MAY BE BATTERY OPERATED. 3. CEILING FANS & LIGHT FIXTURES MUST USE SUPPORT APPROVED ELECT. BOXES. 4. RECESSED CAN LIGHTS: A. CAN LIGHTS RECESSED INTO INSULATED CEILINGS SHALL BE I.C. RATED FOR INSULATION CONTACT SO THAT INSULATION CAN BE PLACED OVER THEM. THE VIKING BUILDERS HOUSING OF THE LIGHT FIXTURE SHALL BE AIR TIGHT TO PREVENT CONDITIONED AIR ESCAPING INTO THE CONDITIONED SPACE. B. RECESSED CAN LIGHTS NOT IDENTIFIED FOR CONTACT WITH INSULATION SHALL 1 HAVE ALL RECESSED PARTS SPACED AT LEAST 2" FROM COMBUSTIBLE MATERIALS

AND 3" FROM THERMAL INSULATION. CEC 410-66. 9048 ELM AVENUE, ORANGEVALE, CA 95662 5. ALL NEW RECEPTACLES MUST BE TAMPER PROOF. CEC 406.11. TURNING POINT ORANGEVALE 6. PROVIDE TWO MINIMUM SEPARATED 20 AMP CIRCUITS TO KITCHEN APPLIANCES. CEC 220-4(b). 7. ALL OUTLETS AT KITCHEN SHALL BE GFI (GFCI). 8. AT LEAST 50% OF THE LIGHTING WATTAGE IN KITCHENS SHALL BE HIGH EFFICACY AND 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 ONES THAT ARE NOT MUST BE SWITCHED SEPARATELY. 9. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, AND 15- AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER(S). CEC SEC. 210-12 (B) 10. PROVIDE (1) ONE MINIMUM SEPARATE 20 AMP CIRCUIT TO LAUNDRY APPLIANCES. CEC 220-4(c). CLIENT: 11. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20-AMP PROJECT: BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC SEC. 210-52 (d) PROJECT NUMBER: 12. LIGHT FIXTURES IN TUB OR SHOWER AREAS MUST BE LABELED "SUITABLE FOR DAMP LOCATIONS". CEC 410.10 (D). 13. LIGHT FIXTURES OVER THE SHOWER AND SUBJECT TO SHOWER SPRAY MUST BE 2016-08203 APPROVED AND MARKED "SUITABLE FOR WET LOCATIONS". CEC 410.10 (D). 14. ALL LIGHT FIXTURES IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS DATE: SHALL EITHER BE HIGH EFFICIENCY OR SHALL BE CONTROLLED BY A 'MANUAL ON' OCCUPANT SENSOR. AREAS THAT ARE LESS THAN 70 SQUARE FEET ARE EXEMPT FROM THIS REQUIREMENT. 10-17-2016 15. ALL OTHER INDOOR LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A 'MANUAL ON' OCCUPANT SENSOR. 16. CLOTHES CLOSET LIGHT FIXTURES SHALL BE LISTED AND INSTALLED IN ACCORDANCE SHEET TITLE: WITH THEIR LISTING. CEC 410-8 17. INCANDESCENT LIGHTS CANNOT BE CANNOT BE CLOSER THAN 12" FROM THE NEAREST POINT OF A STORAGE AREA ON A SHELF IN ANY CLOSET. 2nd FLOOR ELECTRICAL PLAN 18. ALL WALL OUTLETS SHALL BE +16", A.F.F. U.N.O. SCALE: 3/16" = 1'-0" 19. ALL COUNTER TOP OUTLETS SHALL BE +46" A.F.F. U.N.O. 20. ALL ISLAND OUTLETS SHALL BE +30" A.F.F. U.N.O. 21. ALL OUTLETS IN GARAGE SHALL BE +48" A.F.F. U.N.O. SECOND FLOOR 22. OUTDOOR LIGHTING - ALL LIGHTING FIXTURES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LIGHT FIXTURES OR SHALL BE ELECTRICAL CONTROLLED BY A PHOTO CONTROL / MOTION SENSOR COMBINATION. 23. VERIFY MAIN PANEL LOCATION AND SIZE IN FIELD. 24. PROVIDE A MINIMUM 30" WIDE BY 36" DEEP BY 6.5' HIGH ILLUMINATED CLEAR WORKING PLAN AREA IN FRONT OF EACH PANEL. 25. PROVIDE GFI OUTLETS AT ALL WHIRLPOOL TUBS - VERIFY PUMP LOCATION FOR OUTLET PLACEMENT. 26. ALL ASSOCIATED ELECTRICAL COMPONENTS FOR THERAPEUTIC / HYDRO-MASSAGE BATHTUBS SHALL BE BONDED TOGETHER (GROUNDED) AND ALL OUTLETS WITHIN 5 FEET OF THE INSIDE WALL OF SUCH TUBS SHALL BE GFCI PROTECTED PER CEC 680-62 SHEET NUMBER: A-6 All drawings are subject to copyright protection by law. Reproduction in STUCCO NOTES: any form is expressly forbidden without prior approval in writing from 7 1. STUCCO SHALL BE 3 COAT 8" THICK, MIN. PZSE, INC. 2. STUCCO SHALL HAVE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER S.P.S. SHEATHING AND SHALL HAVE A 26 GAGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE FINISH GRADE OR 2" ABOVE CONCRETE OR ASPHALT PAVING. 3. STUCCO CONTRACTOR TO PROVIDE AND INSTALL WEEP SCREED AND SQUARE CORNER BEAD. 4. STUCCO CONTRACTOR TO FLOAT FOUNDATION WALL TO WITHIN 6" AND PARALLEL TO FINISH GRADE. PZSE, INC. 8150 SIERRA COLLEGE BLVD., ELEVATION NOTES: ST. 150 1. CONCRETE TILE ROOFING SHALL BE CLASS A FIRE RATED WITH A MAXIMUM INSTALLED ROSEVILLE, CA 95661 WEIGHT OF 10 PSF OVER 30# FELT OVER SOLID SHEATHING. OFFICE: (916) 961-3960 2. ASPHALT COMPOSITION SHINGLES SHALL BE CLASS A FIRE RATED AND INSTALLED OVER FAX: (916) 961-3965 30# FELT OVER SOLID SHEATHING. WWW.PZSE.COM 3. WOOD SHAKES SHALL BE PRESSURE TREATED WITH NO LESS THAN A CLASS C FIRE 1 RATING AND INSTALLED OVER 30# FELT OVER SOLID SHEATHING. 4. WINDOWS: VINYL - SEE TITLE 24 CF-1R FOR SPECS. STAMP 5. DOORS: WOOD CLAD OF FIBERGLASS. ALL GLASS PANELS TO BE TEMPERED. ALL DOORS TO BE 6'-8" TALL U.NO. 6. GARAGE DOOR: INSULATED SECTIONAL - SEE OWNER FOR SPEC. 7. TRIM PACKAGE: A. SIDING: ACRYLIC COLOR COAT OVER BROWN COAT OVER SCRATCH COAT. B. 1" FOAM TRIM WITH STUCCO OVER. (E) PL. HT. C. PRECAST STONE VENEER: MFR BY "EL DORADO STONE" OR EQUAL AND ATTACHED PER MFR SPEC OR AS A MINIMUM, ASTM C482. 2 1 D. EXTERIOR FLAT SOFFITS: STUCCO 3 6. COVER ALL CHIMNEYS WITH 8" SPS (SOLID BLOCK ALL EDGES) AND NAIL WITH 8d @ 6" O.C. EDGES AND 12" O.C. FIELD. STRAP ALL CORNERS OF THE CHIMNEY, WHERE INTERRUPTED WITH ROOF FRAMING, TO WALL BELOW WITH VERTICAL MST36 STRAP TIES. 1 7. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING THIS DRAWING IS NOT TO BE WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT WHERE 4 4 1 CONSIDERED FINAL NOR IS IT TO 3 4 3 THE CHIMNEY PASSES THROUGH THE ROOF. R1003.9. 8. REFER TO WINDOW AND DOOR MANUFACTURER FOR ROUGH OPENINGS AND FRAMING BE USED FOR CONSTRUCTION SIZES AT OPENINGS. UNLESS STAMPED AND SIGNED 9. ALL SLEEPING ROOMS SHALL HAVE AN EMERGENCY EGRESS WINDOW OR DOOR TO THE (E) PL. HT. BY THE PROJECT ENGINEER OUTSIDE. WINDOWS SHALL HAVE A NET OPENING AREA OF 5.7 SQ. FT. EXCEPT AT GRADE LEVEL, THEN 5.0 SQ. FT. WINDOWS SHALL BE 24" MINIMUM HIGH AND 20" MINIMUM WIDTH 2 2 AND A MAXIMUM OF 44" FROM FINISH FLOOR TO THE CLEAR OPENING. 2 10. ALL WINDOWS WITHIN 18" OF THE FLOOR AND WITHIN 24" OF ANY DOOR ARE TO BE PROJECT MANAGER: PKZ TEMPERED GLAZING. 11. WINDOW SILLS LOCATED MORE THAN 6'-0" ABOVE GRADE SHALL HAVE THE SILL 24" DESIGNER: ___ MINIMUM ABOVE FINISH FLOOR LEVEL. 12. FLASHING SHALL BE INSTALLED AS REQUIRED PER CODE. CRC 601.3, CRC 903.2, CBC 3 3 4 3 1405.3, CBC 1503.2. DRAFTER: 4 HAD 4 4 4 4 13. ALL FLASHING, SHEET METAL, VENT STACKS AND PIPES SHALL BE PAINTED TO MATCH ADJACENT BUILDING SURFACES. 8 8 CHECKER: PKZ 4 0'-0" T.O.S STATE FIRE CODE REQUIRES: REVISIONS: 14. ALL EXTERIOR GLAZING TO BE TEMPERED. 15. ALL EXTERIOR DECKS TO BE NON-COMBUSTIBLE HARD SURFACE, TYPICAL. No. Revision Date

ELEVATION LEGEND:

FRONT ELEVATION 1 EXISTING ROOFING MATERIAL. 1 SCALE: 3/16" = 1'-0" 2 EXISTING GUTTER AND DOWN SPOUTS.

3 EXISTING STUCCO FINISH.

4 EXISTING DOOR / WINDOW.

5 STUCCO / SIDING FINISH, MATCH TO EXISTING.

6 DOOR / WINDOW, MATCH TO EXISTING.

7 REMOVE DOOR/ WINDOW

8 EXISTING COLUMN

1

(E) PL. HT.

1 VIKING BUILDERS

1 9048 ELM AVENUE, ORANGEVALE, CA 95662

3 TURNING POINT ORANGEVALE

2 (E) PL. HT. 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821

2

3 CLIENT: PROJECT: 8 4 4 4 PROJECT NUMBER: 2016-08203 3 8 8 0'-0" T.O.S 4 DATE: 10-17-2016

SHEET TITLE:

RIGHT ELEVATION 2 SCALE: 3/16" = 1'-0"

ELEVATIONS

SHEET NUMBER: A-7 All drawings are subject to copyright protection by law. Reproduction in STUCCO NOTES: any form is expressly forbidden without prior approval in writing from 7 1. STUCCO SHALL BE 3 COAT 8" THICK, MIN. PZSE, INC. 2. STUCCO SHALL HAVE 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER S.P.S. SHEATHING AND SHALL HAVE A 26 GAGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE FINISH GRADE OR 2" ABOVE CONCRETE OR ASPHALT PAVING. 3. STUCCO CONTRACTOR TO PROVIDE AND INSTALL WEEP SCREED AND SQUARE CORNER BEAD. 4. STUCCO CONTRACTOR TO FLOAT FOUNDATION WALL TO WITHIN 6" AND PARALLEL TO FINISH GRADE. PZSE, INC. 8150 SIERRA COLLEGE BLVD., ELEVATION NOTES: ST. 150 1. CONCRETE TILE ROOFING SHALL BE CLASS A FIRE RATED WITH A MAXIMUM INSTALLED ROSEVILLE, CA 95661 WEIGHT OF 10 PSF OVER 30# FELT OVER SOLID SHEATHING. OFFICE: (916) 961-3960 2. ASPHALT COMPOSITION SHINGLES SHALL BE CLASS A FIRE RATED AND INSTALLED OVER FAX: (916) 961-3965 30# FELT OVER SOLID SHEATHING. WWW.PZSE.COM 3. WOOD SHAKES SHALL BE PRESSURE TREATED WITH NO LESS THAN A CLASS C FIRE 1 RATING AND INSTALLED OVER 30# FELT OVER SOLID SHEATHING. 4. WINDOWS: VINYL - SEE TITLE 24 CF-1R FOR SPECS. STAMP 5. DOORS: WOOD CLAD OF FIBERGLASS. ALL GLASS PANELS TO BE TEMPERED. ALL DOORS TO BE 6'-8" TALL U.NO. 6. GARAGE DOOR: INSULATED SECTIONAL - SEE OWNER FOR SPEC. 7. TRIM PACKAGE: A. SIDING: ACRYLIC COLOR COAT OVER BROWN COAT OVER SCRATCH COAT. B. 1" FOAM TRIM WITH STUCCO OVER. 7 (E) PL. HT. C. PRECAST STONE VENEER: MFR BY "EL DORADO STONE" OR EQUAL AND ATTACHED PER MFR SPEC OR AS A MINIMUM, ASTM C482. 2 D. EXTERIOR FLAT SOFFITS: STUCCO 3 6. COVER ALL CHIMNEYS WITH 8" SPS (SOLID BLOCK ALL EDGES) AND NAIL WITH 8d @ 6" O.C. 1 3 EDGES AND 12" O.C. FIELD. STRAP ALL CORNERS OF THE CHIMNEY, WHERE INTERRUPTED 1 WITH ROOF FRAMING, TO WALL BELOW WITH VERTICAL MST36 STRAP TIES. 1 7. CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING THIS DRAWING IS NOT TO BE WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. R1003.9. CONSIDERED FINAL NOR IS IT TO 8. REFER TO WINDOW AND DOOR MANUFACTURER FOR ROUGH OPENINGS AND FRAMING BE USED FOR CONSTRUCTION 4 6 4 SIZES AT OPENINGS. UNLESS STAMPED AND SIGNED 9. ALL SLEEPING ROOMS SHALL HAVE AN EMERGENCY EGRESS WINDOW OR DOOR TO THE BY THE PROJECT ENGINEER (E) PL. HT. OUTSIDE. WINDOWS SHALL HAVE A NET OPENING AREA OF 5.7 SQ. FT. EXCEPT AT GRADE LEVEL, THEN 5.0 SQ. FT. WINDOWS SHALL BE 24" MINIMUM HIGH AND 20" MINIMUM WIDTH 2 2 AND A MAXIMUM OF 44" FROM FINISH FLOOR TO THE CLEAR OPENING. 10. ALL WINDOWS WITHIN 18" OF THE FLOOR AND WITHIN 24" OF ANY DOOR ARE TO BE PROJECT MANAGER: PKZ 7 7 TEMPERED GLAZING. 11. WINDOW SILLS LOCATED MORE THAN 6'-0" ABOVE GRADE SHALL HAVE THE SILL 24" DESIGNER: ___ MINIMUM ABOVE FINISH FLOOR LEVEL. 3 12. FLASHING SHALL BE INSTALLED AS REQUIRED PER CODE. CRC 601.3, CRC 903.2, CBC 5 3 1405.3, CBC 1503.2. DRAFTER: HAD 4 6 4 4 4 13. ALL FLASHING, SHEET METAL, VENT STACKS AND PIPES SHALL BE PAINTED TO MATCH 8 8 8 ADJACENT BUILDING SURFACES. CHECKER: PKZ

6 0'-0" T.O.S STATE FIRE CODE REQUIRES: REVISIONS: 14. ALL EXTERIOR GLAZING TO BE TEMPERED. 15. ALL EXTERIOR DECKS TO BE NON-COMBUSTIBLE HARD SURFACE, TYPICAL. No. Revision Date

ELEVATION LEGEND:

REAR ELEVATION 1 EXISTING ROOFING MATERIAL. 1 1 SCALE: 4" = 1'-0" 2 EXISTING GUTTER AND DOWN SPOUTS.

3 EXISTING STUCCO FINISH.

4 EXISTING DOOR / WINDOW.

5 STUCCO / SIDING FINISH, MATCH TO EXISTING.

6 DOOR / WINDOW, MATCH TO EXISTING.

7 REMOVE DOOR/ WINDOW

8 EXISTING COLUMN

1

3 (E) PL. HT. VIKING BUILDERS 9048 ELM AVENUE, ORANGEVALE, CA 95662

1 TURNING POINT ORANGEVALE 3

(E) PL. HT. 1 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821

3 3 CLIENT: PROJECT:

PROJECT NUMBER: 2016-08203 4 0'-0" T.O.S DATE: 10-17-2016

SHEET TITLE:

LEFT ELEVATION 2 1 SCALE: 4" = 1'-0"

ELEVATIONS

SHEET NUMBER: A-8 All drawings are subject to copyright FOUNDATION LEGEND: protection by law. Reproduction in any form is expressly forbidden INDICATES 12" WIDE x 12" DEEP CONCRETE FOOTING WITH (1) #4's TOP & BOTTOM without prior approval in writing from (TOTAL 2). PZSE, INC.

INDICATES 12" WIDE x 12" DEEP CONCRETE FOOTING WITH (2) #4's TOP & BOTTOM (TOTAL 4).

INDICATES 15" WIDE x 18" DEEP CONCRETE FOOTING WITH (2) #4's TOP & BOTTOM (TOTAL 4).

PZSE, INC. INDICATES 18" WIDE x 24" DEEP CONCRETE FOOTING WITH (3) #4's TOP & BOTTOM (TOTAL 6). 8150 SIERRA COLLEGE BLVD., ST. 150 ROSEVILLE, CA 95661 INDICATES CONCRETE PAD FOOTING. REFER TO "FOUNDATION GENERAL NOTES" OFFICE: (916) 961-3960 FOR DEPTH AND REINFORCEMENT REQUIREMENTS FAX: (916) 961-3965 WWW.PZSE.COM

INDICATES EXISTING 12" WIDE x 12" DEEP CONCRETE FOOTING. STAMP

1 109'-5 2" HOLDOWN LEGEND: SIMPSON STHD14 (RJ WHERE APPLICABLE) (3235 LBS). 1 30'-6 " (E) 54'-11" 24'-0" 2 SIMPSON HDU2 W/ SSTB20 HOLDOWN A.B. (3075 LBS.)

SIMPSON HDU4 W/ SSTB24 HOLDOWN A.B. (4565 LBS.) THIS DRAWING IS NOT TO BE CONSIDERED FINAL NOR IS IT TO SIMPSON HDU8 W/ SSTB34 HOLDOWN A.B. (6970 LBS.) BE USED FOR CONSTRUCTION UNLESS STAMPED AND SIGNED SIMPSON HDQ8 W/ SSTB34 HOLDOWN A.B. (7630 LBS.) BY THE PROJECT ENGINEER ,1',&$7(66,03621+'8+2/'2:1,1[ 0,1 3267:,7+‘$1&+25%2/76%[ STEMWALL (WHERE OCCURS) SHALL BE MINIMUM 12" WIDE x 30" LONG (11175 lbs) .

6,03621+'8+2/'2:1,1$[ [678':$// 25[3267:,7+‘$1&+25%2/7 PROJECT MANAGER: PKZ "SB1x30". STEMWALL (WHERE OCCURS) SHALL BE MINIMUM 12" WIDE x 30" LONG (14375 lbs).

10'-7" DESIGNER: ___

12'-9" SYMBOLS: DRAFTER: HAD

CHECKER: PKZ SIMPSON MST37 (2095 lbs). " " 2 2 1 1 SIMPSON MST48 (3370 lbs). REVISIONS: 1'-11 24'-11 SIMPSON MST60 (4830 lbs). No. Revision Date

SIMPSON CMST12 W/ 45" END LENGTH AND 16d @ 1-3/4" O.C. (9640 lbs). (E) CONCRETE SLAB ON GRADE UNDERFLOOR VENTILATION:

" " RAISED FOUNDATION AREA 'A': 246 S.F. 2 2

1 1 VENTILATION CALC: 246/150 = 1.6 S.F. REQUIRED VENT. AREA: 230.4 SQ. IN.

44'-5 44'-5 TYPICAL VENT - 8x14: 100 SQ. IN. (10% REDUCTION FOR MESH) REQUIRED VENTS: 3 " " 2

2x PTDF SILL EMBEDDED 2

1 RAISED FOUNDATION AREA 'B': 11 S.F. 1 IN CONCRETE AT ALL MAN (E) CONCRETE VENTILATION CALC: 11/150 = 0.076 S.F. 4'-0 DOORS TYP. SLAB ON GRADE REQUIRED VENT. AREA: 10.1 SQ. IN. " 33'-10 TYPICAL VENT - 8x14: 100 SQ. IN. 2

1 (10% REDUCTION FOR MESH) REQUIRED VENTS: 1 1'-5

ALL VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH W/ OPENING OF 1/4" MAX. SPACE VENTS EVENLY TO ALLOW FOR CROSS VENTILATION. 14'-0" VIKING BUILDERS

1 1 1 24'-0" 1'-5 2" 5'-5 2" 76'-11 2" 9048 ELM AVENUE, ORANGEVALE, CA 95662

1'-7" TURNING POINT ORANGEVALE 1 109'-5 2" 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 CLIENT: PROJECT:

PROJECT NUMBER: 2016-08203

DATE: 10-17-2016

SHEET TITLE: FOUNDATION PLAN SCALE: 3/16" = 1'-0"

FOUNDATION PLAN

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. S-1 All drawings are subject to copyright 2ND FLOOR KEY NOTES: protection by law. Reproduction in any form is expressly forbidden 1 DOUBLE STUDS AT EDGE OF OPENINGS SHALL CONSIST OF (1) TRIMMER AND (1) KING without prior approval in writing from STUD. POSTS SHALL PROVIDE FULL BEARING UNDER THE ENDS OF BEAMS. PZSE, INC. 2 ST6224, BEAM TO BEAM, BEAM TO TOP PLATE.

3 MSTI60, BEAM TO BEAM, BEAM TO TOP PLATE, TJI TO BEAM, TJI TO TOP PLATE (ADD ADDITIONAL TJI JOIST AS REQUIRED). EDGE NAIL SPS TO TJI WITH 10d @ 6" O.C. ALONG LENGTH. (5080 lbs)

4 MSTI36, BEAM TO BEAM, BEAM TO TOP PLATE, TJI TO BEAM, TJI TO TOP PLATE (ADD ADDITIONAL TJI JOIST AS REQUIRED). EDGE NAIL SPS TO TJI WITH 10d @ 6" O.C. ALONG LENGTH. (3295 lbs) PZSE, INC. 8150 SIERRA COLLEGE BLVD., 5 MSTI26, BEAM TO BEAM, BEAM TO TOP PLATE, TJI TO BEAM, TJI TO TOP PLATE (ADD ST. 150 ADDITIONAL TJI JOIST AS REQUIRED). EDGE NAIL SPS TO TJI WITH 10d @ 6" O.C. ALONG LENGTH. (2380 lbs) ROSEVILLE, CA 95661 OFFICE: (916) 961-3960 FAX: (916) 961-3965 6 CMST14 x 8'-0", SEE DETAIL 10/SD-2. WWW.PZSE.COM OR (1) CS16 x 6'-0", SEE DETAIL 177, 177A, 177B.

7 A34 CLIPS EACH SIDE OF CONNECTION FROM BEAM ABOVE TO BEAM BELOW UNLESS STAMP OTHERWISE NOTED.

8 CONTRACTOR SHALL FIELD VERIFY EXISTING BEAM SIZE. NOTIFY PZSE, INC IF SIZE DIFFERS FROM BEAM SCHEDULE. PZSE, INC SHALL THEN DETERMINE IF THE EXISTING BEAM IS ADEQUATE TO SUPPORT THE APPLIED LOADS.

9 ALIGN BEAM DIRECTLY BELOW THE SHEAR PANEL ABOVE OR AT THE ENDS OF THE PANEL (WHERE OCCURS).

10 HTS20, BEAM TO POST BELOW (1450 LBS). FOR HIGH LOAD, SEE DETAIL 60.2.

11 INSET BEAM SO HANGER FLANGE IS FLUSH WITH EXTERIOR FACE OF WALL ABOVE. SCAB 1 3 4" LVL (x DEPTH OF BEAM) TO AND BOTTOM SO OUTSIDE FACE OF LVL IS FLUSH WITH THIS DRAWING IS NOT TO BE EXTERIOR FACE OF WALL ABOVE. CONSIDERED FINAL NOR IS IT TO 8 EXTEND BEAM PAST THE SUPPORTING POST SO HANGER FLANGE OF PERPENDICULAR BE USED FOR CONSTRUCTION BEAM HAS FULL BEARING. UNLESS STAMPED AND SIGNED BY THE PROJECT ENGINEER 9 MTT28B, CONCRETE STEM WALL OR RETAINING WALL TO TJI (OR TOP PLATE WHERE 5 OCCURS) WITH 8‘$1&+25%2/7:,7+0,1(0%('0(176(('(7$,/6'  

10 CONCRETE WALL (FOUNDATION, RETAINING OR OTHER) IDENTIFIED AS A WOOD SHEAR PROJECT MANAGER: PKZ WALL FOR CALCULATION PURPOSES ONLY. DESIGNER: ___ 11 FULL DEPTH SOLID BLOCKING BETWEEN JOISTS UNDER BEARING AND SHEAR WALLS ABOVE (WHERE OCCURS). DRAFTER: HAD 12 FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER BEARING AND SHEAR WALLS BELOW (WHERE OCCURS). CHECKER: PKZ 13 WHERE NO POST CAP IS CALLED OUT, INSTALL AN A34 CLIP EACH SIDE OF CONNECTION FROM BEAM ABOVE TO POST OR TOP PLATE BELOW UNLESS OTHERWISE NOTED. REVISIONS: 14 WHERE MULTIPLE POST SUPPORT OCCURS, CONNECT POSTS TOGETHER WITH LTP4 CLIPS AT 24" O.C ALONG LENGTH OF POST, TYPICAL UNLESS OTHERWISE NOTED. No. Revision Date

EXISTING UPPER FLOOR FRAMING

BEAM SCHEDULE

BEAM SIZE AND TYPE HANGER (LEFT : RIGHT)

B1 4x12 DF #2 HU412

1 B2 3 8" x 15" GLB

1 7 B3 3 2" x 11 8" LVL HUC612 : HGUS5.50/12

3 7 B4 (2) 1 4" x 11 8" LVL

B5

B6 VIKING BUILDERS

B7

B8 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE B9

B10 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821

B11

B12

B13 CLIENT: PROJECT: B14 PROJECT NUMBER: B15 2016-08203 B16

B17 DATE:

B18 10-17-2016

B19 SHEET TITLE: B20 SECOND FLOOR FRAMING PLAN SCALE: 3/16" = 1'-0"

SECOND FLOOR FRAMING PLAN

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. S-2 All drawings are subject to copyright ROOF KEY NOTES: protection by law. Reproduction in any form is expressly forbidden 1 DOUBLE STUDS AT EDGE OF OPENINGS SHALL CONSIST OF (1) TRIMMER AND (1) KING without prior approval in writing from STUD. POSTS SHALL PROVIDE FULL BEARING UNDER THE ENDS OF BEAMS. PZSE, INC. 2 ST6224, BEAM TO BEAM, BEAM TO TOP PLATE.

3 (1) CS16 x 6'-0", SEE DETAIL 1/SD-2.

4 ST292 AT TOP PLATE SPLICE.

5 (1) CS16 x 6'-0", SEE DETAIL 2/SD-2.

6 (1) CS16 x 6'-0", SEE DETAIL 14/SD-2. PZSE, INC. 8150 SIERRA COLLEGE BLVD., 7 MST60 INSTALLED PER DETAIL 16/SD-2. ST. 150 8 DOUBLE 2x4 RAFTERS. EDGE NAIL SPS TO RAFTERS WITH 8d @ 3" O.C. ALONG LENGTH. ROSEVILLE, CA 95661 OFFICE: (916) 961-3960 9 MST60 (INSTALLED PER DETAIL 18/SD-2) OR DSC4 AT BEAM TO TRUSS OR TOP PLATE TO FAX: (916) 961-3965 TRUSS. WWW.PZSE.COM

10 INSTALL A34 CLIPS EACH SIDE OF BEAM ABOVE TO BEAM BELOW UNLESS OTHERWISE NOTED. STAMP

11 ALL KING POST TO HAVE A34 CLIPS EACH SIDE OF POST TO BEAM ABOVE AND BEAM (E) 6x_HDR (E) 6x_HDR BELOW UNLESS OTHERWISE NOTED.

3 CONTRACTOR SHALL FIELD VERIFY EXISTING BEAM SIZE. NOTIFY PZSE, INC IF SIZE DIFFERS FROM BEAM SCHEDULE. PZSE, INC SHALL THEN DETERMINE IF THE EXISTING BEAM IS ADEQUATE TO SUPPORT THE APPLIED LOADS.

11 2x6 LEDGER WITH 16d @ 3" O.C. TO TOP PLATE OR 2x10 LEDGER WITH (5) 16d TO EACH (E) 6x_HDR STUD.

12 (8) LTP4 CLIPS RAFTER TO TOP PLATE INSTALLED PER DETAIL 6/SD-2. SEE DETAIL 179 FOR

(E) 6x_HDR DRAG STRUT CONNNECTION. THIS DRAWING IS NOT TO BE (E) HIP

(E) 6x_HDR 13 2x6 FLAT BLOCKING @ 12" O.C. SUPPORTING PONY WALL ABOVE. FACE NAIL TRUSS TOP CONSIDERED FINAL NOR IS IT TO (E) HIP CHORD WITH (4) 16d EACH END. SEE DETAIL 533. BE USED FOR CONSTRUCTION (E) 6x_HDR (E) 6x_HDR (E) 6x_HDR (E) 6x_HDR (E) 6x_HDR UNLESS STAMPED AND SIGNED 14 INSTALL A 20'-0" LONG TYPE 2 SHEAR WALL FROM THE TOP PLATE OF THE SIMPSON SW'S BY THE PROJECT ENGINEER TO THE BOTOM OF THE ROOF PER DETAIL 11/SD-2 (139 OR 141). EDGE NAIL ROOF SPS TO TYPE 2 SHEAR WALL.

15 ATTACH DOUBLE RAFTERS TO HIP, VALLEY OR RIDGE WITH (3) 16d END NAILED AND (1) PROJECT MANAGER: PKZ A35 CLIP. (E) 6x_HDR (E) 6x_HDR (E) 6x_HDR DESIGNER: ___ 16 BEAM SHALL BE CONTINUOUS OVER SIMPSON STRONG WALL. SPLICE BEAM AS REQUIRED AT CENTER OF STRONG WALL AND CONNECT WITH ST6224 STRAP TIE. DRAFTER: HAD 17 WHERE NO POST CAP IS CALLED OUT, INSTALL AN A34 CLIP EACH SIDE OF CONNECTION FROM BEAM ABOVE TO POST OR TOP PLATE BELOW UNLESS OTHERWISE NOTED. CHECKER: PKZ 18 WHERE MULTIPLE POST SUPPORT OCCURS, CONNECT POSTS TOGETHER WITH LTP4 (E) HIP CLIPS AT 24" O.C ALONG LENGTH OF POST, TYPICAL UNLESS OTHERWISE NOTED. (E) RIDGE REVISIONS: (E) 6x_HDR

No. Revision Date

(E) VALLEY NEW ROOF AREA VENTILATION:

CONTRACTOR TO PROVIDE NEW ROOF AREA VENTILATION AS REQUIRED BELOW. (E) RIDGE (E) RIDGE (E) RIDGE (E) RIDGE CONTRACTOR SHALL VERIFY EXISTING ROOF VENTILATION AND MAINTAIN SUCH IN AREAS WHERE EXISTING ROOF IS TO BE REWORKED.

(E) VALLEY (E) 4x_ HDR (E) 4x_ HDR (E) 6x_HDR NEW ROOF AREA: 548.4 S.F. VENTILATION CALC: 548.4 S.F./300 = 1.8 S.F.

(E) RIDGE REQ'D VENTILATION: 260 SQ. IN EAVE VENTING (50%): 130 SQ. IN/9 SQ IN = 15 BAYS (E) VALLEY (E) HIP UPPER ATTIC VENTING (50%): 130 SQ IN/150 SQ IN = 1 DORMER

(E) RIDGE (E) 6x_HDR NOTE: 1. 50% OF VENTILATION MUST BE IN UPPER 1/3 OF ATTIC SPACE - USE ROOF MOUNTED GSM DORMER VENTS. 2. CONTRACTOR SHALL SUPPLY ALL VENTILATION AMOUNTS ABOVE AS A MINIMUM - EAVE (E) HIP VENTING SHALL BE (3) 2" DIA HOLES PER ROOF BAY (9 SQ IN PER BAY). 3. UPPER ATTIC VENTING SHALL BE ROOF MOUNTED GSM DORMER VENTS (150 SQ IN PER 6x_HDR 6x_HDR (E) 6x_HDR VENT). (E) VALLEY 4. ALL VENTS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MAXIMUM OPENING OF 1/4" IN DIMENSION. 5. VAULTED CEILINGS SHALL HAVE A MINIMUM 1" AIR SPACE BETWEEN INSULATION AND ROOF (E) 6x_HDR SHEATHING.

(E) 6x_HDR (E) 6x_HDR 6x_HDR 6x_HDR (E) 6x_HDR (E) 6x_HDR (E) 6x_HDR

EXISTING 2x8 DF #2 RAFTERS @ 16" O.C. BEAM SCHEDULE

BEAM SIZE AND TYPE HANGER (LEFT : RIGHT)

B1 4x12 DF #2 HU412

1 B2 3 8" x 15" GLB

1 7 B3 3 2" x 11 8" LVL HUC612 : HGUS5.50/12 VIKING BUILDERS

3 7 B4 (2) 1 4" x 11 8" LVL

B5 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE B6

B7 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 B8

B9

B10 CLIENT: B11 PROJECT:

B12 PROJECT NUMBER:

B13 2016-08203

B14 DATE: B15 10-17-2016 B16

B17 SHEET TITLE: ROOF FRAMING PLAN B18 SCALE: 3/16" = 1'-0" B19

B20 ROOF FRAMING PLAN

FOR STANDARD NOTES, SHEAR WALL TABLE AND BRACED WALL PANEL SHEET NUMBER: CONSTRUCTION NOTES, SEE SHEET SN-1. S-3 RAFTER TIE A34 CLIP, STUD TO PLATE 2x LEDGER W/ (3) 16d TO EACH STUD. USE (4) All drawings are subject to copyright CONNECTION TABLE @ TOP & BOTTOM OF 16d FOR SPANS > 15'-0". LEDGER DEPTH TO DOUBLE TOP PLATE 4'-0'' LAP MIN WHERE CEILING JOISTS LAP OVER 2x BACKING W/ 16d @ 12" O.C. protection by law. Reproduction in WALLS OVER 10'-0" TALL. RAFTER TIE NO. MATCH CEILING JOIST. SEE RAFTER TIE TABLE W/ 24-16d LEDGER TO CEILING MEMBER any form is expressly forbidden SLOPE SPACING 16d CONN. FOR LEDGER CONNECTION WHERE CEILING PARTITION, ARE PARALLEL TO 2x CEILING MEMBER AND ARE CONNECTED TO without prior approval in writing from 24" 6 2 JOISTS ARE CONTINUOUS TO RAFTERS. 4:12 RAFTERS, FACE NAIL PER RAFTER (6) 16d's, KING STUD TO 48" 11 4 2x BACKING W/ 16d @ 8" O.C. PZSE, INC. TIE CONNECTION TABLE. HEADER HEADER TO MATCH STUD WIDTH A34 CLIP, HEADER TO INSTALL ST6224 WHERE BOTH TOP PLATES ARE 24" 5 2 (3) 8d T.N., CEILING ''D'' 5:12 OTHERWISE MIN. (3) 16d TRIMMER IF OPENING IS INTERUPTED DUE TO BEAM INSTALLATION, 48" 9 3 JOIST TO TOP PLATE FOR TYPICAL HEADER GREATER THAN 10' WIDE U.O.N. SEE SHEAR WALL PLAN 24" 4 2

7:12 S1.5 2x SOLID BLOCKING FOR SPS S1.5 SCHEDULE SEE: ADDITIONAL 2x KING STUD 48" 7 3 GYPBOARD S1.5 AND AT 10'-0" O.C. MAX FROM S1.5 DETAIL "3" THIS SHEET 24" 3 2

IF OPENING IS GREATER S1.5 ENDS OF STUDS 9:12 S1.5 THAN 6'-0" WIDE 48" 5 2 24" 3 2 2x CEILING MEMBER NOTE: ‘$1&+25%2/76# 12:12 2x BLOCKING, DEPTH TO MATCH 48" 4 2 CEILING JOIST. SEE PLAN FOR GAP BETWEEN BOTTOM OF 6'-0" O.C. WITH 3" x 3" x CEILING JOIST, NAILED TO TOP USE STC CLIP @ MFD TRUSS TOP PLATE NOTE: SIZE, SPACING AND LOCATION TRUSS CHORD AND TOP OF PZSE, INC. 0.229" THICK WASHERS 2x SILL UP TO 6'-0" PLATE W/ (3) 8d T.N. (1) 2x KING STUD IF OPENING 1. USE 16d COMMONS OR SINKERS NAIL IN MIDDLE OF SLOTS NON-BEARING WALL TOP 8150 SIERRA COLLEGE BLVD., U.O.N. (SEE "SHEAR WALL WIDE OPENING 1 LUS24: 2x4 & 2x6 CEILING JOISTS IS 6'-0" WIDE OR LESS 2. USE SDS 4" x 3" WOOD SCREWS PLATE IS A RESULT OF TABLE" FOR SIZE AND (2) 2x SILL 6'-0" TO 10'-0" LUS28: 2x8 & 2x10 CEILING JOISTS DOUBLE TOP PLATE ST. 150 (6) 16d @ STUD AT LEDGER CONNECTION WHERE CAMBER BUILT INTO SPACING) (3) 2x SILL 10'-1" TO 12'-0" (3) 16d STUD TO CEILING JOISTS ARE CONTINUOUS ROSEVILLE, CA 95661 TO BEAM 2x STUDWALL 2x STUDWALL TRUSS. DO NOT 2x TRIMMER STUD BEAM BEAM EA SIDE TO RAFTERS. INTENTIONALLY REMOVE. OFFICE: (916) 961-3960 2x BLOCKING WITH AT EXTERIOR WALLS ONLY, SUPPORT PER GYPBOARD COUNTERSUNK BOLT 16d @ 12" O.C. FAX: (916) 961-3965 SEE "DETAIL 1" THIS SHEET PLAN HEAD WHERE STUD STAGGERED, HEADER SCHEDULE (U.O.N.) CEILING JOIST SCHEDULE FOR ADDITIONAL 16d @ 12" O.C. WWW.PZSE.COM OCCURS STUD TO BEAM CONNECTION REQ'S STAGGERED, STUD TYPICAL UNLESS OTHERWISE NOTED 2x CRIPPLE STUDS SUPPORT. FULL HEIGHT MAXIMUM 2x4 FLAT FRAMING @ 48" O.C. TO BEAM SUPPORT. BEARING NON-BEARING STAMP 2x SILL PLATE WITH FULL UNDER OPENING, TYP STUD EA SIDE OPENING SIZE SIZE SPACING MAX SPAN (@ 10 MAX SPAN (@ 20 W/ (2) 16d @ WALL & EA END BEARING ON CONCRETE (DF #2) (INCHES) PSF LIVE LOAD) PSF LIVE LOAD) BEAM SUPPORT 4'-0" 4x6 OR 6x6 4x4 OR 4x6 FLAT 2x OFFSET CEILING MEMBER PER PLAN 16 10'-0" 8'-9" 6'-0" 4x10 OR 6x8 4x6 OR 6x6 2x4 24 8'-0" 7'-2" BEAM PARALLEL TO WALL BEAM PERPENDICULAR TO WALL TOP OF 8'-0" 4x12 OR 6x10 4x8 OR 6x8 16 15'-0" 12'-10" CURB 6'-0'' MAX 9'' 9'' 9'' 9'' 6'-0'' MAX 2x6 2x BACKING W/ 16d @ 8" O.C. 24 13'-0" 10'-6" GYPBOARD

7'' USE HU4XX OR HU6XX HANGERS TO MATCH BEAM TOP OF TYP TYP DEPTH WHERE REQUIRED. USE HSUR/L410 16 20'-0" 16'-3" CONCRETE EMBED HANGERS AT SKEWED CONNECTIONS 2x8 EMBED 7" END OF SILL PLATE OR AT END OF 24 18'-0" 13'-3" NOTCH GREATER THAN 1/3 PLATE WIDTH 16 24'-0" 19'-10" TYPICAL EXTERIOR WALL FRAMING BEAM CONNECTION DETAIL HEADER & CEILING JOIST TABLES 2x10 PARTITION WALL CONNECTION 1 2 3 24 22'-0" 16'-3" 4 Scale: 1" = 1'-0" 070 Scale: 1" = 1'-0" 547 Scale: 1" = 1'-0" 532 Scale: 1" = 1'-0" 548 THIS DRAWING IS NOT TO BE CONSIDERED FINAL NOR IS IT TO L/6 MIN "D" MIN WHERE BEARING JOIST OR PROVIDE NEAT CLEAN HOLE PER C FRAMING MEMBER AT BE USED FOR CONSTRUCTION L/3 MAX RAFTER OCCURS OVER SCHEDULE BELOW AT L AND 5/8" STUD BAY WITH DRILLED MIN CLR FROM EDGE OF PLATE ADJOINING PANEL EDGE, UNLESS STAMPED AND SIGNED L/3 MAX PROVIDE 2x OR 3x PER TOP PLATE, ADD STUD EDGE NAIL TO BLOCKING PER BY THE PROJECT ENGINEER BELOW SHEARWALL SCHEDULE

2" MIN PLAN AT BLOCKED DIAPHRAGM BLOCKING BETWEEN D/6 MAX (WHERE OCCURS) FRAMING MEMBERS STAGGER HORIZONTAL (WHERE OCCURS) STUD DEPTH BLOCKING AT ALL HORIZONTAL ADJOINING PANEL JOINTS MIN. 12" PROJECT MANAGER: PKZ EDGE NAILING PER PLAN AT

L JOIST EDGES, PROVIDE 2x OR 3x PER C D ALL SUPPORTED EDGES PROVIDE 1/8" GAP BETWEEN E.N. PER SHEARWALL PANEL EDGES, TYPICAL SHEARWALL SCHEDULE SCHEDULE DESIGNER: ___ D/3 MAX D/3 MAX (EXCEPT AT T&G SHEATHING) SHEARWALL PER PLAN DRAFTER: D/3 MAX RPS STRAP ACROSS EA HAD PLATE AS REQUIRED PER MIN. 1/8" SPACE SCHEDULE U.O.N. ON PLANS 2" MIN BETWEEN PANELS CHECKER: PKZ 5/8" MIN. D: DEPTH OF CEILING JOIST OR RAFTER. FIELD NAILING PER HOLDOWN POST PER PLAN Ds : STUD WIDTH SHEARWALL SCHEDULE REVISIONS: E.N. FULL HEIGHT L: CLEAR SPAN HOLE SCHEDULE No. Revision Date STUD WALL PER PLAN N: 40% @ BEARING WALLS OR 60% @ BEARING WALLS MAX HOLE SIZE W/O MAX HOLE SIZE W/ RPS C FIELD NAIL PER PLAN Ds MIN Ds x N MAX @ L TOP PLATE WHERE STUDS ARE DOUBLED AND NO MORE THAN (2) WALL TYPE STRAP (40%-60% OF STUD STRAP (5/8" MIN EDGE SIZE SUCCESSIVE SETS OF DOUBLE STUDS ARE BORED. WIDTH) CLEARANCE) FRAMING MEMBERS PER PLAN 60% @ NON-BEARING PARTITION WALLS. NOTES: HOLDOWN WHERE 2x4 2-1/8" 2-1/4" 1. STAGGER PLYWOOD JOINTS MIN. E.N. PER SHEARWALL INTERIOR OCCURS PER PLAN 2'-0" O.C. & ALIGN PLYWOOD JOINTS SCHEDULE NOTE: NON-STRUCTURAL 2x6 3-1/4" 4-1/4" OVER FRAMING MEMBERS 1. DO NOT NOTCH BOTTOM OF CEILING JOIST OR RAFTER. SILL PLATE ANCHOR BOLTS PER 2. SEE SHEET S-N FOR SHEATHING PER PLAN Ds

MAX 2. PROVIDE NAIL GUARDS AS REQUIRED SHEARWALL SCHEDULE Ds SPECIFICATIONS. INTERIOR / 2x4 1-3/8" 2-1/4" 3. ORIENT PLYWOOD WITH FACE EXTERIOR SW OR GRAIN PERPENDICULAR TO BEARING 2x6 2-1/4" 4-1/4" FRAMING MEMBERS. TYPICAL HOLES AND NOTCHES 4. MIN. PANEL SIZE TO BE 2'-0" x 2'-0" IN SOLID SAWN MEMBERS HOLES IN TOP PLATE DETAIL DIAPHRAGM NAILING UNLESS ALL EDGES ARE BLOCKED. SHEARWALL FRAMING DETAIL 5 6 7 8 Scale: 1" = 1'-0" X Scale: 1" = 1'-0" X Scale: 1" = 1'-0" X Scale: 3" = 1'-0" X SLEEVED PIPE FRAMING NOT SHOWN REINFORCEMENT 2 MIN, FOR THROUGH FOOTING 1/8" CLR PER PLAN STEP FTGS 1 MAX 3/8" PROVIDE 1/8" SPACE ƒ0$; 3/8" BETWEEN PANELS AT NAILS PER PLAN NAILS PER PLAN ƒ-+22. ƒ/+22. TIME OF INSTALLATION

APA RATED SHEATHING OF SHEATHING APA RATED SHEATHING 12 DIA OR 6" MIN FOR BEAMS & SLABS U.O.N. PER PLAN PER PLAN 24" MIN LAP R ALTERNATE TAILS 6" MIN 6" TYP R (TYP.) 6" MIN BENT BARS

R=3 DIA FOR #3 TO #7 6 DIA OR 4" MIN LAP R=4 DIA FOR #8 TO #11 REINFORCEMENT SAME SIZE AS IN FOOTING PER PLAN CONTINUOUS FOOTING FRAMING FRAMING REBAR PER PLAN REBAR PER PLAN STANDARD HOOKS 40 BAR DIA.

MEMBER MEMBER MIN. (18" MIN) (WHERE (WHERE 3" WIRE TOGETHER @ EA END 40 BAR DIA. CLR MIN. (18" MIN) OCCURS) OCCURS) 6 DIA OR 4" MIN SPLICES FINISH GRADE 1'-6" 6 ƒ 1 MAX NOTE: ALL PIPES SHALL HAVE A PVC SLEEVE 2" REINFORCEMENT LARGER THAN PIPE OUTER DIAMETER PER PLAN VIKING BUILDERS NO PIPES PIPE AND COLUMN BAR OFFSET NOTE: NOTE: PLUMBING EMBEDDED INTO CONCRETE TYPICAL CORNER TYPICAL INTERIOR TYPICAL CORNER TYPICAL INTERIOR PARALLEL TO TRENCH TO BE PROVIDE 1/8" SPACE BETWEEN PANELS AT FOR DOUBLE SIDED SHEAR WALLS INSTALL SHALL HAVE FLEXIBLE COUPLINGS AT ENTRY/EXIT POINTS. NO PIPE TO RUN FOOTING THIS LOCATED TIME OF INSTALLATION OF SHEATHING SHEATHING WITH MINIMUM OVERLAP OF SLEEVED PIPES PARALLEL IN FOOTING, ALL PIPES TO HAVE AREA ABOVE SLOPED SINGLE LAYER REINFORCING DOUBLE LAYER REINFORCING TYP LAP SPLICE ONE STUD BAY THROUGH LINE BEND AROUND PIN (4 DIA MIN) 1-1/2" CLR. TO REINFORCING. 6" CLEARANCE BAR CONC MASONRY 9048 ELM AVENUE, ORANGEVALE, CA 95662

FOOTING UP TO #5 BARS TURNING POINT ORANGEVALE SHALL BE MAINTAINED BETWEEN PIPES. PIPE PARALLEL #4 24" 26" SINGLE SIDED DBL. SIDED S.W. OFFSET TO FOOTING #5 30" 1 STIRRUPS AND TIES 39" #6 36" 47" SHEARWALL NAILING DETAIL PIPE THROUGH FOOTING DETAIL 2 CONTINUOUS FOOTING REINFORCING REINFORCING STEEL DATA #7 48" 55" 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 9 10 11 12 Scale: NOT TO SCALE X Scale: NOT TO SCALE X SECTION VIEW Scale: 1" = 1'-0" X Scale: 1" = 1'-0" X

SN STUD TO POST SN STUD TO POST L SN STUD TO POST L L COUPLER NUT & THREADED ROD TO EN EN X EN X X MATCH SSTB"XX" ANCHOR BOLT CLIENT: PROJECT: DIAMETER AT RAISED FLOOR 1-3/4" MIN EDGE LOCATIONS PROJECT NUMBER: EN DISTANCE CORNER INSTALLATION (INSTALL WITH ARROW ON TOP OF 2016-08203 THE BOLT ORIENTED AS SHOWN) EN EN DATE: ƒ HD (SHARED) HD (SHARED) L X HD (SHARED) SSTB ANCHOR X L X L 6" MIN. 8" FOR 7/8" BOLT HEAD 10-17-2016 #4 REBAR U.O.N. DIA. SSTB 16 SEE PLANS OPTION A OPTION B OPTION C ƒ SHEET TITLE: CONCRETE SN STUD TO POST OUTER EDGE HD (SHARED) FOOTING OF CONCRETE

NON-CORNER INSTALLATION %2/70$<%(,167$//('#ƒ STRUCTURAL 72ƒ$66+2:1 EN EN X X L L EN DETAILS HD (SHARED) X L X L NOTE: ƒƒƒ SSTB ANCHOR HD (SHARED) PROVIDE 3" MINIMUM COVER ON SIDES AND BOLT HEAD BOTTOM OF SSTB"XX" ANCHOR BOLTS.

OPTION D OPTION E OPTION F ƒ SHEET NUMBER: NOTE: FOR SHEAR NAIL (SN) SCHEDULE, SEE "SHEAR WALL TABLE" ON SHEET SN-1. OUTER EDGE HOLDOWN OPTIONS DETAIL ANCHOR BOLT DETAIL OF 13 Scale: 1" = 1'-0" 14 Scale: 1" = 1'-0" CONCRETE 15 Scale: 1" = 1'-0" 16 Scale: 1" = 1'-0" X X SD-1 All drawings are subject to copyright GENERAL NOTES: STRUCTURAL STEEL NOTES: GLUE LAMINATED MEMBER REQUIREMENTS: protection by law. Reproduction in 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK 1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARD OF THE AMERICAN 1. GLUE LAMINATED MEMBERS SHALL BE ENGINEERED, STRESS RATED AND FACTORY LAMINATED FOR WET USE. EXPOSED AND SHALL NOTIFY PSZE, INC - STRUCTURAL ENGINEERS, (PZSE, INC) OF ANY DISCREPANCIES. INSTITUTE OF STEEL CONSTRUCTION, AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, AISC 360-10, AISC 431-10 AND MEMBERS SHALL BE "ARCHITECTURAL APPEARANCE" GRADE AND NON-EXPOSED MEMBERS SHALL BE "INDUSTRIAL any form is expressly forbidden 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/ OR AISC 358-10. APPEARANCE" GRADE. STRUCTURAL GLUE LAMINATED MEMBERS SHALL CONFORM TO CHAPTER 23 OF THE 2013 CBC, AITC SHEAR WALL TABLE without prior approval in writing from SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF PZSE, INC BEFORE PROCEEDING WITH WORK SO 2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND A190.1-2012 AND ASTM D 3737. GLUE LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP PER PZSE, INC. INVOLVED. SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. 2013 CBC 1704.2. 3 SHEAR 1 STRUCTURAL 2 EDGE 7 8 9 1 6 SOLE AND ROOF/ TOP PLATE 5 7 LTP4 CLIP 3. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH PZSE, INC BEFORE PROCEEDING WITH CONSTRUCTION. 3. SUBMIT STEEL SHOP DRAWINGS TO PZSE, INC FOR REVIEW PRIOR TO FABRICATION. TYPE ANCHOR BOLTS STUDS SHEAR NAILING A. SIMPLE SPANS...... 24F-V4 DF/DF CAPACITY PANEL NAILING (EN) SILL PLATES SHEAR TRANSFER SPACING 4. ALL MATERIAL AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 CBC. 4. STRUCTURAL STEEL GRADES: B. CANTILEVERS & CONTINUOUS SPANS...... 24F-V8 DF/DF 5. PROVIDE MANUFACTURER'S APPROVED PRODUCT EVALUATION REPORTS (ICC REPORTS) AND A LIST OF ALL 2. CAMBER SHALL BE A MINIMUM RADIUS OF 1600 FEET UNLESS OTHERWISE NOTED. 3/8" CDX OR 8d @ 6" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. PROPOSED SUBSTITUTIONS TO PZSE, INC FOR REVIEW AND WRITTEN APPROVAL BEFORE FABRICATION AND/ OR A. SHAPES AND PLATES ASTM A36 (Fy=36 KSI) 1 L 260 2x MINIMUM 2x MINIMUM 16d @ 6" O.C. 30" O.C. 3. CERTIFICATE OF COMPLIANCE: (TIMBER PRODUCTS INSPECTION, INC., APA OR AITC CERTIFICATE). SUBMIT CERTIFICATE TO THE OSB, BLOCKED 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. INSTALLATION. B. STRUCTURAL TUBING ASTM A500, GRADE B (Fy=42 KSI) BUILDING INSPECTOR PRIOR TO INSTALLATION. 6. NEITHER THE OWNER NOR PZSE, INC WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR C. STEEL PIPES ASTM A53 TYPE E OR S, GRADE B (Fy=35 KSI) 4 SHOP DRAWINGS SHALL BE REVIEWED BY PZSE, INC BEFORE FABRICATION. 3/8" CDX OR 8d @ 4" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND BRACING, AND SHALL D. WIDE FLANGE BEAMS & COLUMNS ASTM A572, GRADE 50 (Fy=50 KSI) 2 L 350 2x MINIMUM 2x MINIMUM 16d @ 4" O.C. 22" O.C. 5. PRESSURE TREATMENT & PROTECTION: OSB, BLOCKED 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH E. ANCHOR BOLTS & NUTS BOLT: ASTM F1554 GRADE 36; NUT: ASTM 563A HEX A. COLORLESS END SEALER: SHALL BE APPLIED IMMEDIATELY TO THE ENDS OF ALL MEMBERS AFTER FABRICATION AND STANDARDS, LAWS AND REGULATIONS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE F. MACHINE BOLTS & NUTS BOLT: ASTM A307 GRADE A; NUT: ASTM 563A HEX FIELD TRIMMING. MEMBERS SHALL BE INDIVIDUALLY WRAPPED. 3/8" CDX OR 8d @ 3" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. FINISHED STUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTUCTION. THE G. HIGH STRENGTH BOLTS & NUTS BOLT: ASTM A325 TYPE 1 OR 3; NUT: ASTM 563DH HEX 3 L 490 3x MINIMUM 2x MINIMUM 16d @ 3" O.C. 16" O.C. B. PRESSURE TREATMENT: FOR ALL MEMBERS EXPOSED TO WEATHER AND NOT PROTECTED BY A ROOF OR EAVE OSB, BLOCKED 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. PZSE, INC. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE H. WELDED HEADED STUDS ASTM A108 OVERHANG. STRUCTURE DURING CONSTRUCTION. IF A LAWSUIT IS FILED BY ONE OF THE CONTRACTOR'S OR 8150 SIERRA COLLEGE BLVD., C. FIELD TREATMENT: ALL CUTS, HOLES, ETC. SHALL BE RE-COATED AS RECOMMENDED BY THE MANUFACTURER. 3/8" CDX OR 8d @ 2" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. 5. ALL BOLTS SHALL BE MACHINE BOLTS UNLESS OTHERWISE NOTED. 4 L 600 3x MINIMUM 2x MINIMUM 16d @ 2-1/2" O.C. 13" O.C. SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE, THE CONTRACTOR WILL INDEMNIFY, DEFEND AND HOLD THE 6. SHAPED MEMBERS: PROVIDE ADDITIONAL COMPRESSION / TENSION LAMINATIONS WHERE TOP/ BOTTOM LAMINATIONS HAVE OSB, BLOCKED 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. ST. 150 OWNER AND PZSE, INC HARMLESS OF ANY AND ALL SUCH CLAIMS. 6. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. BEEN SHAPED. THE DEPTH SPECIFIED DOES NOT INCLUDE THE SHAPED LAMINATIONS. ROSEVILLE, CA 95661 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL STRUCTURAL ELEMENTS AND 7. PLACE NON-FERROUS, NON-SHRINK GROUT (BURKE OR APPROVED EQUAL) UNDER ALL BASE PLATES BEFORE ADDING 1 3/8" CDX OR OSB 8d @ 4" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. SIMPSON SDS 4" x 6" MEMBERS (I.E. ROOF, SLAB, COLUMNS ETC.) ARE ADEQUATELY BRACED DURING CONSTRUCTION. BRACING OF VERTICAL LOAD. 5 L 760 3x MINIMUM 3x MINIMUM 10" O.C. OFFICE: (916) 961-3960 BOTH SIDES, BLK'D 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. SCREW @ 5" O.C. SUCH ELEMENTS AND MEMBERS SHALL REMAIN IN PLACE UNTIL THEY ARE PROPERLY SECURED. 8. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN FAX: (916) 961-3965 8. CONSTRUCTION MATERIAL SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY, AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION 1 3/8" CDX OR OSB 8d @ 3" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. SIMPSON SDS 4" x 6" SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". E70XX ELECTRODES SHALL BE USED UNLESS OTHERWISE NOTED. 6 L 980 3x MINIMUM 3x MINIMUM 8" O.C. WWW.PZSE.COM BOTH SIDES, BLK'D 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. SCREW @ 3-1/2" O.C. 9. SPECIFIC DETAILS OR NOTES ON OTHER SHEETS SHALL PREVAIL OVER STANDARD NOTES ON THIS SHEET. WHERE ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS. ALL GROOVE OR BUTT NAILING SCHEDULE PER TABLE 2304.9.1: CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE WELDS SHALL BE COMPLETE PENETRATION WELDS. ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH. THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. WHERE POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL 1 3/8" CDX OR OSB 8d @ 2" O.C. EN, ‘$%$72& SIMPSON H1 @ 24" O.C. SIMPSON SDS 4" x 6" STAMP SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 9. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS NOT SHOWN IN THESE DRAWINGS. BE USED INSTEAD OF TOE NAILS. SEE THE DRAWINGS FOR ADDITIONAL NAILING REQUIREMENTS. 7 L 1280 3x MINIMUM 3x MINIMUM 6" O.C. BOTH SIDES, BLK'D 12" O.C. FN W/ 7" MIN EMBEDMENT OR RBC CLIPS @ 24" O.C. SCREW @ 3" O.C. 10. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THE UTILITY SERVICE IN THE AREA TO BE EXCAVATED WHERE STEEL IS EMBEDDED IN CONCRETE OR MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS PRIOR TO BEGINNING EXCAVATION. REINFORCING BARS WHERE INDICATED ON THE DRAWINGS. 1. JOIST TO SILL (PLATE) OR GIRDER, TOENAIL ...... (3) 8d COMMON OR (3) 16d BOX 11. NO PIPES, DUCTS, SLEEVES, CHASE ETC., SHALL BE PLACED IN SLABS, BEAMS, COLUMNS, WALLS, ETC., UNLESS 2. BRIDGING TO JOIST, TOENAIL EACH END ...... (2) 8d COMMON OR (2) 16d BOX NOTES: SYMBOLS: SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., 3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL ...... (2) 8d COMMON 1. WHERE ALLOWABLE SHEAR CAPACITY IS GREATER THAN 350 PLF, STUDS 1. ALL SHEAR PANELS SHALL HAVE A 4x POST AT EACH END WITH FULL HEIGHT EDGE NAILING. UNLESS SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST, FACE NAIL ...... (3) 8d COMMON RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3x NOMINAL 2. WRAP MST OR CMST STRAP TIES AROUND BEAM AS REQUIRED. DUCTS, ETC. STRUCTURAL WOOD NOTES: 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL ...... (2) 16d COMMON MEMBERS OR THICKER. 1. EDGE OR END DISTANCES OF NAILS IN THE DIRECTION OF STRESS SHALL NOT BE LESS THAN ONE HALF THE REQUIRED 6. SOLE PLATE TO JOIST OR BLOCKING: 2. WHERE PLYWOOD IS APPLIED TO BOTH FACES OF WALL, PROVIDE 3x STUDS PENETRATION OF 12 NAIL DIAMETERS. THE SPACING CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS SHALL FACE NAIL ...... 16d BOX @ 16" O.C. OR BLOCKING AT PANEL EDGES AND STAGGER EDGE NAILING. SIMPSON MST37 (2095 lbs). SIMPSON STHD 14 (RJ WHERE APPLICABLE) 3235 lbs. REINFORCED CONCRETE NOTES: NOT BE LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, AT BRACED WALL PANELS ...... (3) 16d BOX per 16" O.C. 3. "L" INDICATES LENGTH OF SHEAR WALL PANEL. SHALL BE BORED TO A DIAMETER SMALLER THAN THAT OF THE NAIL. 7. TOP PLATE TO STUD, END NAIL ...... (2) 16d COMMON OR (3) 16d BOX 1. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II. 4. TOP PLATES SPLICE ALONG ALL EXTERIIOR WALLS AND INTERIOR SHEAR SIMPSON HDU2 W/ SSTB20 HOLD DOWN AB (3075 lbs). 2. ANCHOR BOLTS HOLES SHALL BE 1/32 TO 1/16 INCH LARGER THAN THE ANCHOR BOLT DIAMETER. HOLES MORE THAN 1/16 8. STUD TO SOLE PLATE: SIMPSON MST48 (3370 lbs). 2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WALLS SHALL BE 48" IN LENGTH MINIMUM AND NAILED WITH (24) 16d BOX INCH LARGER SHALL BE EPOXY FILLED UNDER THE CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR. TOENAIL ...... (4) 8d COMMON OR (4) 16d BOX WEIGHT CONCRETE. NAILS. SIMPSON HDU4 W/ SSTB24 HOLDOWN AB (4565 lbs). 3. ANCHOR BOLTS AND NUTS SHALL BE PROVIDED WITH SQUARE STEEL PLATE WASHERS UNDER HEADS AND NUTS WHICH END NAIL ...... (2) 16d COMMON OR (3) 16d BOX; 5. INSTALL FRAMING CLIPS ALONG ENTIRE LENGTH OF ROOF DIAPHRAGM. SIMPSON MST60 (4830 lbs). 3. ANCHOR BOLTS SHALL CONFORM TO ASTM ASTM F1554 GRADE 36. USE (2) 20d COMMON @ 3x SOLE PLATE BEAR ON WOOD: 6. STUDS TO BE SPACED AT 16"O.C. MAXIMUM. 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND 9. DOUBLE STUDS, FACE NAIL ...... 16d BOX @ 24" O.C. 7. STRUCTURAL PANEL NAILS SHALL BE COMMON NAILS: THIS DRAWING IS NOT TO BE INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 10. DOUBLE TOP PLATES: SIMPSON HDU8 W/ SSTB34 HOLDOWN AB (6970 lbs). 8d = 2-1/2 INCHES x 0.131 INCHES DIAMETER; SIMPSON CMST12 W/ 45" 5. FINISHED SURFACES OF FLOOR SLABS SHALL NOT DEVIATE MORE THAN 1/8" FROM THE LOWER EDGE OF A 10 FOOT SIZE FACE NAIL ...... 16d BOX @ 16" O.C. CONSIDERED FINAL NOR IS IT TO BOLT DIAMETER THICKNESS 10d = 3 INCHES x 0.148 INCHES DIAMETER; END LENGTH AND 16d @ STRAIGHT EDGE. (INCHES) LAP SPLICE ...... (12) 16d BOX U.O.N., SEE SHEAR WALL TABLE SIMPSON HDQ8 W/ SSTB34 HOLDOWN AB (7630 lbs). (INCHES) (INCHES) FLOOR TO FLOOR SHEAR NAILING SHALL BE BOX NAILS: 1-3/4" O.C. (9640 lbs). BE USED FOR CONSTRUCTION 6. CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA: 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL ...... (3) 8d COMMON OR (3) 16d BOX THE MINIMUM SIZE PLATE WASHER FOR ANCHOR 16d = 3-1/2 INCHES x 0.135 INCHES DIAMTER 1/2 3/16 2 x 2 12. RIM JOIST TO TOP PLATE, TOENAIL ...... 8d COMMON @ 6" 0.C. OR 16d BOX @ 6" 0.C. UNLESS STAMPED AND SIGNED BOLTS SHALL BE 3"x3"x0.229" THICK. THE HOLE IN INDICATES SIMPSON HDU11 HOLDOWN IN 4x8 (MIN) MIN 28 DAY 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL ...... (2) 16d COMMON OR (3) 16d BOX 8. WHERE EXISTING FOOTING OCCURS, INSTALL EPOXY ADHESIVE ANCHORS AT BY THE PROJECT ENGINEER MAX MAX 5/8 1/4 2 x 2 THE PLATE WASHER MAY BE DIAGONALLY THE SAME SPACING AS ANCHOR BOLTS. 3267:,7+‘$1&+25%2/76%[STEMWALL LOCATION COMP MIN CEMENT 14. CONTINUOUS HEADER, TWO PIECES (ALONG EACH EDGE) ...... 16d COMMON @ 16" O.C. (WHERE OCCURS) SHALL BE MINIMUM 12" WIDE x 30" AGGREGATE SLUMP SLOTTEDWITH A MAXIMUM WIDTH 3 " GREATER 9. THE MINIMUM SIZE PLATE WASHER FOR ANCHOR BOLTS SHALL BE 3 INCHES x STRENGTH 3/4 5/16 2-3/4 x 2-3/4 16 15. CEILING JOISTS TO PLATE, TOENAIL ...... (3) 8d COMMON OR (5) 16d BOX LONG (11175 lbs). THAN THE BOLT DIAMETER AND A LENGTH NOT TO 3 INCHES x 0.229 INCHES THICK. THE HOLE IN THE PLATE WASHER MAY BE FOUNDATION 2500 psi 5.5 SACKS/ YD 1" 4" 16. CONTINUOUS HEADER TO STUD, TOENAIL ...... (4) 8d COMMON 7/8 5/16 3 x 3 3 3 EXCEED 1 4" PROVIDED A STANDARD CUT WASHER 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ...... (3) 16d COMMON OR (4) 16d BOX MIN., SEE PLANS DIAGONALLY SLOTTED WITH A MAXIMUM WIDTH 16" GREATER THAN THE BOLT IS PLACED BETWEEN THE PLATE WASHER AND NUT. 3 SIMPSON HDU14 HOLDOWN IN A 4x8 (2x4 STUDWALL) PROJECT MANAGER: PKZ NONSTRUCTURAL 5.0 SACKS/ YD 1 3/8 3-1/2 x 3-1/2 18. CEILING JOISTS PARALLEL TO RAFTERS, FACE NAIL ...... (3) 16d COMMON OR (4) 16d BOX MIN. SEE PLANS DIAMETER AND A LENGTH NOT TO EXCEED 1 4" PROVIDED A STANDARD CUT 2500 psi 1" 4" 25[3267:,7+‘$1&+25%2/76%[ SLAB ON GRADE SLAB ON GRADE 19. RAFTER TO PLATE, TOENAIL...... (3) 8d COMMON OR (3) 16d BOX WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. STEMWALL (WHERE OCCURS) SHALL BE MINIMUM 12" 4. ALL FRAMING CONNECTORS ANCHORS, POST CAPS, COLUMN BASES, ETC. SHALL BE MANUFACTURED BY "SIMPSON 20. BUILT-UP CORNER STUDS...... 16d COMMON @ 24" O.C. OR 16d BOX @ 16" O.C. DESIGNER: ___ 21. 2" PLANKS, EACH END AND EACH BEARING...... (2) 16d COMMON WIDE x 30" LONG (14375 lbs). COMPANY" AND INSTALLED PER THE MANUFACTURER'S APPROVED PRODUCT EVALUATION REPORTS (ICC APPROVED). 7. CONCRETE MIX TESTING AND DESIGN SHALL MEET THE REQUIREMENTS OF CHAPTER 3 OF ACI 318-11 AND SECTION 22. COLLAR TIE TO RAFTER, FACE NAIL...... (3) 10d COMMON OR (4) 16d BOX THE SIZE AND NUMBER OF NAILS SHALL BE THE MAXIMUM SPECIFIED BY THE MANUFACTURER. 1904 OF THE 2013 CBC RESPECTIVELY, AND THESE SPECIFICATIONS. 23. JACK RAFTER TO HIP: 5. HOLD DOWN ANCHORS SHALL BE MANUFACTURED BY "SIMPSON COMPANY" AND INSTALLED PER THE MANUFACTURER'S DRAFTER: 8. ADMIXTURES SHALL BE REVIEWED BY PZSE, INC. CALCIUM CHLORIDE OR ADDED CHLORIDES ARE NOT PERMITTED. TOE NAIL...... (3) 10d COMMON OR (4) 16d BOX HAD APPROVED PRODUCT EVALUATION REPORTS (ICC APPROVED). THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE 9. DRY PACK SHALL BE 1 PART CEMENT AND 2 PARTS SAND BY VOLUME. FACE NAIL...... (2) 16d COMMON OR (3) 16d BOX HOLD DOWN POST WITHOUT FILLERS OR DAPPING. 10. PROVIDE A 3/4 INCH CHAMFER ON EXPOSED CORNERS. 24. ROOF RAFTER TO 2x RIDGE BOARD: FACE OR TOENAIL...... (2) 16d COMMON OR (3) 16d BOX BRACED WALL PANEL CONSTRUCTION NOTES: 11. CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE MINIMUM OR KEYED JOINTS PER PLAN. WAIT 48 6. ALL SILLS, LEDGERS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS-FIR CHECKER: 25. JOIST TO BAND JOIST, FACE NAIL...... (3) 16d COMMON OR (4) 16d BOX CONSTRUCTION OF BRACED WALL PANELS SHALL BE BY ONE OF THE FOLLOWING METHODS: HAND RAILING MANUFACTURER PKZ HOURS BETWEEN POURS. LARCH. NEWLY EXPOSED SURFACES RESULTING FROM FIELD CUTTING, BORING OR HANDLING SHALL BE TREATED IN 12. THE LOCATION OF ALL SLAB ON GRADE CONSTRUCTION, CONTROL, AND WEAKENED PLANE JOINTS NOT ACCORDANCE WITH AWPA M-4. SUBMITTAL NOTES: 7. FULL DEPTH BLOCKING OR BRIDGING SHALL BE INSTALLED AT INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT LESS THAN 3/8" SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE REVIEWED AND APPROVED BY PZSE, INC PRIOR TO THE SPECIAL INSPECTION/ INSPECTOR REQUIREMENTS (CHAPTER 17, 2013 CBC): WP L REVISIONS: RAFTERS 2x12 AND DEEPER. FOR 16" AND 24" STUD SPACING. NAIL W/ 6d @ 6" O.C. EDGES AND 12" O.C. FIELD. PLACING OF REINFORCEMENT. 1. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER PER SECTION 1704.2 OF THE 2013 CBC. THE RAILING MANUFACTURER SHALL SUPPLY CALCULATIONS 13. CONCRETE CURING SHALL BE PER THE PROVISIONS OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED 8. ROOF AND FLOOR JOIST OVER 4 INCHES DEEP SHALL HAVE THEIR ENDS HELD IN POSITION WITH EITHER: A) FULL DEPTH AND DETAILS FOR THE CONNECTION OF THE RAILING TO PZSE, 2. THE REPORT(S) PREPARED BY THE SPECIAL INSPECTOR SHALL BE SIGNED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SHALL BE CONCRETE OF THE AMERICAN CONCRETE INSTITUTE. BLOCKING, B) NAILED BRIDGING, C) NAILING OR BOLTING TO OTHER FRAMING MEMBERS OR, D) APPROVED JOISTS INC FOR REVIEW AND APPROVAL. THE DESIGN MUST CONFORM SUBMITTED TO THE BUILDING OFFICIAL AND PZSE, INC. GYPSUM BOARD (1/2" THICK x 4'-0" WIDE, WALLBOARD OR VENEER BASE) ON STUDS No. Revision Date 14. ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS. HANGERS. TO THE 2013 CBC. THE CALCULATIONS AND DETAILS SHALL BE 3. THE SPECIAL INSPECTION SHALL BE CONTINUOUS DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. GB L SPACED NOT OVER 24" O.C. AND NAILED W/ 5d COOLER NAILS @ 7" O.C. AT THE 9. ALL EXPOSED STEEL TIMBER HARDWARE, FASTENERS AND CONNECTORS SHALL BE GALVANIZED. STAMPED AND SIGNED BY A CALIFORNIA LICENSED CIVIL 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. EDGES AND IN THE FIELD. 10. CUTTING, NOTCHING, BORING OR COUNTER SINKING OF WOOD MEMBERS SHALL BE PERMITTED ONLY AS DETAILED OR ENGINEER. APPROVAL MUST BE OBTAINED AND SUBMITTED TO APPROVED BY THE ENGINEER. HOLES THROUGH PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED 40% THE BUILDING OFFICIAL AT LEAST TWO WEEKS PRIOR TO REINFORCING STEEL NOTES: OF THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE MEMBER. SUMMARY OF STRUCTURAL CONTINUOUS AND PERIODIC SPECIAL INSPECTION: 7/8" THICK PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE FRAME INSPECTION. LATHE ON STUDS SPACED AT 16" O.C. THE LATHE SHALL BE NAILED TO ALL STUDS, 1. BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 40. 11. JOISTS UNDER AND PARALLEL TO BEARING WALLS SHALL BE DOUBLED. PROVIDE SOLID BLOCKING UNDER PARTITIONS THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED PER SECTION 110 OF THE 2013 CBC. PC L 2. REINFORCING DETAILING, FABRICATION AND PLACING SHALL CONFORM TO THE PROVISIONS OF THE BUILDING PERPENDICULAR TO JOISTS. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL. SPECIALLY INSPECTED WORK THAT IS INSTALLED BLOCKING AND TOP AND BOTTOM PLATES WITH 11 GAGE, 1-1/2" LONG, 7/16" DIAMETER HEAD NAILS OR NO. 16 GAGE STAPLES WITH 7/8" LONG LEGS. CODE REQUIREMENTS FOR REINFORCED CONCRETE OF THE AMERICAN CONCRETE INSTITUTE. 12. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING WALLS, SHEAR WALLS, BEAMS AND HEADERS. OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, HOLD DOWN ANCHORS, DOWELS AND INSERTS SHALL BE WELL 13. CARRY UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INFORM THE SPECIAL INSPECTION AGENCY AT LEAST 24 HOURS SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT. PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. NOTES: 4. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF CONCRETE COVER UNLESS FILL IN BOX IF REQUIRED 1. BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING WITH (3) 16d PER 16". OTHERWISE NOTED: TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE WITH 8d TOENAILED @ 6" O.C. SILLS 6+$//%(%2/7('727+()281'$7,21256/$%:,7+‘$1&+25%2/76(0%(''('$7/($67 CONCRETE CAST AGAINST EARTH...... 3" 2. SPECIAL INSPECTIONS: INTO THE CONCRETE WITH PLATE WASHERS 3 INCHES x 3 INCHES x 0.229 INCHES THICK. THE HOLE IN FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: A. CONCRETE (CBC 1705.3): DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE...... WOOD STRUCTURAL PANEL SHEATHING: 3 NO. 5 OR SMALL BARS...... 1-1/2" B. BOLTS INSTALLED IN CONCRETE (CBC 1705.3): PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS...... THE PLATE WASHER MAY BE DIAGONALLY SLOTTED WITH A MAXIMUM WIDTH 16" GREATER THAN THE 1. WOOD STRUCTURAL PANEL SHEATHING (PANELS) SHALL CONFORM TO CHAPTER 23 OF THE 2013 CBC, AND APA RATED 3 5. SPLICES: C. REINFORCING STEEL (CBC 1705.3): PRIOR TO CLOSING OF THE FORMS AND DELIVERY OF CONCRETE FOR ALL CONCRETE SPECIFIED BOLT DIAMETER AND A LENGTH NOT TO EXCEED 1 4" PROVIDED A STANDARD CUT WASHER IS PLACED REFERENCES PS1 AND PS2. SPLICES IN NO. 8 OR SMALLER BARS SHALL BE 45 DIAMETERS. SPLICES IN ADJACENT BARS SHALL BE TO HAVE SPECIAL INSPECTION...... BETWEEN THE PLATE WASHER AND NUT. ANCHOR BOLTS SHALL BE SPACED NOT MORE THAN 6'-0" O.C. 2. WALL PANELS SHALL BE 3/8" MINIMUM. SHEATHING SHALL BE CONTINUOUS OVER TWO OR MORE SUPPORTS WITH STAGGERED 5'-0". D. STRUCTURAL MASONRY (CBC 1705.4 & 2105): VERIFICATION OF COMPLIANCE FOR f'm, AT THE START OF LAYING UNITS, AFTER THE THERE SHALL BE A MINIMUM OF 2 BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END STRENGTH AXIS ORIENTED PERPENDICULAR TO SUPPORTS. PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS...... OF EACH PIECE. 3. ROOF PANELS SHALL BE 15/32" MINIMUM. SPAN RATED 24/16. SHEATHING SHALL BE CONTINUOUS OVER TWO OR MORE E. DIAPHRAGMS (CBC 1705.5 AND 1705.10.1): CONTINUOUS NAILING INSPECTION FOR ALL ROOF AND FLOOR DIAPHRAGMS AS NOTED SUPPORTS WITH STRENGTH AXIS ORIENTED PERPENDICULAR TO SUPPORTS. ON THE DRAWINGS...... 4. FLOOR PANELS SHALL BE 23/32" MINIMUM, T&G, SPAN RATED 40/20. SHEATHING SHALL BE CONTINUOUS OVER TWO OR F. SHEAR WALLS (CBC 1705.10.1): CONTINUOUS NAILING INSPECTION FOR ALL WALLS AS NOTED ON THE SHEAR WALL SCHEDULE...... MORE SUPPORTS WITH STRENGTH AXIS ORIENTED PERPENDICULAR TO SUPPORTS, WITH EXTERIOR EXPOSURE AT ABBREVIATIONS G. EPOXY FILLED ANCHOR BOLT HOLES: CONTINUOUS INSPECTION FOR ALL EPOXY INSTALLATION...... BALCONIES AND DECKS. H. FOUNDATION EXCAVATIONS AND FILLS (CBC 1705.6): PERFORMED BY THE GEOTECHNICAL ENGINEER...... 5. BLOCKING: I. FIELD WELDING (CBC 1705.2): CONTINUOUS INSPECTION...... A. WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED WITH 2x OR 3x BLOCKING. SEE "SHEAR WALL A.B. ANCHOR BOLT F.F. FINISHED FLOOR PLYWD PLYWOOD TABLE" FOR SIZE. ARCH ARCHITECTURAL F.O.C. FACE OF CONCRETE PSL PARALLEL STRAND LUMBER B. FLOORS AND ROOFS: WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SPECIAL STRUCTURAL OBSERVATIONS BY THE [ENGINEER] (CBC 1704.5): BOT BOTTOM F.O.M. FACE OF MASONRY P.T. PRESERVATIVE TREATED WITH 2x4 FLAT BLOCKING. 1. PZSE, INC SHALL BE NOTIFIED A MINIMUM OF 48 HOURS BEFORE OBSERVATION. DELINQUENT NOTIFICATION MAY REQUIRE BLK'G BLOCK(ING) F.O.S. FACE OF STUD R RADIUS 6. NAILING: PANEL NAILS (COMMON WIRE) SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE DEMOLITION OF COVERING MATERIALS TO FACILITATE OBSERVATION. B BEAM FTG FOOTING PANEL. FIELD NAILING (FN) SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL EDGE DISTANCES SHALL BE 2. OBSERVATIONS BY PZSE, INC: REINF REINFORCEMENT B.O.B BOTTOM OF BEAM GA GAUGE MAINTAINED. A. REINFORCEMENT BEFORE CONCRETE PLACEMENT...... REQ'D REQUIRED BRG BEARING GALV GALVANIZED 7. MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND REVIEW BY PZSE, B. AT COMPLETION OF ROUGH FRAMING INCLUDING STRUCTURAL PANEL SHEATHING NAILING AND INSTALLATION OF FRAMING HARDWARE...... RW RETAINING WALL C.B.C. CALIFORNIA BUILDING CODE GLB GLU-LAMINATED BEAM INC. THE USE OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. PANEL NAILS SHALL BE 3. PZSE, INC IS RESPONSIBLE FOR THE STRUCTURAL DESIGN (EOR) AND SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN S.A.D. SEE ARCHITECTURAL DETAILS C.J. CONSTRUCTION JOINT HDR HEADER DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE DISTANCES STATEMENT (CBC 1704.5) THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, SDSTS SELF-DRILLING SELF TAPPING SCREW C CENTER LINE HORIZ HORIZONTAL ARE MAINTAINED. TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. L SIM SIMILAR CLR CLEARANCE INT INTERIOR 8. GLUED FLOORS: FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER APA, AFG-01. FRAMING SHALL BE FREE OF S.N. SHEAR NAIL C.M.U. CONCRETE MASONRY UNIT JT JOINT SURFACE MOISTURE AND DEBRIS PRIOR TO GLUING. S.O.G. SLAB ON GRADE K.P. KING POST 9. WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE PANELED, PANELS SHALL BE INSTALLED OVER COL COLUMN SPECS SPECIFICATION LVL LAMINATED VENEER LUMBER AND UNDER OPENINGS: CONC CONCRETE SPS STRUCTURAL PLYWOOD SHEATHING CONN CONNECTION MAX MAXIMUM SQ SQUARE CONT CONTINUOUS M.B. MACHINE BOLT STD STANDARD DBL DOUBLE MECH MECHANICAL S.W. SHEAR WALL DF DOUGLAS FIR/LARCH MIN MINIMUM T&B TOP & BOTTOM BOX NAILS PER NDS-2012 TABLE 11-N COMMON NAILS PER NDS-2012 TABLE 11-N DIA DIAMETER M.I.W. MALLEABLE IRON WASHER T&G TONGUE & GROOVE D.O. DITTO (REPEAT) MISC MISCELLANEOUS T.N. TOENAIL (E) EXISTING MNFR MANUFACTURER T.O.W. TOP OF WALL SIZE DIAMETERS PENETRATION SIZE DIAMETERS PENETRATION EA EACH N/A NOT APPLICABLE TYP TYPICAL (PENNY) (INCHES) (INCHES) (PENNY) (INCHES) (INCHES) ELEV ELEVATION N.I.C. NOT IN CONTRACT U.B.C. UNIFORM BUILDING CODE EMBED EMBEDMENT NO NUMBER U.O.N. UNLESS OTHERWISE NOTED 8d 0.113 1-1/4 8d 0.131 1-1/2 EN EDGE NAIL N.T.S. NOT TO SCALE VERT VERTICAL EQ EQUAL OR EQUIVALENT O/ OVER W/ WITH VIKING BUILDERS 10d 0.128 1-3/8 10d 0.148 1-5/8 EXP EXPANSION O.C. ON CENTER W/O WITH OUT O.D. OUTSIDE DIAMETER 16d 0.135 1-1/2 16d 0.162 1-3/4 EXT EXTERIOR W.P. WATERPROOF OR WORK POINT FNDN FOUNDATION OPP OPPOSITE WTS WELDED THREADED STUD 20d 0.148 1-5/8 20d 0.192 2-1/8 PL PLATE W.W.F. WELDED WIRE FABRIC 9048 ELM AVENUE, ORANGEVALE, CA 95662 TURNING POINT ORANGEVALE SYMBOL LEGEND WOOD MEMBERS:

1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR-LARCH (DF) QUALITY GRADE STAMPED. GRADE STAMPS SHALL INDICATE 2500 MARCONI AVE, SUITE 204, SACRAMENTO, CA 95821 COMPLIANCE WITH THE GRADING REQUIREMENTS OF WWPA, WCLIB AND OTHER APPROVED LUMBER INSPECTION AGENCIES. WOOD MEMBERS SHALL HAVE A 19% MAXIMUM MOISTURE CONTENT AT TIME OF PLACEMENT. L LENGTH WOOD GRADES (UNLESS OTHERWISE NOTED): X TYPE DENOTES A. FOR HORIZONTAL MEMBERS: B. FOR VERTICAL MEMBERS: X DETAIL NUMBER X DETAIL NUMBER X GRIDLINE JOISTS AND RAFTERS...... GRADE #2 2x4 STUDS...... STUD GRADE S-X SHEET NUMBER SD-X SHEET NUMBER CLIENT: 4x BEAMS AND STRINGERS...... GRADE #2 2x6 AND LARGER STUDS...... GRADE #2 PROJECT: 6x BEAMS AND STRINGERS...... GRADE #1 POSTS AND TIMBERS...... GRADE #1 HOLDOWN SYMBOL REINFORCED CONCRETE MASONRY UNIT NOTES: LEDGERS...... GRADE #2 PROJECT NUMBER: 1. CONCRETE MASONRY UNITS (CMU'S) SHALL BE NORMAL WEIGHT UNITS CONFORMING TO ASTM DESIGNATION C90 GRADE N-1 AND SECTION 2103 OF THE 2013 CBC. CMU'S SHALL BE EITHER SINGLE OR DOUBLE OPEN ENDED. 2016-08203 2. THE 28 DAY STRENGTH, f'm, OF CONCRETE MASONRY UNITS SHALL BE 1500 PSI. MANUFACTURED WOOD MEMBERS: SHEAR WALL CALLOUT SECTION / ELEVATION DETAIL KEY GRIDLINE KEY 3. CEMENT FOR MASONRY SHALL BE THE SAME AS THAT FOR CONCRETE. 1. ALL PRODUCTS SHALL HAVE A CURRENT ICC REPORT ON FILE. 4. SAND FOR MORTAR SHALL CONFORM TO ASTM C 144. 2. ALL MANUFACTURED WOOD SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: DATE: 5. AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C 404. 6. LIME SHALL CONFORM TO ASTM C 207, TYPE S. A. FOR PARALLEL STRAND LUMBER (PSL): B. FOR LAMINATED VENEER LUMBER (LVL): 7. GROUT MIX SHALL CONFORM TO SECTION 2103 OF THE 2013 CBC AND SHALL HAVE A MINIMUM 28 DAY STRENGTH 10-17-2016 ALLOWABLE BENDING STRESS, Fb...... 2,900 PSI ALLOWABLE BENDING STRESS, Fb...... 2,750 PSI HIGH OF 2000 PSI. ALLOWABLE HORIZONTAL SHEAR, Fv...... 290 PSI ALLOWABLE HORIZONTAL SHEAR, Fv...... 285 PSI 8. MORTAR MIX SHALL CONFORM TO ASTM C 270 AND TO SECTION 2103 OF THE 2013 CBC. X DENOTES KEYNOTE X DENOTES FOOTING AND X ALLOWABLE COMPRESSION (PERP) GRAIN, Fc..... 650 PSI ALLOWABLE COMPRESSION (PERP) GRAIN, Fc..... 750 PSI LOW 9. RETAINING WALLS: ALL CELLS SHALL BE FILLED SOLID WITH GROUT. SPECIFICATION. REFER POST/COLUMN SCHEDULES. MODULUS OF ELASTICITY, MOE...... 2,000,000 PSI MODULUS OF ELASTICITY, MOE...... 1,900,000 PSI SHEET TITLE: 10. BLOCKS SHALL BE LAYED IN A RUNNING BOND PATTERN WITH CONCAVE COMPRESSED JOINTS. TO KEYNOTE SCHEDULE REFER TO STRUCTURAL REVISION 11. ALL VERTICAL REINFORCEMENT SHALL BE CENTERED IN THE UNIT UNLESS OTHERWISE NOTED. ON STRUCTURAL PLAN PLAN SHEETS NUMBER 12. THE MINIMUM COVERAGE OF OTHER REINFORCEMENT FROM THE EXPOSED SURFACE OF CONCRETE MASONRY SHEETS UNITS SHALL BE 1/2 INCH. CHANGE IN FLOOR HT 13. GROUT SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS WITHIN 10 MINUTES OF POURING. BRING TO A REVISION AREA POINT 2 INCHES FROM THE TOP OF MASONRY UNITS WHEN GROUTING OF SECOND LIFT IS TO BE DONE AT A LATER DATE. 14. PROVIDE CLEANOUTS IN BOTTOM COURSE WHERE REIFORCEMENT OCCURS FOR POURS OVER 5 FEET. 15. LIFTS LESS THAN 6 FEET SHALL BE PLACED IN A CONTINUOUS POUR. 16. PIPES SHALL NOT BE EMBEDDED IN ANY MASONRY WALL EXCEPT WHEN SHOWN ON THE PLANS OR AS APPROVED STANDARD BY THE PZSE, INC. 17. ELECTRICAL CONDUITS, PANELS OR FIXTURES MAY BE PLACED IN CELLS WITH THE FOLLOWING RESTRICTIONS: NOTES A. THE CONDUITS SHALL NOT INTERFERE WITH OR DISPLACE THE REINFORCING STEEL. B. CONDUITS SHALL NOT BE PLACED IN SUCH A CONGESTED MANNER AS TO PREVENT THE COMPLETE FILLING OF THE CELLS WITH GROUT C. HORIZONTAL RUN OF 3/4" MAXIMUM SIZE CONDUIT MAY BE PLACED IN A BOND BEAM UNIT COURSE CONTINUOUS MEMBER BLOCK MEMBER THAT DOES NOT HAVE HORIZONTAL REINFORCING STEEL. D. RECESSES FOR ELECTRICAL PANELS OR FIXTURES SHALL BE FRAMED AND HAVE SIMILAR REINFORCEMENT AS DOORS AND WINDOWS. SHEET NUMBER: NOTE: SPECIFIC NOTES ON OTHER SHEETS SHALL PREVAIL OVER STANDARD NOTES ON THIS SHEET SN-1