a custom residence for

A CUSTOM RESIDENCE FOR

ILLUSTRATIVE ONLY - NOT FOR CONSTRUCTION

SITE AREA: 36,197 S.F. (0.831 ACRES)

SQUARE FOOTAGE CALCULATIONS:

MAIN FLOOR LIVABLE:

UPPER FLOOR LIVABLE

GUEST CASITA LIVALBE:

4,952 S.F.

483 S.F.

TOTAL LIVABLE:

ENCLOSED, NON-LIVABLE:

OPEN WITH ROOF:

OPEN WITH TRELLIS:

6,031 S.F.

1,273 S.F.

642 S.F.

TOTAL UNDER ROOF: 8,030 S.F.

OWNER/BUILDER:

ARCHITECTURAL

DESIGN:

STRUCTURAL

ENGINEER:

7,547/36,197:

20.85%

BENJAMIN GRAY

LIFEFORM DESIGN, INC.

GLEN ZILLY, ASSOC. AIA

7723 S. 65TH LANE

LAVEEN, ARIZONA 85339

PHONE: 602-339-0407

ARIZONA STRUCTURAL GROUP

BRUCE DEMAREE, P.E.

706 E. BELL ROAD, SUITE 105

PHOENIX, ARIZONA 85022

PHONE: 602-287-8720

WIND SPEED: 115 MPH, EXPOSURE C, 3 SECOND GUST

SEISMIC DESIGN CATEGORY: B

WEATHERING: NEGLIGIBLE

FROST LINE DEPTH: 12 INCHES

TERMITES: MODERATE TO HEAVY

DECAY: NONE TO SLIGHT

WINTER DESIGN TEMPERATURE: 34 DEGREES

ROOF SNOW LOAD: 0

EAST CACTUS ROAD

N

PROJECT

SITE

CHOLLA STREET

KA

LIL

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE

WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED

BY:

CITY OF SCOTTSDALE

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL RESIDENTIAL CODE

2012 INTERNATIONAL FIRE CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL FUEL GAS CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2011 NATIONAL ELECTRICAL CODE

LOT 1 OF BRUSALLY RANCH, AS RECORDED IN BOOK 114

OF MAPS, PAGE 936, OF MARICOPA COUNTY RECORDS,

MARICOPA COUNTY, ARIZONA

E1

M1

P1

T

C1

C2

NP

A1

A2

A3

A4

A5

A6.1

A6.2

A7

S1

S2

S3.1

S3.2

TITLE SHEET

CIVIL NOTES

CIVIL GRADING AND DRAINAGE PLAN

NATIVE PLANT INVENTORY

ROOF HEIGHT EXHIBIT

FLOOR PLAN - NOTED

FLOOR PLAN - DIMENSIONED

REFLECTED CEILING PLAN

ROOF PLAN

ELEVATIONS

ELEVATIONS

BUILDING SECTIONS

FOUNDATION PLAN

ROOF FRAMING PLAN

STRUCTURAL DETAILS

STRUCTURAL DETAILS

ELECTRICAL PLAN

MECHANICAL PLAN

FUEL GAS ISOMETRIC

LIST OF ABBREVIATIONS

A.I.C.

A.B.

A.F.F.

A.F.G.

A.F.I.

ALT.

A.N.G.

AUX.

ALT. INTERRUPTING CAPACITY

ANCHOR BOLT

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ARC FAULT INTERRUPT

ALTERNATE

ABOVE NATURAL GRADE

AUXILLARY

BD.

BLK'G

BM.

B.N.

B.O.

BOT.

BOARD

BLOCKING

BEAM

BOUNDARY NAILING

BOTTOM OF

BOTTOM

C.F.M.

C.F.H.

CLG.

C.M.U.

C.O.

COL.

CONC.

CONN.

CONT.

CSMT.

CTR.

C.W.

CENTER LINE

CUBIC FEET PER MINUTE

CUBIC FEET PER HOUR

CEILING

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CASEMENT

CENTER

COLD WATER

Ø d

DBL.

D.H.

DIA.

DWG.

DIAMETER, PHASE

PENNY

DOUBLE

DOUBLE HUNG

DIAMETER, DIAGRAM

DRAWING

EA.

E.F.

ELECT.

ELEV.

E.N.

EQ.

EQUIP.

E.W.

EXT.

EACH

EXHAUST FAN

ELECTRIC

ELEVATION

EDGE NAILING

EQUAL

EQUIPMENT

EACH WAY

EXTERIOR

F.C.O.

F.D.

F.S.

FT.

FTG.

FLOOR CLEAN OUT

FLOOR DRAIN

F.E.

F.F.

F.G.

F.N.

F.O.M.

F.O.S.

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FACE NAILING

FACE OF MASONRY

FACE OF STUD

FOUND.

FOUNDATION

FRM'G FRAMING

F.R.P.

FIRE RATED PANELING

FLOOR SINK

FOOT

FOOTING

GA.

GALV.

G.C.

G.F.I.

G.P.M.

GRD.

G.W.B.

GYP.

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GROUND FAULT INTERRUPT

GALLONS PER MINUTE

GROUND

GYPSUM WALL BOARD

GYPSUM

HGT.

HORIZ.

H.P.

H.W.

HEIGHT

HORIZONTAL

HORSE POWER/HIGH POINT

HOT WATER

I.D.

INSUL.

INTERIOR DESIGN

INSULATION

LAV.

LBS.

LG.

L.F.

L.L.H.

L.L.V.

L.P.

LAVATORY

POUNDS

LONG

LINEAR FOOT

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOW POINT

MAS.

MAX.

M.D.F.

MIN.

MTD.

MTL.

N/A

N.I.C.

O.C.

O.D.

O.H.

O/O

O.S.B.

MASONRY

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MINIMUM

MOUNTED

METAL

NOT APPLICABLE

NOT IN CONTRACT

ON CENTER

OUTSIDE DIMENSION

OVERHANG

OUT TO OUT

ORIENTED STRAND BOARD

Ø

P.E.G.

PL.,

PLYWD

PREFAB.

P.S.F.

P.S.I.

P.T.

PTN.

P.V.C.

PHASE, DIAMETER

PREEXISTING GRADE

PLATE

PLYWOOD

PREFABRICATED

LBS. PER SQ. FOOT

LBS. PER SQ. INCH

PRESSURE TREATED

PARTITION

POLYVINYL CHLORIDE

R.D.

RECEPT.

REINF.

REQ'D.

S.F.

SQ.

S.S.

STL.

STRUC.

S.W.

ROOF DRAIN

RECEPTACLE

REINFORCING

REQUIRED

SQUARE FOOT

SQUARE

STAINLESS STEEL

STEEL

STRUCTURAL

SOFT WATER

PROJECT NO.

14-071

DATE

09.15.14

T&G

T.O.

T.O.S.

T.O.W.

T.O.W.I.

TYP.

TONGUE AND GROOVE

TOP OF

TOP OF SLAB

TOP OF WALL

TOP OF WROUGHT IRON

TYPICAL

U.C.

U.N.O.

UNDER COUNTER

UNLESS NOTED OTHERWISE

VEN.

VERT.

VEST.

V.T.R.

VENEER

VERTICAL

VESTIBULE

VENT THRU ROOF

W.

W/

W.C.

W.C.O.

WD.

W.H.

W.I.C.

W/O

W.P.

W.W.F.

W.W.M.

WIDE, WASTE

WITH

WATER CLOSET

WALL CLEAN OUT

WOOD

WATER HEATER

WALK-IN CLOSET

WITHOUT

WEATHERPROOF

WELDED WIRE FABRIC

WELDED WIRE MESH

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

T.O. RIDGE

+13'-6" A.F.F.

1399.67

3:12

T.O. RIDGE

+18'-4" A.F.F.

1404.50

3:12

T.O. PARAPET

+14'-6" A.F.F.

1400.67

T.O. PARAPET

+14'-6" A.F.F.

1400.67

1/4" PER FOOT

SLOPE

3:12

3:12

T.O. RIDGE

+16'-0" A.F.F.

1402.17

T.O. RIDGE

+12'-9" A.F.F.

1398.92

3:12 3:12

3:12

3:12

T.O. RIDGE

+16'-6" A.F.F.

1402.67

T.O. RIDGE

+19'-5" A.F.F.

1404.58

T.O. RIDGE

+14'-11" A.F.F.

1401.08

T.O. RIDGE

+14'-0" A.F.F.

1400.17

T.O. RIDGE

+14'-4" A.F.F.

1400.50

T.O. RIDGE

+24'-11" A.F.F.

1411.08

T.O. RIDGE

+23'-7" A.F.F.

1409.58

ROOF HEIGHT EXHIBIT

SCALE: 1"=10'-0"

N

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

HOSE

BIBB

CITY OF SCOTTSDALE REQ'D

RESIDENTIAL NOTES

2012 International Building Code (Ordinance #4059)

2012 International Residential Code (Ordinance #4060)

2012 International Fire Code (Ordinance #4045)

INSULATION REQUIREMENTS

: R-4 MIN. (N/A TO THIS PROJECT)

: MIN. R-19 BATT INSUL. IN WALL CAVITY

NOTE: NOT ALL OF THE FOLLOWING NOTES MAY APPLY TO THIS PROJECT

1. All products listed by ICC/N.E.R. number(s) shall be installed per the report and manufacturer's written instructions.

Product substitution(s) for product(s) listed shall also have an ICC approved evaluation report(s) or be approved.

2. Provide fire protection sprinkler system. (IFC 903. Amend.).

3. Miscellaneous site structures, pools, spas, fences, site walls, retaining walls, and gas storage tanks may require separate permits.

4. All exits to be operable from the inside without the use of a key or special knowledge. (310.1.4)

5. Doors leading into house from garage shall be 20 minute rated or equal, self-closing, self-latching. (R302.5.1

Amend

.).

6. Exterior wall penetrations by pipes, ducts or conduits shall be caulked. (R307.6)

7. Lumber shall bear an approved grading stamp (R502.1).

8. Exterior wall, bottom sill plates, shall be pressure treated or equal, and shall bear/extend minimum 6 inches above finish grade. (R319.1).

9. When structural plans are not sealed by registered design professional, provide engineered truss designs for all prefabricated trusses for review and approval by the City of Scottsdale. (R802.10.1).

10.Fire blocking shall comply with (R602.8).

11.Masonry Bed and head joints…shall be 3/8 inch-thick, the thickness of the bed joint of the starting course placed over foundations shall not be less than 1/4 inch and not more than ¾ inch. Mortar joint thickness shall be within the following tolerances from the specified dimensions: 1. Bed joint: + 1/8 inch. 2. Head joint: 1/4 inch + 3/8 inch. 3.

Collar joints: 1/4 inch + 3/8 inch. (R607.2.1).

12.Windows located more than 72” above finished grade shall have the lowest part of clear opening of the window to be minimum 24 inches above the floor in which it serves. (R312.2.1).

13.Gypsum board applied to a ceiling shall be 1/2” when framing members are 16” o.c. or 5/8” when framing members are 24” o.c. or use labeled 1/2” sag-resistant gypsum ceiling board . Table R702.3.5 (d).

14.Showers and tub-shower combinations shall be provided with individual control valves of the pressure balance or thermostatic mixing valve type. (P2708.3).

15.Shower area walls shall be finished with a smooth, hard non-absorbent surface, such as ceramic tile, to a height of not less than 72 inches above the drain inlet. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment. Cement, fiber-cement or glass mat gypsum backers installed in accordance with mfgrs' recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas (R702.4.2).

16.Plumbing fixtures shall comply with the following conservation requirements: Water closets-Tank type 1.6 gal.

/flush. Shower heads- 2.5 gal. /minute. Faucets- 2.2 gal. /minute, provide aerator. (Table P2903.2.).

17.Water treatment systems- shall be equipped with an automatic or readily accessible manual shutoff to prevent continuous flow when not in use. (N1103.4.1).

18.Domestic dishwashing machines connected to a disposer shall have the discharge installed as high as possible.

(P2717.3).

19. Storage-tank type water heaters shall be installed with a drain pan and drain line. (P2801.5.1-.2)

20. The hot water circulating system shall be equipped with an automatic or readily accessible manual on switch and a temperature sensor activated shut-off that can automatically turn off the hot-water circulating pump when the set temperature is reached. N1103.4.1 amended.

21. Provide roof/attic ventilation unless insulation is applied directly to underside of roof sheathing or the dimension is 24 inches or less between the ceiling and bottom of roof sheathing. (R806.1 Amended).

22. Energy compliance shall be demonstrated by a passing REScheck energy compliance score. (N1101.2).

23. Provide Minimum R-3 insulation on hot water pipes. (N1103.4).

24. Supply and return ducts shall be insulated to a minimum R-8. Ducts in floor trusses shall be insulated to minimum R-6. (N1103.2.1).

25. Registers, diffusers and grilles shall be mechanically fastened to rigid supports or structural members on at least two opposite sides in addition to being connected to the ductwork they serve.

26. Dryer exhaust ducts shall conform to the requirements of Sections (M1502.4.5 amended), M1502.4.1 thru

M1502.4.6.

27. Exhaust air from kitchens, bathrooms and toilet rooms shall not be re-circulated within a residence or to another dwelling unit, shall not discharge into an attic and/or crawl space and shall be exhausted directly to the outdoors.

(M1507.2).

28. Electrical fixtures located in damp or wet locations shall be “listed” to be suitable for such location. (E4003.9).

29. Provide a wall mounted GFCI protected receptacle outlet within 36” of a bathroom or powder room lavatory.

(E3901.6).

30. 15- and 20-ampere receptacles installed in bathrooms, garages and grade-level portions of unfinished accessory buildings used for storage or work areas, and installed outdoors shall have GFCI protection for personnel. (E3902.1-.3).

31. All branch circuits that supply 15- and 20-ampere outlets installed in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreations rooms, closets, hallways and similar rooms or areas shall be protected by a combination type arc-fault circuit interrupter (AFCI) installed to provide protection of the branch circuit. (E3902.12).

32. In areas specified in Section E3901.1, 15- and 20-ampere receptacles shall be listed

tamper-resistant.

(E4002.14).

33. Provide Smoke Alarms (R314).

34. Approved carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling units that have attached garages. (R315).

35. Provide a switch for the stairway when there are 6 or more risers. (R303.7.1).

36. Receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width. (E3901).

37. Provide a minimum of two 20-amp small appliance branch circuits for the kitchen/dining/breakfast. (E3703.2).

38. Provide a concrete encased grounding electrode of not less than 20 feet of #4 bare copper. (E3608.1.2).

39. Provide bonding to the water piping, gas and metal building systems. (E3606.9, E3609.7).

40. All metal piping systems, metal parts of electrical equipment, and pump motors associated with the hydro massage tub shall be bonded together using a copper bonding jumper, insulated, covered, or bare, not smaller than No. 8 solid. (E4209).

41. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps.

(N1104.1).

42. Recessed luminaires installed in the building thermal envelope shall be IC-rated, labeled with air leakage rate not more than 2.0 cfm... sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. (N1102.4.4).

43. Provide outside combustion air to all indoor fireplaces, with air intake located not higher than the firebox.

(R1006.2).

44. Where a listed decorative appliance is installed, the fireplace damper open shall comply with listed decorative appliance manufacture's installation instructions. (G2434, G2435, G2453.1).

45. At least one thermostat shall be provided for each separate heating and cooling system. (N1103.1).

46. The building shall be provided with ventilation that meets the requirements of Section M1507 or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. (N1103.5).

47. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).

Testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. (N1102.4.1.2).

48. Ducts, air handlers, and filter boxes shall be sealed. Joints and seams shall comply with Section M1601.4.1,

(N1103.2.2). Duct tightness shall be verified by either of the following:

1. Post-construction test: Total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test.

2. Rough-in test: Total leakage shall be less than or equal to 4 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm per 100 square feet of conditioned floor area.

I

(SEPARATING CONDITIONED

AND NON CONDITIONED

SPACES)

MIN. R-19 BATT INSUL. IN WALL CAVITY

: R-38 CELLULOSE INSULATION AT CEILING

: R-8 MIN.

: R-3 MINIMUM

: MAX. U-VALUE 0.40

MAX. SHGC OF 0.25

K

18'-0"W x 8'-0"H OVERHEAD

GARAGE DOOR

B

TEMPERED

B

SHOWER

ENCLOSURE

PAIR 2 80

HOSE

BIBB

B

FRENCH -TEMPERED

CUSTOM ENTRY

DOOR AS SELECTED

BY OWNER

I

SHOWER

TILED

FULL HEIGHT

O

O

C

T&P RELIEF VALVE

W.C.

400 AMP S.E.S.

SEE ELECTRICAL

W.C.

C

36" x 60" TUB

W/ ROD &

CURTAIN

W.H.

SHELVES

SELECTED

DOORS TO BE LOUVERED

WITH 100 SQ. IN. NET FREE

VENT AREA WITHIN 12" OF

FLOOR AND 100 SQ. IN.

NET FREE VENT AREA

WITHIN 12" OF CEILING

SHELVES AS

BY OWNER

FIREPLACE INSERT

FIREROCK "LITEROCK 42"

ESR-2599 WITH

PERMANENTLY INSTALLED

GAS LOG KIT

NON-COMBUSTIBLE

HEARTH

D

WALL MOUNTED HANDRAIL

PER 2012 IRC

CANTERA STONE

COLUMN SURROUNDS

AS SELECTED BY OWNER

(NON-STRUCTURAL)

NICHE

PROVIDE DRYER VENT

PER 2012 IRC

SHELVES

18'-0"W x 8'-0"H OVERHEAD

GARAGE DOOR

SOLID CORE, SELF-LATCHING DOOR

WITH SELF-CLOSER

SHELVES AS

SELECTED

BY OWNER

NICHE

+36" CLOSET

ISLAND

W/D

ELEC.

A/C

E

D PROVIDE DRYER VENT

PER 2012 IRC

BASE AND

UPPER CABINETS

W.C.

U.C.

REF.

D.

W.

PULL DOWN

IRON BOARD

I

SINK

BASE AND

UPPER CABINET

BENCH

SHOWER

TILED

FULL HEIGHT

TEMPERED

SHOWER DOOR

VANITY CABINETS

LAV.

BUILT-IN

SPA TUB

OWNER SELECT

LAV.

C

A/C

A

TEMPERED

T&P RELIEF VALVE

DOORS TO BE LOUVERED

WITH 100 SQ. IN. NET FREE

VENT AREA WITHIN 12" OF

FLOOR AND 100 SQ. IN.

NET FREE VENT AREA

WITHIN 12" OF CEILING

MAIN FLOOR NOTED PLAN

SCALE: 3/16"=1'-0"

NICHE

W.H.

A/C

D

POOL EQUIP.

11" TREADS (NOSE TO NOSE)

(12" NOSE TO TOE KICK)

TYPICAL

BUILT-IN ENTERTAINMENT

+42" BAR COUNTER

BAR

SINK

6

2

8

0

3 8

FRENCH

TEMPERED

FIREPLACE INSERT

FIREROCK "LITEROCK 42"

ESR-2599 WITH

PERMANENTLY INSTALLED

GAS LOG KIT

NON-COMBUSTIBLE

HEARTH

+18" NON-COMBUSTIBLE

PLATFORM

H

+36" KITCHEN

ISLAND

PROVIDE WATER HEATER

DRAIN PAN WITH DRAIN

LINE PER P2801.5

DRAIN LINE SHALL TERMINATE

PER P2801.5.2

RANGE

N

H H

C

SPIRAL STAIRCASE BY OTHERS

PER 2012 IRC

HOSE

BIBB

C

LAV.

TEMPERED

SHOWER

ENCLOSURE

W.C.

SHOWER

TILED

FULL HEIGHT

D.W.

I

G

BASE AND

UPPER CABINETS

PROVIDE EXHAUST HOOD

ABOVE RANGE VENTED

TO EXTERIOR

A

C

CLOSET

SHELVES

+36" GUARDRAIL / HANDRAIL

PER 2012 IRC

PROVIDE ALARM WITH AUDIBLE WARNING

WHEN THE DOOR AND / OR ITS SCREEN, IF PRESENT,

ARE OPENED. THE ALARM SHALL BE LISTED

IN ACCORDANCE WITH UL 2017. AUDIBLE ALARM

SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND

CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS

AFTER THE DOOR AND / OR ITS SCREEN ARE OPENED

AND BE CAPABLE OF BEING HEARD THROUGHOUT

THE HOUSE DURING NORMAL HOUSEHOLD

ACTIVITIES. THE ALARM SHALL AUTOMATICALLY

RESET UNDER ALL CONDITIONS. THE ALARM SHALL

BE PROVIDED WITH A MANUAL MEANS OF

A DEACTIVATION THAT SHALL BE LOCATED A

MINIMUM OF 54" ABOVE THE THRESHOLD OF

THE DOOR. DEACTIVATION SHALL LAST FOR

NOT MORE THAN 15 SECONDS.

A

F

A

D

C

2 8

FRENCH

TEMPERED

MECH. CHASE

C

SHELVES AS

SELECTED

BY OWNER

L

I

L

PAIR 3 80

FRENCH -TEMPERED

W.C.

LAV.

B

SHELVES AS

SELECTED

BY OWNER

J

11" TREADS (NOSE TO NOSE)

(12" NOSE TO TOE KICK)

TYPICAL

BASE AND

UPPER CABINET

TEMPERED

SHOWER

ENCLOSURE

LAV.

W.C.

I

J

K

F

G

H

N

O

L

M

A

B

C

D

E

UPPER FLOOR NOTED PLAN

SCALE: 3/16"=1'-0"

WINDOW SCHEDULE

*

5'-4"W x 5'-0"H

FIXED

1'-4"W x 1'-4"H FIXED

2'-0"W x 2'-0"H FIXED

6'-0"W x 5'-0"H BI-PASS

3'-4"W x 5'-0"H FIXED

6'-8"W x 5'-0"H FIXED

4'-8"W x 5'-0"H FIXED

2'-0"W x 2'-8"H FIXED

3'-4"W x 3'-4"H

FIXED

3'-0"W x 3'-0"H FIXED

7'-0"W x 7'-8"H FIXED

2'-6"W x 5'-0"H FIXED

4'-0"W x 5'-0"H FIXED

2'-8"W x 2'-8"H FIXED

5'-4"W x 7'-0"H FIXED

1

1

3

4

4

2

4

5

11

4

1

3

1

2

2

TEMPERED WHERE INDICATED

REQUIRED EGRESS WINDOW

TEMPERED WHERE INDICATED

TEMPERED

FULL ARCH PER ELEVATIONS

CUSTOM UNIT PER ELEVATIONS

TEMPERED WHERE INDICATED

DECO. COLUMN WITH

INTERNAL WOOD POST

PER FRAMING PLAN

TYP. WHERE SHOWN

L

A/C

J

B

M

U.C.

REF.

C

D

+36" GUARDRAIL

PER 2012 IRC

N

HEAT PUMP

WATER HEATER (ELEC.)

PROVIDE WATER HEATER

DRAIN PAN WITH DRAIN

LINE PER P2801.5

DRAIN LINE SHALL TERMINATE

PER P2801.5.2

T&P RELIEF VALVE

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

1'-0"

22'-0"

2'-0" 18'-0"

13'-4" 14'-6"

3'-4" 1'-4" 2'-4" 1'-4" 2'-4" 1'-4" 2'-6" 1'-6" 2'-0"

118'-8"

4'-8"

16'-0"

2'-0" 3'-4" 2'-6" 4'-0"

8'-0"

4'-0" 4'-6"

8'-6"

4'-0"

7'-1"

34'-8"

27'-7"

1'-8"

8'-6"

5'-4"

19'-8"

9'-0" 5'-4"

14'-0"

12'-0" 2'-0"

4'-10"

2'-0" 2'-0"

42'-6"

12" 5'-1"

8'-0" 6" 13'-2" 6"

6'-0"

20'-0"

6'-0" 4'-6"

6"

16'-0"

12"

4'-8"

30'-8"

1'-9"

3'-1"

5'-2"

12"6" 6"

1'-10" 4'-0"

4'-0"

2'-2"

13'-2" 6" 6" 3'-6"

1'-0" 4'-0" 4"

6"

10'-2" 6"

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

6'-0" 6'-8"

12"

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

7'-8"

R7

'-0

"

1'-8

"

3'

-0

"

5'-0"

2'-6"

R

4

'-

0

"

1'-4"

1

'-4

"

1

'-4

"

R5'-4"

14'-4"

R5'-

4"

1'-4" 5'-0"

2'-6"

1

'-4

"

R4

'-0

"

1

'-4

"

1'-2"

1'-

4"

12" 5'-0" 1'-4"

5'-0"

2'-2"

4'-4"

10'-0" 2'-2"

2'-11" 3'-6" 6" 4'-0" 6"

2'-4" 2'-4"

4'-4"

12" 6" 4'-0" 6"

13'-4"

6'-0"

5'-7"

8'-2"

8"

3'-7"

7'-10"

4" 8'-4"

8'-7"

3'-6"

12"6" 4'-0"

3'-0" 3'-6"

6'-0" 6'-0"

10" 3'-6"

4'-4" 2'-0"

6'-0"

6"

8" 1'-6"

1'-10"

1'-10"

2'-4" 4'-4"

4'-8" 1'-4"

5'-4" 2'-0"

14'-8"

6'-8" 1'-4" 1'-4"

8"

1'-4"

8"

1'-4" 7'-10"

6"

6"

2'-9" 1'-3" 2'-0" 4'-0" 4'-0"

30'-10"

2'-0"1'-3" 7'-11" 5'-8"

19'-0"

6"

4'-0" 4'-0" 6"

8'-0"

6" 2'-0" 4" 6'-2" 6"

3'-6" 1'-6"1'-7"

3'-1" 6"

5'-2" 4'-6"

8'-6"

4'-0" 14'-6"

19'-8"

UPPER FLOOR DIMENSIONED PLAN

SCALE: 3/16"=1'-0"

N

6" 10'-4" 6"

2'-3"

3'-4" 7'-11" 4'-0" 2'-4" 5'-4" 2'-4"

2'-0" 7'-2"

19'-6" 10'-0" 9'-2"

MAIN FLOOR DIMENSIONED PLAN

SCALE: 3/16"=1'-0"

2'-0"

3'-10"

2'-0" 2'-8" 2'-0" 2'-8" 2'-0"

28'-2"

N

5'-8" 5'-4"

2'-0" 6'-8"

8'-8"

2'-0"

6"

7'-10"

6" 3'-1" 1'-5" 1'-6" 3'-6" 6" 6'-0" 6" 2'-6" 6"

5'-0" 15'-0" 10'-10"

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

COFFERED CEILING

AS SELECTED BY OWNER

+11'-3"

SOFFIT

+12'-0" MAX.

TYPICAL

+10'-0"

FLAT CEILING

+9'-0"

FLAT CLG.

+9'-0"

FLAT CLG.

OPEN TO

ABOVE

+9'-0"

FULL ARCH

+10'-0"

BROW ARCH

S.P.=+8'-0"

+11'-0"

FULL ARCH

+10'-0"

BROW ARCH

S.P.=+8'-0"

+9'-0"

FULL ARCH

+10'-0"

FLAT CEILING

+9'-0"

FLAT CLG.

+12'-0"

FLAT CLG.

22" x 30"

ATTIC ACCESS

SCUTTLE

+12'-0"

FLAT CEILING

FURNACE UNIT IN

FURRED DOWN

CEILING CAVITY

+10'-0"

FLAT CLG.

+10'-0"

FLAT CEILING

+9'-0"

ARCH

5/8" TYPE 'X' GWB TO

UNDERSIDE OF STAIR

+10'-0"

FLAT CEILING

+10'-0"

FLAT CEILING

+9'-0"

ARCH

+11'-0"

FULL ARCH

+17'-0"

DOME

+12'-0"

FLAT CLG.

6x8 DECO.

RAFTERS

TYPICAL

8x12 DECO.

RIDGE BEAM

22" x 30"

ATTIC ACCESS

SCUTTLE

+15'-0"±

HIGH

SLOPE

CEILING

4'-5" TYP.

SLOPE

CEILING

+12'-0"

FLAT CLG.

+11'-0"

FULL ARCH

+13'-4"±

LOW

+10'-0"

FLAT CEILING

+9'-0"

FULL ARCH

+10'-0"

FLAT CLG.

+9'-9"

8x12 DECO.

BEAMS - TYPICAL

+8'-0"

ARCH

+10'-9"

FLAT CEILING

+9'-9"

FLAT CEILING

+10'-0"

FLAT CLG.

+10'-9"

FLAT CLG.

+10'-0"

FLAT CLG.

+10'-0"

FLAT CLG.

+10'-0"

FLAT CLG.

+12'-0"

FLAT CEILING

+10'-9"

FLAT CEILING

+10'-0"

FLAT CEILING

+10'-0"

FLAT CLG.

+10'-0"

FLAT CLG.

+9'-0"

FULL ARCH

+10'-0"

FLAT CLG.

+10'-0"

FLAT CEILING

+10'-0"

FLAT CLG.

8x8 DECO.

BEAMS - TYP.

+12'-9"

FLAT CEILING

+10'-9"

FLAT CLG.

+10'-0"

BROW ARCH

S.P.=+8'-0"

+10'-9"

FLAT CLG.

MAIN FLOOR CEILING PLAN

SCALE: 3/16"=1'-0"

N

REFLECTED CEILING PLAN NOTES

1. REFER TO FLOOR PLAN NOTES ON SHEET A2 FOR CEILING FINISHES

2. ALL HEIGHTS ARE DETERMINED FROM THE FINISH FLOOR DIRECTLY BELOW UNLESS

NOTED OTHERWISE ON PLAN. HEIGHTS ARE NOMINAL AND MAY VARY SLIGHTLY

DUE TO FRAMING AND FINISH MATERIAL INSTALLED THICKNESSES.

3. G.C. TO COORDINATE R.C.P. WITH ELECTRICAL, MECHANICAL, AND FIRE SPRINKLER

PLANS.

+19'-5"±

LOW

+10'-0"

LOW

+11'-0"±

HIGH

+21'-0"±

HIGH

+10'-0"

FLAT CLG.

+10'-0"

FLAT CLG.

UPPER FLOOR CEILING PLAN

SCALE: 3/16"=1'-0"

N

3/4" PLYWOOD GLUED AND

SCREWED TO 5/8" TYPE 'X' G.W.B.

MIN. CLEAR OPENING 22" x 30"

LOCATION PER R.C.P.

BOTTOM CHORD OF TRUSS

5/8" G.W.B. - PROVIDE

TYPE 'X' WHEN SCUTTLE

IS LOCATED IN A GARAGE,

STORAGE OR MECH. ROOM

TYPICAL ATTIC SCUTTLE

SCALE: 1 1/2"=1'-0"

+10'-0"

FLAT CEILING

+10'-0"

FLAT CEILING

+10'-0"

FLAT CEILING

+10'-0"

FLAT CLNG.

+10'-0"

FLAT CLG.

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

COLUMN BEYOND

PER ELEVATIONS

ROOF VENTING

CONT. 1 1/2" SQ. W.I. RAILS

3/4"Ø W.I. PICKETS

MUST BE DESIGNED AND INSTALLED

SUCH THAT A 4"Ø SPHERE

MAY NOT PASS THRU AT

ANY POINT IN THE REQUIRED

GUARDRAIL HEIGHT PER 2012 IRC

WALKING DECK PER PLAN

EXTERIOR BALCONY GUARDRAIL

SCALE: 1"=1'-0"

1. R-38 BATT INSULATION SHALL BE WIRED TO THE UNDERSIDE OF THE ROOF

SHEATHING & TO ALL VERTICAL ATTIC EXTERIOR WALLS AT ATTICS ABOVE LIVABLE

AREAS AND ENCLOSED GARAGES, STORAGE, AND MECHANICAL ROOMS. NO SPACES

ARE CREATED IN THESE AREAS THAT REQUIRE VENTING.

DO NOT PLACE ANY ROOF VENTS IN ROOF TILES

NOTE: ROOF DRAINS TO BE SIZED

PER 2012 IPC TABLE 1106.3

:

3"Ø DRAIN & OVERFLOW = 1,096 SQ. FT. (1/8" PER FT., 3" PER HOUR)

4"Ø DRAIN & OVERFLOW = 2,506 SQ. FT. (1/8" PER FT., 3" PER HOUR)

ROOF DRAIN DISCHARGE PIPING TO

BE SCHEDULE 40 ABS

REMOVABLE DRAIN

BASKET

OVERFLOW DRAIN

INTEGRAL FLASHING

CLAMP RING

2"

ROOF DRAIN

PLYWOOD DECKING

TRUSS OR TJI PER

FRAMING PLAN

MEMBRANE AND

LEAD FLASHING

WOOD BLOCKING

DECK CLAMP

ROOF DRAIN & OVERFLOW DETAIL

SCALE: NTS

WALL SHEATHING

SCUPPER

OPENING

2x6 PLATE

ADDITIONAL LAYER

15# FELT AND K-LATH

8" CLR AROUND SCUPPER

SHEET METAL

INSERT

FLASHING DETAIL

24 GA GALV

SHEET METAL

8"

2'-

0"

8"

12

"

8"

8"

SHEET METAL INSERT

SCUPPER DETAIL

SCALE: NTS

SHEET METAL

INSERT

ROOF FRAMING

PER FRAMING PLAN

WALL SECTION

STUCCO SYSTEM

ON 3/8" OSB

DECORATIVE

CANTERA STONE

SCUPPER PER

ELEVATIONS

2x BLOCKING

3:12 3:12

ONE PEICE CONCRETE

TILE ROOF

3:12

ONE PEICE CONCRETE

TILE ROOF

3:12

ONE PEICE CONCRETE

TILE ROOF

SPRAY APPLIED

FOAM ROOF

3:12 3:12

ONE PEICE CONCRETE

TILE ROOF

3:12

ONE PEICE CONCRETE

TILE ROOF

ROOF DRAIN AND SCUPPER

PER DETAIL ON THIS SHEET

36" GUARDRAIL

PER ELEVATIONS

ELASTOMERIC

WALKING DECK

MEMBRANE

1/4" PER FOOT

SLOPE

ONE PEICE CONCRETE

TILE ROOF

3:12

ONE PEICE CONCRETE

TILE ROOF

SPIRAL STAIRCASE

BY OTHERS

ROOF PLAN

SCALE: 1/8"=1'-0"

N

ROOF PLAN NOTES

1. TILE ROOFS TO BE A 1 PEICE CONCRETE TILE ROOF (ESR-1900, EAGLE TILE)

OVER TWO LAYERS #30 ASPHALT SATURATED ORGANIC FELT.

INSTALL PER MANUFACTURER'S INSTRUCTIONS AND THE INSTALLATION MANUAL OF

THE TILE ROOFING INSTITUTE.

2. FOAM ROOFS TO BE A SPRAY APPLIED POLYURETHANE FOAM ROOFING SYSTEM W/

ACRYLIC ELASTOMERIC TOP COATING (ER-5979). INSTALL PER MANUFACTURER'S

INSTRUCTIONS AND EVALUATION REPORT.

3. WALKING DECKS TO BE AN ELASTOMERIC URETHANE RUBBER WALKING DECK

MEMBRANE (ESR-1284). INSTALL PER MANUFACTURER'S

INSTRUCTIONS AND EVALUATION REPORT.

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

+14'-3"

T.O. RIDGE

+14'-0"

T.O. RIDGE

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

DECORATIVE CHIMNEY SHROUD

CANTERA STONE FINISH

+24'-11"

T.O. RIDGE

ROLLED STUCCO

EAVE AND RAKE

TYPICAL AT STUCCO WALLS

+14'-11" A.F.F.

T.O. RIDGE

+12'-0"

T.O. PLATE

PAINTED EXTERIOR STUCCO FINISH

DUNN-EDWARDS "SWISS COFFEE"

STAINED WOOD SHUTTERS

TYP. WHERE SHOWN

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

3

12

CANTERA STONE SILL

"PINON BLANCO"

TYPICAL WHERE SHOWN

FRONT ELEVATION

SCALE: 3/16"=1'-0"

4x8 RAFTERS TAILS

EQ. SPACED AT 30"± O.C.

STAIN DARK BROWN

+19'-5"

T.O. RIDGE

3

12

5'-0"

+16'-6"

T.O. RIDGE

CLAY TILE GABLE END ACCENT

TYP. WHERE SHOWN

12

3

TWO PEICE MISSON CLAY TILE ROOF

US TILE "OLD WORLD" BLEND

#1 (33%), #2 (33%), #3 (33%)

+14'-3"

T.O. RIDGE

+14'-0"

T.O. RIDGE

STAINED WOOD SHUTTERS

TYP. WHERE SHOWN

LF

88

= 1386.17

+24'-11"

T.O. RIDGE

+16'-0"

T.O. RIDGE

LF

88

= 1386.17

RIGHT ELEVATION

SCALE: 3/16"=1'-0"

+14'-11" A.F.F.

T.O. RIDGE

+12'-0"

T.O. PLATE

+0'-0"

FINISH FLOOR

ENTRY COURTYARD ELEVATION

SCALE: 3/16"=1'-0"

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

+16'-0"

T.O. RIDGE

PAINTED EXTERIOR STUCCO FINISH

DUNN-EDWARDS "SWISS COFFEE"

CANTERA STONE SILL

"PINON BLANCO"

TYPICAL WHERE SHOWN

+24'-11"

T.O. RIDGE

+21'-5"

T.O. PLATE

SPIRAL STAIRCASE

BY OTHERS

+11'-5"

UPPER FINISH FLOOR

+10'-0"

T.O. PLATE

DECORATIVE CHIMNEY SHROUD

CANTERA STONE FINISH

3'-0"

+18'-4"

T.O. RIDGE

REAR ELEVATION

SCALE: 3/16"=1'-0"

+23'-7"

T.O. RIDGE

12

3

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

12

3

+13.9'

T.O. ROOF TILE

+10'-1 1/8"

T.O. PLATE

SOUTH ELEVATION

SCALE: 3/16"=1'-0"

3

12

+12.8'

T.O. ROOF TILE

+13.9'

T.O. ROOF TILE

+12.8'

T.O. ROOF TILE

+10'-0"

T.O. PLATE

LF

88

= 1386.17

+13.9'

T.O. ROOF TILE

3

12

SOUTH GUEST HOUSE ELEVATION

SCALE: 3/16"=1'-0"

+0'-0"

FINISH FLOOR

+12.8'

T.O. ROOF TILE

+10'-0"

T.O. PLATE

LF

88

= 1386.17

+0'-0"

FINISH FLOOR

WEST GUEST HOUSE ELEVATION

SCALE: 3/16"=1'-0"

+13.9'

T.O. ROOF TILE

+10'-0"

T.O. PLATE

LF

88

= 1386.17

NORTH GUEST HOUSE ELEVATION

SCALE: 3/16"=1'-0"

+0'-0"

FINISH FLOOR

LF

88

= 1386.17

EAST GUEST HOUSE ELEVATION

SCALE: 3/16"=1'-0"

+0'-0"

FINISH FLOOR

TWO PEICE MISSON CLAY TILE ROOF

US TILE "OLD WORLD" BLEND

#1 (33%), #2 (33%), #3 (33%)

4x8 RAFTERS TAILS

EQ. SPACED AT 30"± O.C.

STAIN DARK BROWN

+24'-11"

T.O. RIDGE

+21'-5"

T.O. PLATE

SPIRAL STAIRCASE

BY OTHERS

+11'-5"

UPPER FINISH FLOOR

+10'-0"

T.O. PLATE

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

LF

88

= 1386.17

+14'-11" A.F.F.

T.O. RIDGE

+12'-0"

T.O. PLATE

+10'-0"

T.O. PLATE

+0'-0"

FINISH FLOOR

1386.17' A.S.L.

LF

88

= 1386.17

RAMADA ELEVATIONS

SCALE: 3/16"=1'-0"

LF

88

= 1385.75

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

+17'-4"

T.O. RIDGE

+12'-1 1/2"

T.O. PLATE

ONE PEICE CONC. TILE ROOFING

PER ROOF PLAN OVER

PLYWOOD SHEATHING

PER FRAMING PLAN

PREFAB WOOD ROOF TRUSSES

PER FRAMING PLAN

MIN. R-38 INSUL.

WIRED TO UNDERSIDE

OF ROOF DECK

EXTERIOR STUCCO FINISH

OVER FRAME WALLS

8x12 DECO. BEAMS

PER RCP

4" CONC. SLAB

O/ 4" TREATED A.B.C.

SECTION A

SCALE: 3/16"=1'-0"

ONE PEICE CONC. TILE ROOFING

PER ROOF PLAN OVER

PLYWOOD SHEATHING

PER FRAMING PLAN

PREFAB WOOD ROOF TRUSSES

PER FRAMING PLAN

+16'-0" A.F.F.

T.O. RIDGE

2573.50' A.S.L.

+12'-9 1/2"

T.O. PLATE

WALL AND CEILING G.W.B.

FINISH PER FINISH NOTES

TYPICAL

SPRAY APPLIED FOAM

ROOF PER ROOF PLAN

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

4" CONC. SLAB

O/ 4" TREATED A.B.C.

SECTION B

SCALE: 3/16"=1'-0"

DECO. BEAMS

PER RCP

8x12 DECO. BEAMS

PER RCP

12

3

+0'-0"

FINISH FLOOR

(1386.17' A.S.L.)

ONE PEICE CONC. TILE ROOFING

PER ROOF PLAN OVER

PLYWOOD SHEATHING

PER FRAMING PLAN

PREFAB WOOD ROOF TRUSSES

PER FRAMING PLAN

EXTERIOR STUCCO FINISH

OVER FRAME WALLS

4" CONC. SLAB

O/ 4" TREATED A.B.C.

GUEST HOUSE SECTION

SCALE: 3/16"=1'-0"

MIN. R-38 INSUL.

WIRED TO UNDERSIDE

OF ROOF DECK

WOOD I-JOISTS

PER FRAMING PLAN

12

3

MIN. R-38 INSUL.

WIRED TO UNDERSIDE

OF ROOF DECK

+24'-11"

T.O. RIDGE

+22'-5" A.F.F.

T.O. PLATE

10'-0" ABOVE UPPER F.F.

2x6 WALLS WITH

MIN. R-19 BATT INSUL.

EXTERIOR STUCCO FINISH

OVER 3/8" OSB SHEATHING

+11'-5" A.F.F.

UPPER FINISH FLOOR

+10'-0" A.F.F.

T.O. PLATE

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

WP

GFI

SERVICE ENTRANCE SECTION

400A - 120/240 V - 1PH - 3W, NEMA 3R

BRACED FOR 36,000 AMPS

METERING COMPARTMENT

U.G. PULL SECTION PER

POWER CO. REQ'MTS

(1) 4" RIGID STEEL RISER

W/ RIGID STEEL ELLS

RUN 4" PVC TO POWER

CO. PAD MOUNTED XFMR.

(CONDUCTORS BY POWER CO.)

200/2

JJN

ONE LINE DIAGRAM

200/2

JJN

S/N

SYMBOL LEGEND

SURFACE MOUNTED LIGHT FIXTURE

6" RECESSED CAN LIGHT FIXTURE

HALO MODEL H7ICATNB HOUSING WITH

HALO MODEL 30WAT BAFFLE

MEETS ASTM-E283 AND IS DESIGNED TO BE

IN DIRECT CONTACT WITH INSULATION AND

TO MEET RESTRICTED AIR FLOW REQUIREMENTS

6" DIRECTIONAL RECESSED CAN LIGHT FIXTURE

HALO MODEL H7ICATNB HOUSING WITH

HALO MODEL 430W WALL WASH BAFFLE

MEETS ASTM-E283 AND IS DESIGNED TO BE

IN DIRECT CONTACT WITH INSULATION AND

TO MEET RESTRICTED AIR FLOW REQUIREMENTS

LOW VOLTAGE RECESSED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE (LOW PROFILE)

SUSPENDED LIGHT FIXTURE - PENDANT

SUSPENDED LIGHT FIXTURE - CHANDELIER

COMPLIANCE WITH CHAPTER 11 OF THE 2012 IRC

OR RESIDENTIAL PROVISIONS OF THE 2012 IECC IS

REQUIRED (ZONE 2B). A PERMANENT ENERGY CERTIFICATE

WILL BE REQUIRED AT TIME OF FINAL TO BE POSTED

IN THE ELECTRICAL DISTRIBUTION PANEL

#1/0 C.U.

GROUND TO PIPING OR

BLDG. STEEL

#4 C.U. UFER - 20FT. MIN.

PANEL 'A'

F1

PANEL 'B'

F2

SPACES

LOAD CALCULATIONS

LIVABLE - 6,109 S.F. X 3 WATTS

GARAGE / STORAGE / MECH. - 1,121 S.F. X 1.5 WATTS

SMALL APPLIANCE CIRCUITS 7 x 1,500 W

LAUNDRY CIRCUIT

DISHWASHER / DISP.

3 x 1,500 W

2 x 1,500 W

WATER HEATER

STEAM SHOWER

DRYER

RANGE

DOUBLE OVENS

MICROWAVE

1 x 8,800 W

1 x 4,500 W

3 x 6,600 W

GAS ONLY

1 X 8,800 W

1 X 1,200 W

FIRST 10 KW @ 100%

REMAINDER @ 40% 71,109 W X 40%

18,327 W

1,682 W

10,500 W

4,500 W

3,000 W

8,800 W

4,500 W

19,800 W

-

8,800 W

1,200 W

SUB TOTAL = 81,109 W

10,000 W

28,444 W

SUB TOTAL = 38,444 W

AIR CONDTIONING (13 SEER) 4 X 11000 W 44,000 W

3 - #3/0 COPPER CONDUCTOR, 1 - #4 COPPER GROUNDING WIRE

IN 2" CONDUIT

TOTAL / 240 V

400 AMP S.E.S. PANEL

PER ELEC. CO. &

PANEL 'A'

WP

GFI

TOTAL = 84,444 W

AMPS = 343.5

FLOOR OUTLET

WITH PHONE JACK

TV

S

M

S

WP

WP

GFI

WP

GFI

WP

TV

GFI

W.H. #2

(GAS)

WP

WP

GFI

2' X 4' FLOURESCENT LIGHT FIXTURE

S

M

S

A/C

COND.

WP

WP

GFI

A/C

COND.

WP

M

S

S

SEE UPPER ELECTRICAL

PLAN FOR ADDITIONAL

SWITCHING

TV

POOL EQUIP.

S

A

TV

S

M

GFI

AFI

WP

CEILING FAN - ONLY APPROVED OUTLET BOXES

SHALL BE USED

100 CFM EXHAUST FAN

120V DUPLEX RECEPTACLE

120V DUPLEX RECEPTACLE - ONE SIDE SWITCHED

120V DUPLEX RECEPTACLE - UNDER COUNTER

240V 4-PRONG RECEPTACLE

FLOOR RECEPTACLE - VERIFY LOCATION W/ OWNER

WALL SWITCH - TWO WAY

WALL SWITCH - MULTI-WAY

SMOKE DETECTOR

CARBON MONOXIDE DETECTOR

ALARM CONTROL PANEL

CABLE TV OUTLET - VERIFY LOCATIONS W/ OWNER

DOOR BELL - VERIFY WITH OWNER

FUSED DICONNECT

GROUND FAULT CIRCUIT INTERRUPTED

ARC FAULT CIRCUIT INTERRUPTED

WEATHERPROOF FIXTURE

WP

WP

WP

GFI

WP

S

S

GFI

GFI

GFI GFI

PROVIDE NON-GFI OUTLET FOR

REFRIGERATOR/FREEZER

WP

WP

WP

PROVIDE OVERHEAD GARAGE DOOR

OPENER W/ CEILING MOUNTED RECEPTACLE

VERIFY OPENER W/ GARAGE DOOR

SIZE AND WEIGHT

WP

WP

GFI

GFI

GFI

GFI

D.

W.

GFI

WP

GFI

GFI

WP

GFI

A/C

COND.

WP

WP

GFI

GFI

U.C.

REF.

GFI

S

S M

GFI

GFI

GFI

W.H. #1

(GAS)

GFI

S

GFI GFI

GFI

D.W.

GFI

RANGE

GFI

TV

GFI

GFI

WP

GFI

UNDER CABINET LIGHTING

GFI

S

S M

WP

WP

WP

GFI

WP

WP

WP

SCALE: 3/16"=1'-0"

SEPARATELY CIRCUITED

GFI OUTLET FOR SPA MOTOR

PROVIDE REMOVEABLE

ACCESS PANEL

GROUND FLOOR ELECTRICAL PLAN

N

WP

SEE UPPER ELECTRICAL

PLAN FOR ADDITIONAL

SWITCHING

SEE GROUND FLOOR

ELECTRICAL PLAN FOR

ADDITIONAL SWITCHING

WP

WP

GFI

WP

WP

WP

WP

WP

WP

WP

WP

WP

PROVIDE UNDER COUNTER

OUTLET AND CIRCUIT FOR

DISHWASHER AND DISPOSAL

WITH ONE SIDE SWITCHED

FOR DISPOSAL OPERATION

UPPER FLOOR ELECTRICAL PLAN

SCALE: 3/16"=1'-0"

ELECTRICAL NOTES

1. Electrical fixtures located in damp or wet locations shall be “listed” to be suitable for such location. (E4003.9).

2. Provide a wall mounted GFCI protected receptacle outlet within 36” of a bathroom or powder room lavatory.

(E3901.6).

3. 15- and 20-ampere receptacles installed in bathrooms, garages and grade-level portions of unfinished accessory buildings used for storage or work areas, and installed outdoors shall have GFCI protection for personnel.

(E3902.1-.3).

4. All branch circuits that supply 15- and 20-ampere outlets installed in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreations rooms, closets, hallways and similar rooms or areas shall be protected by a combination type arc-fault circuit interrupter (AFCI) installed to provide protection of the branch circuit. (E3902.12).

5. In areas specified in Section E3901.1, 15- and 20-ampere receptacles shall be listed tamper-resistant.

(E4002.14).

6. Provide Smoke Alarms (R314).

7. Approved carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling units that have attached garages. (R315).

8. Provide a switch for the stairway when there are 6 or more risers. (R303.7.1).

9. Receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width. (E3901).

10. Provide a minimum of two 20-amp small appliance branch circuits for the kitchen/dining/breakfast. (E3703.2).

11. Provide a concrete encased grounding electrode of not less than 20 feet of #4 bare copper. (E3608.1.2).

12. Provide bonding to the water piping, gas and metal building systems. (E3606.9, E3609.7).

13. All metal piping systems, metal parts of electrical equipment, and pump motors associated with the hydro massage tub shall be bonded together using a copper bonding jumper, insulated, covered, or bare, not smaller than No. 8 solid. (E4209).

14. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps.

(N1104.1).

15. Recessed luminaires installed in the building thermal envelope shall be IC-rated, labeled with air leakage rate not more than 2.0 cfm... sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. (N1102.4.4).

GFI

S

M

S

W/D

TV

WP

ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE PHASE, 15- AND 20-

AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,

PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,

CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY

A COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE

PROTECTION OF THE BRANCH CIRCUIT.

ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER

RESISTANT RECEPTACLES EXCEPT FOR RECEPTACLES LOCATED MORE THAN 5.5 FEET

ABOVE THE FLOOR, RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE,

AND A SINGLE RECEPTACLE FOR A SINGLE APPLIANCE OR A DUPLEX RECEPTACLE FOR

TWO APPLIANCES WHERE SUCH RECEPTACLES ARE LOCATED IN SPACES DEDICATED

FOR THE APPLIANCES SERVED AND, UNDER CONDITIONS OF NORMAL USE, THE

APPLIANCES ARE NOT EASILY MOVED FROM ONE PLACE TO ANOTHER. THE APPLIANCES

SHALL BE CORD-AND-PLUG-CONNECTED TO SUCH RECEPTACLES IN ACCORDANCE

WITH SECTION E3909.4.

GFI

WP

GFI

WP

S S

GFI

D.W.

230

GFI

100 AMP

SUB-PANEL

NOTE: ALL APPLIANCES AND MECH. UNITS

AT GUEST HOUSE TO BE ALL ELECTRIC.

W/D

W.H. #3

(ELEC.)

A/C #4

WP

GFI

WP

WP

WP

GFI

WP

WP

HEAT PUMP

ELECTRIC

N

PROJECT NO.

11-092

DATE

08.11.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

FOUNDATION AND MASONRY

GENERAL STRUCTURAL NOTES

1. STRUCTURAL DESIGN LOADS (2012 IBC & IRC):

A. FLAT ROOF = 17 PSF DL, 20 PSF LL

B. TILE ROOF = 26 PSF DL, 20 PSF LL (3 : 12 PITCH)

C. INTERIOR FLOOR LOADS = 20 PSF DL, 40 PSF LL

D. EXTERIOR WALK DECK FLOOR LOADS = 23 PSF DL, 60 PSF LL

E. WIND SPEED = 115 MPH (EXPOSURE C)

F. SDC B

2. SOILS:

A.

FOUNDATION DESIGN IS BASED UPON THE SOILS REPORT COMPLETED BY

PROTEX, REPORT #3632, DATED JULY 16, 2014.

DESIGN IS BASED UPON AN ALLOWABLE BEARING STRESS OF 1,500 PSF

AT A DEPTH OF 18" BELOW PREEXISTING UNDISTURBED SOIL OR ENGINEER

CERTIFIED COMPACTED SOIL.

B. IF ANY QUESTIONABLE SOILS ARE ENCOUNTERED, NOTIFY A QUALIFIED SOILS

ENGINEER BEFORE PROCEEDING

C. PROVIDE 95% COMPACTION FOR ALL FILL USED UNDER FLOOR AREAS.

D. FINISH GRADE IS DEFINED AS FINISH FLOOR FOR INTERIOR FTGS. AND THE LOWEST

ADJACENT UNDISTURBED GRADE OR ENGINEERED FILL FOR EXTERIOR FTGS.

3. CONCRETE:

A. FOUNDATIONS: MIN. COMPRESSIVE STRENGTH OF 2500 P.S.I. @ 28 DAYS

B. FLOOR SLAB: MIN. COMPRESSIVE STRENGTH OF 3000 P.S.I. @ 28 DAYS

C. MAX. SLUMP = 4 1/2"

4. FOUNDATION:

A. CRACK CONTROL JOINTS SHALL BE PROVIDED FOR ALL CONCRETE SLABS SUCH

NO SINGLE SLAB AREA SHALL EXCEED 400 SQUARE FEET.

B. CRACK CONTROL JOINTS SHALL BE 1/2" JOINT FILLER AT ALL EXPOSED SLAB EDGES.

ALL OTHER CONTROL JOINTS MAY BE SAWCUT.

C. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED EXCEPT THAT SLABS ON GRADE

ONLY NEED TO BE VIBRATED AROUND UNDER FLOOR DUCTS - ETC.

D. CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED.

E. ALL EXTERIOR CONCRETE SLABS SHALL BE SLOPED 1/8" PER FOOT MINIMUM TO

1/4" PER FOOT MAX. AWAY FROM RESIDENCE TO AN ACCEPTABLE DRAINAGE LOCATION.

I.

F. ALL EXTERIOR CONCRETE SHALL BE PROVIDED WITH A NON-SLIP SURFACE.

G. SEAL ALL VOIDS IN PENETRATION THROUGH SLABS.

H.

PROVIDE COPPER UFER AT SERVICE ENTRANCE (VERIFY WITH ELECTRICIAN).

ALL CONCRETE SLABS TO BE 4" THICK CONC. OVER 4" AGGREGATE BASE COURSE.

5. REINFORCING STEEL:

A. ASTM A615 Fy = 40 KSI - ALL WELDED REBAR SHALL BE A706.

B. SEE FOUNDATION PLAN AND DETAILS FOR SIZE AND LOCATIONS OF

VERTICAL & HORIZONTAL REINFORCING.

C. MINIMUM LAP = 30 BAR DIAMETERS (24" MINIMUM) IN CONCRETE AND

40 BAR DIAMETERS (24" MINIMUM) IN MASONRY.

D. REINFORCING CLEARANCES AND COVER SHALL COMPLY WITH A.C.I.

REQUIREMENTS.

E. DETAILING OF ALL REINFORCING AND CONCRETE COVER SHALL COMPLY TO

A.C.I. REQUIREMENTS.

F. LOCATION OF SPLICES SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL

ENGINEER.

G. LAP SPLICES FOR WELDED WIRE FABRIC SHALL BE WIRE SPACING PLUS 2".

6. ANCHOR BOLTS:

A. ALL ANCHORS SHALL BE ASTM 1/2"Ø A307 @ 48" O.C. U.N.O.

B. ALL BOLTS SHALL BE INSTALLED WITH WASHERS.

7. MASONRY:

A. HOLLOW CONCRETE MASONRY UNITS, TYPE N-1 ASTM C90. F'm = 1350 P.S.I.

F'm = 1350 P.S.I. (PARTIAL GROUTED); F'm = 1500 P.S.I. (SOLID GROUTED)

B. MORTAR SHALL CONFORM TO ASTM #C270, TYPE S (MIN. 1800 P.S.I. 28 DAY

COMPRESSIVE STRENGTH).

C. GROUT SHALL BE PORTLAND CEMENT TYPE PER ASTM C476, F'c = 2000 PSI

AT 28 DAYS WITH PEA GRAVEL AGGREGATE AND NOT LESS THAN 6 1/2

SACK MIX. SLUMP 8"+.

D. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 4'-0", MAX. LIFT SHALL BE 8'-0".

E. UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS IN

MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALLS EXCEEDS 24'-0".

CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS,

ENDS, WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR

OVER OPENINGS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.

F. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID.

G. HOLD GROUT 1/2" BELOW LIFT TO FORM A GROUT KEY WITH THE LIFT ABOVE.

H. LAY BLOCK IN A RUNNING BOND.

I. NO FLY ASH (POZZOLAN) IS PERMITTED IN MORTAR OR GROUT.

J. STAY EACH END OF EACH VERTICAL REBAR USING SINGLE WIRE AND LOOP

TYPE TIES. MAXIMUM VERTICAL SPACING OF TIES 8'-0".

2'-0" 18'-0" 16'-0" 2'-0" 2'-0"

LSTHD8

LSTHD8

F1

F1

F1

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

42'-6"

14'-6"

LSTHD8

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

4'-8"

LSTHD8

6'-0" 6'-8"

F1

R7

'-0

"

F1

2'-10"

6'-8"

3'-6" 3'-2"

6'-8"

F1

LTT19 W/

SSTB16

14'-9"

LTT19 W/

SSTB16

11"

F1

6'-5"

1'-2"

F4

F5

LTT19 W/

SSTB16

13'-8"

LTT19 W/

SSTB16

LTT19 W/

SSTB16

F4

F4

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

F1 F1

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

F1

ABW66Z POST BASE W/

5/8"Ø THREADED ROD DRILLED

AND EPOXIED IN 3/4"Ø x 5" DEEP

HOLE WITH SIMPSON SET EPOXY

OR EQUAL

F1

F2

15'-8"

LTT19 W/

SSTB16

6'-5"

LTT19 W/

SSTB16

F2

6"

LTT19 W/

SSTB16

14'-8"

1'-4"

LTT19 W/

SSTB16

SHOWER

RECESS

6'-8"

1'-4"

2'-8"

LSTHD8

LSTHD8

12'-8"

LSTHD8

12'-0"

16'-0"

3'-0" 1'-0"

8'-0"

SHOWER

RECESS

3/4"Ø A.B.s

@ 48" O.C.

(MIN. 3) F1

4'-7"

LSTHD8

8'-6" 34'-8"

F3

LSTHD8

15'-3"

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

15'-3"

SPREAD FOOTING SCHED.

F1

F2

24" x 24" x 12" THICK x 18" DEEP FTG. W/ #5 BARS @ 12" O.C. EA. WAY

30" x 30" x 12" THICK x 18" DEEP FTG. W/ #5 BARS @ 12" O.C. EA. WAY

F3 36" x 36" x 12" THICK x 18" DEEP FTG. W/ #5 BARS @ 12" O.C. EA. WAY

F4 42" x 42" x 12" THICK x 18" DEEP FTG. W/ #5 BARS @ 12" O.C. EA. WAY

F5 48" x 48" x 12" THICK x 18" DEEP FTG. W/ #5 BARS @ 12" O.C. EA. WAY

ANCHOR BOLTS

U.N.O. ON THIS FOUNDATION PLAN ALL FOUNDATION ANCHORS

ARE TO BE 1/2Ø A.B.s @ 48" O.C.

1'-8"

2'-0"

FOUNDATION NOTES

1. COORDINATE ALL UNDERSLAB PLUMBING AND ELECTRICAL WITH

FLOOR, ELECTRICAL AND PLUMBING PLANS AS APPLICABLE PRIOR

TO FOUNDATION POUR.

2. REFER TO GENERAL STRUCTURAL NOTES ON THIS SHEET FOR

ADDITIONAL FOUNDATION REQUIREMENTS AND MATERIAL

SPECIFICATIONS.

3. REFER TO CIVIL DRAWINGS FOR LOCATION OF SITE WALLS.

4. ALL SITE AND FOUNDATION PREPARATION SHALL BE COMPLETED

BASED UPON THE REQUIREMENTS OF THE IRC.

ALL FOOTINGS SHALL BEAR A MINIMUM

OF 18" BELOW UNDISTURBED GRADE OR CONTROLLED AND

COMPACTED FILL PER SOILS REPORT, INCLUDING ALL PREPARED

PADS WHERE SLAB ON ON GRADE SHALL BE PLACED.

5. ALL ANCHOR BOLTS SHALL BE 1/2"Ø A307 @ 48" O.C. U.N.O.

6. ALL MASONRY WALLS SHALL BE 8" CMU AND SHALL BE

CONSTRUCTED IN ACCORDANCE WITH DETAIL 4 ON SHEET S3.1.

18'-0"

14'-0" 2'-0"

LSTHD8

LSTHD8

RAMADA FOUNDATION

SCALE: 3/16"=1'-0"

6x6 D.F. #1 POST

4'-0" 2'-0"

6x6 D.F. #1 POST

RAMADA FRAMING

SCALE: 3/16"=1'-0"

30'-10"

2'-0" 8'-0"

6x6 D.F. #1 POST

6x6 D.F. #1 POST

F1

8'-0"

F1

LTT19 W/

SSTB16

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

LTT19 W/

SSTB16

F1

7'-10"

F3

7'-2"

5'-8" 18'-0"

9'-2"

LSTHD8

LTT19 W/

SSTB16

15'-8" 5" 6'-0"

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

F1

SHOWER

RECESS

LSTHD8

F3

4" CONC. SLAB OVER

4" TERMITE TREATED A.B.C.

W/ CONTROL JOINTS

@ 400 S.F. MAX.

9'-5"

LSTHD8

F1

LSTHD8

9'-2"

2'-8" 7"

19'-6" 10'-0" 28'-2" 6'-8" 2'-0" 8"

FOUNDATION PLAN

SCALE: 3/16"=1'-0"

20'-0" 10'-10"

THESE DRAWINGS WERE PREPARED BY OTHERS

AND REVIEWED FOR CONFORMANCE WITH MY

STRUCTURAL CALCULATIONS

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

CIRCULATING HOT WATER SYSTEMS

CIRCULATING HOT WATER SYSTEMS SHALL BE PROVIDED WHEN THE LENGTH OF HOT WATER

PIPING OR TUBING FROM THE SOURCE OF HOT WATER TO THE FURTHEST FIXTURE EXCEEDS

21 FEET FOR A 3/4 INCH LINE, 32 FEET FOR A 5/8 INCH LINE, 43 FEET FOR AT 1/2 INCH LINE

AND 50 FEET FOR A 3/8 INCH OR LESS LINE. WHEN THE HOT WATER DISTRIBUTION SYSTEM

CONTAINS MORE THAN ONE PIPE OR TUBE SIZE, THE LARGEST SIZE SHALL BE USED FOR

DETERMINING THE MAXIMUM ALLOWABLE LENGTH BEFORE A CIRCULATING HOT WATER

SYSTEM IS REQUIRED. THE CIRCULATING SYSTEM SHALL BE EQUIPPED WITH AN

AUTOMATIC OR READILY ACCESSIBLE MANUAL ON SWITCH AND A TEMPERATURE

SENSOR ACTIVATED SHUT-OFF THAT CAN AUTOMATICALLY TURN OFF THE HOT WATER

CIRCULATING PUMP WHEN THE TEMPERATURE IS REACHED. FOR THE PURPOSE OF

THIS SECTION , THE SOURCE OF HOT WATER SHALL BE CONSIDERED AT WATER HEATER,

BOILER, CIRCULATION LOOP PIPING, DISTRIBUTION MANIFOLD, OR HEAT TRACED PIPING.

HOT WATER PIPE INSULATION

INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE VALUE OF R-3

SHALL BE APPLIED TO THE FOLLOWING:

1. PIPING LARGER THAN 3/4 INCH NOMINAL DIAMETER

2. PIPING SERVING MORE THAN ONE DWELLING UNIT.

3. PIPING FROM THE WATER HEATER TO KITCHEN OUTLETS.

4. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE.

5. PIPING FROM THE WATER HEATER TO DISTRIBUTION MANIFOLD.

6. PIPING LOCATED BENEATH A FLOOR SLAB.

7. BURIED PIPING

8. SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND

RECIRCULATION SYSTEMS.

9. PIPING WITH RUN LENGTHS GREATER THAN THE MAXIMUM RUN LENGTHS FOR

NOMINAL PIPE DIAMETER GIVEN IN TABLE N1103.4.2.

ALL REMAINING PIPING SHALL BE INSULATED TO AT LEAST R-3 OR MEET THE RUN

LENGTH REQUIREMENTS FOR THE NOMINAL PIPE DIAMETER GIVEN IN TABLE N1103.4.2

FUEL GAS NOTES

1. FUEL GAS PIPING ABOVE GROUND 2" AND SMALLER TO BE BLACK STEEL SCHEDULE 40

W/ CLASS 150 MALLEABLE IRON THREADED FITTINGS. PROVIDE SUPPORT EVERY 6'.

2. FUEL GAS PIPING ABOVE GROUND 2 1/2" AND LARGER TO BE BLACK STEEL SCHEDULE

40 W/ WROUGHT STEEL BUTTWELDED FITTINGS. PROVIDE SUPPORT EVERY 10'.

3. FUEL GAS PIPING UNDERGROUND (NOT UNDER SLABS OR STRUCTURES) TO BE

POLYETHYLENE PE 3406 W/ ANODELESS RISERS.

4. FUEL GAS PIPING IS NOT PERMITTED UNDER SLABS OR UNDER STRUCTURES AND

MUST CONFORM TO THE 2006 INTERNATIONAL PLUMBING CODE FOR MATERIALS,

INSTALLATION, AND TESTING.

5. UNDERGROUND GAS PIPING SYSTEMS SHALL BE ISOLATED FROM ABOVE

GROUND SYSTEMS BY AN APPROVED ISOLATION FITTING INSTALLED AT

LEAST 6" ABOVE GRADE.

FIXTURE SCHEDULE

APPLIANCE BTU'S

FURNACE #1

FURNACE #2

FURNACE #3

FIREPLACE #1

FIREPLACE #2

RANGE

BARBECUE

DRYER

POOL EQUIPMENT

WATER HEATER #1

WATER HEATER #2

TOTAL

DEVELOPED LENGTH = 160 FT.

SERVICE SIZE = 3"

100,000

100,000

100,000

75,000

75,000

100,000

75,000

35,000

400,000

75,000

75,000

1,210,000

NATURAL GAS @ 0.60 SPECIFIC GRAVITY AND 1000 BTU'S

PER CF @ 8" WC PRESSURE

CFH

100

100

100

75

75

100

75

35

400

75

75

1,210

WASTE / VENT NOTES

1. ALL WASTE PIPING IS TO BE BURIED A MINIMUM OF 18" BELOW FINISH GRADE

AND TO BE PROVIDED WITH A UNIFORM SLOPE OF 1/4" / FOOT.

2. ALL WASTE AND VENT PIPING TO BE SCHEDILE 40 ABS WITH MATCHING FITTINGS.

3. ALL VENTS TO BE LOCATED A MINIMUM OF 10' AWAY FROM OUTSIDE AIR INTAKES.

FUEL GAS ISOMETRIC

SCALE: NTS

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCTOBER 3, 2014

SHEET NO.

2K

2K

FRAMING

GENERAL STRUCTURAL NOTES

BEAM SCHEDULE

1. STRUCTURAL DESIGN LOADS:

A. FLAT ROOF = 17 PSF DL, 20 PSF LL

B. TILE ROOF = 26 PSF DL, 20 PSF LL (3 : 12 PITCH)

C. INTERIOR FLOOR LOADS = 20 PSF DL, 40 PSF LL

D. EXTERIOR WALK DECK FLOOR LOADS = 23 PSF DL, 60 PSF LL

E. WIND SPEED = 115 MPH (EXPOSURE C)

F. SDC B

2. LUMBER:

A. ALL SAWN LUMBER SHALL BEAR THE STAMP OF WWPA OR APPROVED TESTING AGENCY

B. STRUCTURAL 2x JOISTS AND POSTS SHALL BE DOUGLAS/LARCH FIR #1

C. STRUCTURAL 4x BEAMS TO SHALL BE DOUGLAS/LARCH FIR #1

D. STRUCTURAL 6x BEAMS TO SHALL BE DOUGLAS/LARCH FIR #1

E. 2x WOOD STUDS SHALL BE DOUGLAS/LARCH FIR #2

F. ALL SILL PLATES SHALL BE TREATED OR FOUNDATION GRADE REDWOOD

B1 - 5 1/8" x 15" GLB

B2 - 5 1/8" x 19 1/2" GLB

B3 - 5 1/8" x 16 1/2" GLB

B4 - 5 1/8" x 24" GLB

B5 - 5 1/8" x 10 1/2" GLB

B6 - 5 1/8" x 10 1/2" GLB

B7 - 5 1/8" x 10 1/2" GLB

B8 - 5 1/8" x 10 1/2" GLB

B9 - 5 1/8" x 12" GLB

B10 - (2) 2x12

B11 - 5 1/8" x 9" GLB

B12 - 5 1/8" x 9" GLB

B13 - 5 1/8" x 10 1/2" GLB

3. GLU-LAM BEAMS:

A. DOUGLAS/LARCH FIR COMB. 24F. Fb = 2400 PSI; Fv = 240 PSI; E = 1,800,000 PSI

WITH STAMP OF APPROVING AGENCY (24F-V4 TYP. U.N.O.)

B. 2000 FT. RADIUS STANDARD CAMBER, UNLESS NOTED OTHERWISE

C. MANUFACTURE BEAMS WITH HIGH TENSION LAMINATIONS

3. FRAMING:

A. ALL BOLTED WOOD CONNECTIONS SHALL HAVE STEEL SIDE PLATE WASHERS.

B. FRAMING CONNECTORS TO BE SIMPSON STRONG-TIE AS DETAILED OR EQUAL

C. REFER TO NAILING SCHEDULE ON THIS SHEET FOR MISC. NAILING REQUIREMENTS

D. DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT

PRIOR APPROVAL OF STRUCTURAL ENGINEER.

E. ALL JOISTS WITH SAME SPACING AS STUDS AT BEARING WALL TO ALIGN WITH STUDS.

F. AT CONCRETE AND MASONRY: SILL PLATES, TOP PLATES, LEDGERS, BUCKS,

ETC., SHALL HAVE ANCHOR BOLTS WITHIN 6" OF END OF ALL SPLICES AND

SHALL HAVE A MINIMUM OF TWO (2) PER SECTION (U.N.O.).

G. SOLID BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: a.

b.

AT 8'-0" MAXIMUM AT RAFTERS AND ROOF JOISTS.

AT 8'-0" MAXIMUM VERTICALLY AND AT CEILINGS IN ALL WOOD STUD WALLS.

c.

AT 10'-0" MAXIMUM ABOVE FINISH FLOOR AT ALL FURRING.

H. FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: a.

b.

c.

AT CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED

SPACES, AT THE CEILING AND FLOOR LEVELS, AND AT 10' FT. INTERVALS BOTH

VERTICALLY AND HORIZONTALLY.

AT SOFFITS AND ALL INTER-CONNECTIONS BETWEEN CONCEALED VERTICAL AND

HORIZONTAL SPACES SUCH AS FURRED DOWN AND COVE CEILINGS.

IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE TOP AND THE

BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH

THE RUN OF STAIRS, IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.

3K

3K d.

e.

f.

IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND

SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND

FLOOR LEVELS, USE NON-COMBUSTIBLE MATERIALS.

AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES

FOR FACTORY-BUILT CHIMNEYS.

WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND CONTROL,

SHALL HAVE FIRE BLOCKS OF MINERAL FIBER OR GLASS FIBER, OR OTHER

APPROVED NON-RIGID MATERIAL.

THE INTEGRITY OF ALL FIRE BLOCKING, AND DRAFT STOPS, SHALL BE MAINTAINED.

g.

I. INTERIOR NON-BEARING FURRING SHALL BE 2x4 MIN. @ 24" O.C. U.N.O.

J. INTERIOR NON-BEARING SHEAR WALLS SHALL BE 2x6 MIN. @ 16" O.C. U.N.O.

K. REFER TO NOTED FLOOR PLANS AND FRAMING PLANS FOR ALL STUD SIZING AND SPACING.

4. SHEATHING:

A. ALL SHEATHING SHALL CONFORM TO PRODUCT STANDARD PS 1-83 AND NER #108

B. ROOF SHEATHING SHALL BE 1/2" CDX, PLYWOOD SPAN INDEX 32/16

NAILED WITH 8d @ 6" O.C. EN, BN AND 8d @ 12" O.C. FN UNLESS NOTED OTHERWISE

C. FLOOR SHEATHING SHALL BE 1 1/8" WOOD SUBFLOOR GLUED TO ALL SUPPORTS,

NAILED WITH 10d RINGSHANKS @ 6" O.C. EN, BN AND 10d @ 10" O.C. FN U.N.O.

D. EXTERIOR WALK DECK SHEATHING SHALL BE 3/4" CDX GLUED TO ALL SUPPORTS,

NAILED WITH 8d RINGSHANKS @ 6" O.C. EN, BN AND 8d @ 10" O.C. FN U.N.O.

E. WALL SHEATHING SHALL BE MINIMUM 3/8" A.P.A. RATED CDX SHEATHING.

NAILED PER SHEAR WALL SCHEDULE

S9

5. TRUSSES:

A. TRUSSES TO BE MANUFACTURED BY APPROVED ARIZONA FABRICATOR AND

CONFORM TO 2012 IRC

B. FABRICATOR TO SUBMIT FOR APPROVAL TRUSS CALCULATIONS AND LAYOUT

SEALED BY AN ARIZONA LICENSED STRUCTURAL ENGINEER BEFORE

FABRICATION AND SHALL NOT BEGIN FABRICATION BEFORE FIELD VERIFICATION

OF LENGTH MEASUREMENTS.

C. TRUSSES SHALL BE DESIGNED TO SUPPORT THE TOTAL SUPERIMPOSED DEAD

LOAD PLUS LIVE LOADS INDICATED.

D. TRUSS DESIGNS SHALL BE SEALED WITHIN THE 2012 IRC

E. TRUSSES SHALL BE PLANT MANUFACTURED UNDER THE SUPERVISION OF A

REGISTERED PROFESSIONAL ENGINEER.

ST2215 BEAM TO POST

& BEAM TO WALL

B23

B13 - 5 1/8" x 10 1/2" GLB

B14 - (2) 2x10

B15 - 5 1/8" x 10 1/2" GLB

B16 - OMITTED

B17 - (2) 2x8

B18 - (2) 2x10

B19 - (2) 2x10

B20 - (2) 2x8

B21 - (2) 2x6

B22 - (2) 2x6

B23 - (2) 2x6

B24 - (2) 2x6

B25 - 5 1/8" x 12" GLB

B23

B20

B23

UPPER WINDOW

HEADERS B23

TYPICAL

2x4 RIDGE

BLOCKING

S9

2K

2T

2T

2K

2K

2T

2T

2K

GABLE END TRUSS

B21

F1

B21

BRG. @

10'-9 1/2" A.F.F.

B11

F1

BRG. @

12'-1 1/2" A.F.F.

ST2215

B20

LUS24

F1

LG1

BRG. @

12'-0" A.F.F.

B8

F1

BRG. @

18'-0" A.F.F.

B8

LUS24

F1

LG1

BRG. @

12'-0" A.F.F.

ST2215 BEAM TO POST

& BEAM TO WALL

GLB5A

B1

B22

B21

S1

SHEAR PANEL SCHEDULE

ENTIRE EXTERIOR OF NEW FRAME CONSTRUCTION TO BE SHEATHED

W/ 3/8" 2-M-W OSB, ALL EDGES BLOCKED WITH 2X,

8" @ 6" O.C. EN, BN (U.N.O.); 8d @ 12" O.C. FN

S1

DENOTES MIN. 1/2" G.W.B., ALL EDGES BLOCKED WITH 2X,

5d CLRS @ 6" O.C. EN, BN; 5d CLRS @ 12" O.C. FN

S2

S3

S9

DENOTES MIN. 1/2" G.W.B., ALL EDGES BLOCKED WITH 2X,

5d CLRS @ EN, BN; 5d CLRS @ 12" O.C. FN

DENOTES MIN. 5/8" G.W.B., ALL EDGES BLOCKED WITH 2X,

6d CLRS @ 6" O.C. EN, BN; 6d CLRS @ 12" O.C. FN

DENOTES 3/8" 2-M-W OSB, ALL EDGES BLOCKED WITH 2X,

8d @ 6" O.C. EN, BN; 8d @ 12" O.C. FN

DENOTES 3/8" 2-M-W OSB, ALL EDGES BLOCKED WITH 2X,

8d @ EN, BN; 8d @ 12" O.C. FN

NOTE: WHERE PANELS ARE ON FACES OF A WALL AND

NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL

JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING

MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER

AND NAILS ON EACH SIDE SHALL BE STAGGERED

B20

HUS26 W/ 16d NAILS

TO ALL HOLES

LG1

6x6 POST W/

(2) 2x6 POST

ECCQ5-6SDS2.5

COL. CAP

LSTA24 BEAM TO

2x BLK'G IN WALL

SHADED AREA INDICATES

OVERFRAMING PER DETAIL

29 ON SHEET S3.2

6x6 POST W/

ECCLLQ-SDS2.5

COL. CAP

HU310-2

LUS26

F3

BRG. @

14'-0" A.F.F.

HU310-2

(2) 2x6 POST

ST2215 BEAM TO

2x BLK'G IN WALL

ALIGN 2.0K DRAG TRUSS TO WALL

GIRDER TRUSS

B6

B6

B18

LG2

F7

LUS26

B13

B18

B13

LUS26

F7

LG2

6x6 POST W/

CCTQ-SDS2.5

COL. CAP

PROVIDE 5'-4" WIDE x 8'-0" LONG x

2'-8" HIGH CLEAR

SPACE IN TRUSS

PROFILE FOR MECH.

UNIT INSTALLATION

2x4 RIDGE

BLOCKING

F1

BRG. @

12'- 1 1/2" A.F.F.

HU310-2

4x6 POST W/

ECCQ5-6SDS2.5

COL. CAP

6x6 POST W/

CCQ5-6SDS2.5

COL. CAP

HUS26 W/ 16d NAILS

TO ALL HOLES

6x6 POST W/

ECCQ5-6SDS2.5

COL. CAP

F4

BRG. @

10'-9 1/2" A.F.F.

(2) 2x6 POST

B14

ITS2.08/16

F5

BRG. @

10'-0" A.F.F.

B4

LG1

HUS26 W/ 16d NAILS

TO ALL HOLES

6x6 POST W/

6x6 POST W/

ECCQ5-6SDS2.5

ECCQ5-6SDS2.5

COL. CAP

COL. CAP

B2

HUS26 W/ 16d NAILS

TO ALL HOLES

SHEATHING SCHEDULE

: REFER TO SHEAR PANEL SCHEDULE @ LEFT

: 15/32" OSB, UNBLOCKED,

8d @ 6" O.C. EN, BN; 8d @ 12" O.C. FN

: 5/8" CDX PLYWOOD, UNBLOCKED, FULLY GLUED

10d RINGSHANKS @ 6" O.C. EN, BN;

10d RINGSHANKS @ 12" O.C. FN

: 3/4" CDX PLYWOOD, UNBLOCKED, FULLY GLUED

10d RINGSHANKS @ 6" O.C. EN, BN;

10d RINGSHANKS @ 12" O.C. FN

LEDGER SCHEDULE

LG1

2x12 w/ (5) 16d TO EA. STUD &

16d AT 8" O.C. TO 2x BLK'G BETWEEN STUDS

LG2

2x8 w/ (4) 16d TO EA. STUD &

16d AT 8" O.C. TO 2x BLK'G BETWEEN STUDS

IUS2.06/16

6x6 POST W/

ECCQ5-6SDS2.5

COL. CAP

B21 B21 B21

HUS26

6x6 POST W/

CCQ5-6SDS2.5

COL. CAP

HUS26

4K

3T

F8

BRG. @

10'-0" A.F.F.

3T

4K

B17

LG1

B14

2x4 RIDGE

BLOCKING

3K

2T

B15

2T

3K

A35 @ 4' O.C.

TRUSS TO WALL

B1 SHADED AREA INDICATES

OVERFRAMING PER DETAIL

29 ON SHEET S3.2

LG1

B17

FRAMING NOTES

1. ALL BEARING HEIGHTS ARE MEASURED FROM ENTRY FINISH FLOOR.

2. ALL SPECIFIED HANGERS AND HOLDOWNS ARE TO BE SIMPSON

STRONG TIIE, INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS

W/ MAXIMUM SPECIFIED FASTENERS UNLESS NOTED OTHERWISE.

SOME HANGERS MAY NEED TO HAVE OPTIONS SUCH AS SLOPE, SKEW,

OR R/L ORIENTATION SPECIFIED WHEN ORDERING. ALTERNATE

HANGERS OR INSTALLATIONS OTHER THAN SPECIFIED BY THE

MANUFACTURER WITH MAXIMUM FASTENING MUST BE APPROVED

BY THE STRUCTURAL ENGINEER.

3. BOTTOM OF BEAM HEIGHTS HAVE BEEN IDENTIFIED FOR INTERNAL

SUPPORT MEMBERS. ALL BOTTOM OF BEAM HEIGHTS AT EXTERIOR

DOOR AND COVERED PATIO BEAMS AND HEADERS ARE TO BE

DETERMINTED BASED UPON THE ELEVATIONS AND THE ROUGH

OPENING SIZES REQUIRED BY THE DOOR / WINDOW MANUFACTURER

REFER TO REFLECTED CEILING PLAN TO ENSURE THAT ALL FRAMING

WILL NOT INTERFERE WITH DESIRED CEILING DESIGN.

2K

2T

2T

2K

H

J

F2

BRG. @

10'-0" A.F.F.

B23

FRAMING SCHEDULE

F1

PREFAB WOOD ROOF TRUSSES @ 24" O.C. MAX

F2

PREFAB WOOD ROOF TRUSSES @ 24" O.C. MAX. WITH

SCISSOR PROFILE

F3

PREFAB WOOD ROOF TRUSSES @ 24" O.C. MAX. WITH

CATHEDRAL PROFILE

F4

PREFAB LOW SLOPING WOOD ROOF TRUSSES

@ 24" O.C. MAX.

F5 16" TJI 210s @ 16" O.C. MAX.

F6 OMITTED

F7 2x8 FLOOR JOISTS @ 16" O.C. MAX.

F8 LOW SLOPING DECK TRUSSES @ 16" O.C. MAX.

F2

BRG. @

10'-0" A.F.F.

B23

I

UPPER ROOF FRAMING PLAN

SCALE: 3/16"=1'-0"

B23

NAILING SCHEDULE

8x10 D.F. #1

B23

2K

2T

2T

2K

CONNECTION NAILING

ST2215 BEAM TO POST

& BEAM TO WALL

HUS26 W/ 16d NAILS

TO ALL HOLES

ST2215 BEAM TO POST

& BEAM TO WALL

1. JOIST TO SILL OR GIRDER, TOENAIL

2. BRIDGING TO JOIST, TOENAIL EACH END

3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL

(3) 8d

(2) 8d

16d AT 16" O.C.

4. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS

5. TOP PLATE TO STUD, END NAIL

8. STUD TO SOLE PLATE

(3) 16 d PER 16''

(2) 16d

(4) 8d, TOENAIL OR (2) 16d, END NAIL

9. DOUBLE STUDS, FACE NAIL

10. DOUBLED TOP PLATES, FACE NAIL

11. BLOCKING BETWN. JOISTS OR RAFTERS TO TOP PLATE TOENAIL

12. RIM JOIST TO TOP PLATE, TOENAIL

13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL

16d AT 24" O.C.

16d AT 16" O.C.

(2) 16d

8d AT 6" O.C.

(2) 16 d

14. CONTINUOUS HEADER TO STUD, TOENAIL 16d AT 16" O.C. ALONG EACH EDGE

15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL

(3) 8d

16. CONTINUOUS HEADER TO STUD, TOENAIL (3) 16d

17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL

18. CEILING JOISTS TO PARELLEL RAFTERS, FACE NAIL

(3) 16d

(3) 16d

19. RAFTER TO PLATE, TOENAIL

20. BUILT-UP CORNER STUDS

21. BUILT-UP GIRDER AND BEAMS

(3) 8d

16d AT 24" O.C.

20d AT 32" O.C. AT TOP AND

BOTTOM AND STAGGERED (2) 20d

AT ENDS AND AT EACH SPLICE

(2) 16d AT EACH BEARING

6x8 TRELLIS @ 24" O.C.

25. 2x PLANKING

6x6 D.F. #1 POST

PER FRAMING PLAN

B23

S9

B23

B21

GABLE END TRUSS

B21

2x4 RIDGE

BLOCKING

(2) 2x6 POST

OVERFRAMED

CHIMNEY PER

ROOF PLAN AND

ELEVATIONS

B10

B15

2x4 RIDGE

BLOCKING

2x4 RIDGE

BLOCKING

F1

BRG. @

10'-1 1/2" A.F.F.

(2) 2x6

POST

F3

BRG. @

12'-9 1/2" A.F.F.

LUS26

F3

BRG. @

10'-9 1/2" A.F.F.

2K

2T

ST2215 BEAM TO POST

& BEAM TO WALL

2x4 RIDGE

BLOCKING

B22 B23 B12 B23

2T

2K

F1

BRG. @

10'- 1 1/8" A.F.F.

S9

B21

B23

S9

B23 B23 B21

SHADED AREA INDICATES

OVERFRAMING PER DETAIL

29 ON SHEET S3.2

S9 8'

S9 13'

CEILING JOIST SCHEDULE

THE FOLLOWING ARE THE MAXIMUM SPANS FOR JOISTS CREATING FURRED DOWN

CEILINGS. SOLID SAWN DOUGLAS FIR-LARCH #2 IS TO BE USED WITH A MAX. CEILING

DEAD LOAD OF 5 PSF. OTHER CONFIGURATIONS MUST BE VERIFIED WITH THE 2006

IRC.

ALL POSTS (2) 2x6 U.N.O.

B23

GABLE END TRUSS

S9

THESE DRAWINGS WERE PREPARED BY OTHERS

AND REVIEWED FOR CONFORMANCE WITH MY

STRUCTURAL CALCULATIONS

2x4

2x6

2x8

2x10

12'-5"

19'-6"

25'-8"

N/A

11'-3"

17'-8"

23'-0"

N/A

10'-7"

16'-7"

21'-0"

25'-8"

9'-10"

14'-10"

18'-9"

22'-11"

ROOF AND FLOOR FRAMING PLAN

SCALE: 3/16"=1'-0"

CASITA FRAMING PLAN

SCALE: 3/16"=1'-0"

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

GROUTED DOME CAP

(OR FINISH CAP

PER ELEVATIONS)

T.O WALL

PER SITE PLAN

STUCCO FINISH PER

ELEVATION NOTES

FINISH GRADE OR PATIO

PER SITE PLAN

#4 HORIZ. CONT. AT TOP IN

BOND BEAM

#4 VERT. BARS @ 48" O.C.

IN SOLID GROUTED CELLS

LAP REINF. 40 BAR DIA.

MINIMUM

9 ga JOINT REINF. EVERY

OTHER COURSE

8" CMU WALL - GROUT

WALL SOLID BELOW GRADE

FINISH GRADE OR PATIO

PER SITE PLAN

8" 8" 8"

#4 VERT. BARS @ 48" O.C.

(2) #4 HORIZ. CONT.

ALTERNATE BEND INTO

2'-0"

FOOTING AS SHOWN

CMU SITE WALL - NON RETAINING

SCALE: 3/4"=1'-0"

5/8" G.W.B. OR FINISH PER PLAN.

SEE SHEAR WALL SCHEDULE FOR

INTERIOR SHEAR WALLS

WHERE REQ'D.

SIMPSON H3 @ ALT.

STUDS TO PLATE

REFER TO

FOUNDATION PLAN

FOR SPECIAL

ANCHORAGE AT

SHEARWALLS

2 X WOOD STUDS

2 X TREATED PLATE W/ 1/2"~ EXP.

ANCHORS AT 48" O.C. AND 12" FROM

PLATE ENDS. MIN. 4 1/2" EMBED

ESR-1355 (HILTI KWIK-BOLT)

5/8" G.W..B. OR INTERIOR

FINISH PER PLAN

1/2" DIA A.B.s @ 48" O.C.

U.N.O & 12" MAX FROM PLATE

ENDS, W/ 90° BEND - CAST IN

PLACE W/ 7" MIN. EMBED & 2"

DIA WASHER

2x CONT. TREATED SILL PLATE

4" CONC. SLAB OVER 4"

A.B.C. FILL

2x6 or 2x8 WD. STUDS @ 16" O.C.

WITH SPRAY FOAM INSULATION

EXTERIOR SHEATHING PER

FRAMING NOTES

EXT. STUCCO FIN. SYSTEM OR

PER ELEVATION NOTES

26 GA GALV. WEEP SCREED W/

3 1/2" MIN. VERT. FLANGE

CONC. STEM WALL

6" THICK

#4 HORIZ. CONT. @ TOP

& BOTTOM OF STEM

CONC. STEM WALL

6" @ 2x6 WALLS

8" @ 2x8 WALLS

SEE FOUND. PLAN

FOR SIZES

CONT. CONC. FOOTING

FINISH GRADE

PER SITE PLAN

: ALL FOOTINGS

SHALL BEAR ON A MIN.

12" OF CONTROLLED

COMPACTED FILL

#5 HORIZ. CONT.

EQ.

6" EQ.

#4 VERT. BARS @ 48" O.C.

U.N.O.

ALTERNATE BEND INTO

1'-4" U.N.O.

FOOTING AS SHOWN

TYP. CONC. STEM WALL

SCALE: 3/4"=1'-0"

WOOD POST OR STUDS AS REQ'D

SEE FRAMING PLAN

HOLDOWN, WHERE OCCURS

PER PLAN

TREATED 2 X PLATE

4" CONC. SLAB ON 4" TREATED ABC

4" CONC. SLAB OVER 4"

A.B.C. FILL

#4 HORIZ. CONT. @ TOP

& BOTTOM OF STEM

CONC. STEM WALL

6" THICK @ 2x6 BRG. WALL

8" THICK @ 2x8 BRG. WALL

(2)-#4 HORIZ. BARS

EXTEND 24" PAST EACH

SIDE OF OPENING

: ALL FOOTINGS

SHALL BEAR ON A MIN.

12" OF CONTROLLED

COMPACTED FILL

EQ. 6" or 8" EQ.

#5 HORIZ. CONT.

1'-4"

TURNDOWN STEM @ DOOR

SCALE: 3/4"=1'-0"

4" CONC. SLAB ON 4"

TREATED A.B.C.

TOOLED EDGE

4" CONC. SLAB ON 4"

TREATED A.B.C.

SEE PLAN

6"

TOOLED EDGE

1/2" EXP. FILLER

CONC. PATIO SLAB

PER SITE PLAN

4" CONC. SLAB ON 4"

TREATED A.B.C.

TOOLED EDGE

EXTERIOR GRADE OR

HARDSCAPE PER SITE

PLAN

1'-4"

OR AS NOTED

ON FOUND. PLAN

4" CONC. SLAB ON 4"

TREATED ABC

(1) #4 CONT.

(2) #4s CONT. BOTTOM OF FOOTING

: ALL FOOTINGS

SHALL BEAR ON A MIN.

12" OF CONTROLLED

COMPACTED FILL

SEE FOUNDATION PLAN

FOR FOOTING SIZE

(1) #4 CONT.

SEE SPREAD FOOTING SCHEDULE ON

FOUNDATION PLAN FOR REINFORCING

: ALL FOOTINGS

SHALL BEAR ON A MIN.

12" OF CONTROLLED

COMPACTED FILL

INTERIOR BEARING FOOTING

SCALE: 3/4"=1'-0"

INTERIOR SPREAD FOOTING

TILE ROOF PER ROOF PLAN

OVER 1/2" CDX SHEATHING

NAILED PER SCHEDULE

8d BOUNDARY NAILING

@6" O.C.

GALV. METAL FLASHING

WITH DRIP EDGE

2x BLK'G WITH

(4) 10d T.N. TO PLATE

BEARING HEIGHT

SEE FRAMING PLAN

PREFAB WOOD TRUSSES

@ 24" O.C. PER FRAMING PLAN

6" STUCCO RADIUS

AT EAVES

SIMPSON H2.5 ALT. STUDS

EXTERIOR FINISH PER

ELEVATIONS OVER

3/8" O.S.B. SHEATHING

NAILED PER SCHEDULE

MIN. 2x6 STUDS @ 16" O.C.

TRUSS BRG. @ STUD WALL

SCALE: 3/4"=1'-0"

2x4 FLAT BLK'G @ 24" O.C.

W/ (2) 16d FACE NAILS

THRU TRUSS CHORD EA. END

8d @ 6" O.C.

6" STUCCO RADIUS

AT EAVES

REFER TO ELEVATIONS

2x4 BRACE @ 24" O.C.

START AT 24" TRUSS DEPTH

SIMPSON H2.5

& A34 TO EA. TRUSS

SIMPSON A34 @ 32" O.C.

TRUSS BOT. CHORD TO PLATE

EXTERIOR FINISH

PER ELEVATIONS

SCALE: NTS

1

1

GABLE END DETAIL

PLYWOOD SHEATHING

PER FRAMING PLAN

2x4 BLK'G @

EA. BRACE

W/ (2) 16d

EA. END

(3) 16d FACE

NAILS TO BLOCK

PREFAB WOOD TRUSSES

AT 24" O.C. PER FRAMING PLAN

SIMPSON A34 EA. SIDE

OF BRACE

MIN. 2x6 DOUBLE

TOP PLATE

MIN. 2x6 WOOD STUDS

@ 16" O.C.

#4 CONT. AT GARAGE

6"

6"

TOOLED EDGE

FINISH DRIVEWAY

PER PLAN

CONC. TURNDOWN DETAILS

SCALE: 3/4"=1'-0"

DECORATIVE CAP PER ELEVATIONS

INSTALL PER MANUF. SPECS.

BITUTHENE LAYER OVER

BUILDING PAPER @ PARAPET

CAP

2x DBL. PLATE

16d @ 12" O.C.

8d @ 6" O.C. E.N.

2x RIPPER

SPRAY FOAM ROOF PER

ROOF PLAN OVER

1/2" CDX SHEATHING

NAILED PER SCHEDULE

2x6 BLK'G TOP AND

BOTTOM BETWEEN

TRUSSES

PREFABRICATED

LOW SLOPING

WOOD TRUSSES

PER FRAMING PLAN

SIMPSON H2.5

& A34 TO EA. TRUSS

BEARING HEIGHT

SEE FRAMING PLAN

SIMPSON H2.5

ALT. STUDS

2x DOUBLE TOP

PLATE

2x6 WOOD STUDS

@ 16" O.C.

EXTERIOR FINISH PER

ELEVATIONS OVER

3/8" O.S.B. SHEATHING

NAILED PER SCHEDULE

TRUSS FRAMING @ PARAPET

SCALE: 3/4"=1'-0"

SHOWER RECEPTORS BUILT DIRECTLY ON GRADE SHALL MEET ALL REQUIREMENTS

OF 2012 IRC & 2012 IPC. RECEPTOR TO BE WATER TIGHT, CONSTRUCTED OF AN

APPROVED DENSE, NON-ABSORBENT, AND NON-CORROSIVE MATERIAL AND BE

PROVIDED WITH AN APPROVED WATER TIGHT FLOOR FLANGE. SHOWER CURB

MUST EXTEND A MINIMUM 3" ABOVE THE ADJACENT FINISH FLOOR BEFORE ANY

WOOD FRAMING MAY BE ERECETED. PAN REQUIRES INSPECTION TEST.

CONC. SHOWER CURB

1/4"/FOOT SLOP MIN.

1/2"/FOOT SLOPE MAX

4" CONC. SLAB

OVER 4" A.B.C.

FILL

FINISH FLOOR

PER PLAN

2x6 or 2x8 WD. STUDS @ 16"

O.C.

WITH SPRAY INSULATION

S3.1

EXTERIOR FINISH PER ELEVATIONS

FINISH GRADE OR

PATIO PER PLAN

SHOWER DRAIN

EXTERIOR STEM WALL WHERE

OCCURS - REFER TO FOUND. PLAN

RECESSED SLAB AT SHOWER

SCALE: 3/4"=1'-0"

#3 CLOSED TIES

TOP AND BOTTOM

OF STEM AROUND

#4 DOWELS

#4 DOWELS AT EA.

CORNER (4 TOTAL)

BEND INTO FOOTING

AS SHOWN

3"

CLR.

3"

CLR.

24" SQ. STEM

36" SQUARE FOOTING

FOOTING REINF.

PER FOUND. PLAN

DECO. CONC. COL. POST

SCALE: 3/4"=1'-0"

GALV. METAL

FLASHING

8d @ 6" O.C. B.N.

8d @ 6" O.C. TO BLK'G

SPRAY FOAM ROOF PER

ROOF PLAN OVER

1/2" CDX SHEATHING

NAILED PER SCHEDULE

2x RIPPER

DECORATIVE CAP PER

OWNER SELECT. INSTALL

PER

BUILDING PAPER @ PARAPET

CAP

2x DBL. PLATE

SIMPSON H3 @

ALT. STUDS

2x BLOCKING

CONT. 2x6 LEDGER W/

(2) 16d TO EA. STUD &

16d @ 6" O.C. TO BLK'G

BEARING HEIGHT

SEE FRAMING PLAN

2x4 FLAT BLK'G

@ 32" O.C.

PREFABRICATED LOW

SLOPING WOOD TRUSSES

PER FRAMING PLAN

CONT. 2x6 NAILER

WITH (2) 16d TO

EACH STUD

2x WOOD STUDS

@ 16" O.C.

EXTERIOR FINISH PER

ELEVATIONS OVER

3/8" O.S.B. SHEATHING

NAILED PER SCHEDULE

SCALE: 3/4"=1'-0"

3"

CLR.

3"

CLR.

DECO. COLUMN SURROUND

PER ELEVATIONS

6x6 D.F. #1 WOOD POST

PER FRAMING PLAN

SIMPSON CBSQ66-SDS2

COLUMN BASE

INSTALL WITH (14)

1/4" x 2" SDS SCREWS

PER MANUF. INSTRUCTIONS

ICC-ES REPORT ER-5952

2x6 WOOD STUDS

2x6 TREATED PLATE W/

(2) 1/2" DIA ANCHOR BOLTS PER SIDE.

EMBED 7" MIN WITH 2" WASHERS.

SANDSET PAVERS

OR CONC. SLAB.

@ PATIO PER SITE PLAN

6" PER PLAN 6"

#3 CLOSE TIE AROUND A.B.'s

(4) #4 SQ. PINNED IN CONC.

CONCRETE FOOTING

SEE FOUNDATION PLAN

: ALL FOOTINGS

SHALL BEAR ON A MIN.

12" OF CONTROLLED

COMPACTED FILL

FRAMED COLUMN BASE

DBL 2X TO PLATE CONT.

MIN. 3/8" A.P.A. RATED

SHEATHING. SEE SHEAR WALL

SCH. FOR CORRECT NAILING

DRAG STRUT 2X BLOCKING

STRAIGHT BETWEEN STUDS

2X CRIPPLE STUDS

HEADER OR BEAM

SEE FRAMING PLAN

SIMPSON HOLDOWN

SEE FOUNDATION PLAN

CONC. FOOTING AND STEM

SEE FOUNDATION PLAN

MIN. (2) 1/2"Ø x10"

ANCHOR BOLTS

FINISH GRADE

: SECURE HOLDOWNS

TO FULL HEIGHT DBL STUDS

VARIES

SEE FOUNDATION PLAN

SIMPSON ST-2215 (EA. FACE)

W/ 20-16d NAILS 10 NAILS IN

POST & 10 NAILS IN BEAM OVER

BLOCKING STUDS & HEADER @ EA.

END & CENTER PIER

SIMPSON CS-20x36 LONG

STRAP OVER BLOCKING STUDS

& HEADER @ EA. END & CENTER

PIER

WOOD POST PER PLAN

DBL 2X KING STUD

SHEAR CONN. @ GARAGE DOOR

SCALE: 3/4"=1'-0"

PLYWOOD SHEATHING PER

FRAMING PLAN

PREFAB WOOD TRUSS

PER FRAMING PLAN

SIMPSON H2.5 AND

A34 @ EACH TRUSS

2x DOUBLE TOP PLATE

2x STUD WALL PER PLAN

PLYWOOD EDGE NAILING PER

SCHEDULE

8d NAILS AT 4" O.C.

TYPICAL AT EDGES

SEE PLAN FOR ACTUAL

TRUSS PROFILE

3/8" PLYWOOD BLOCKING

PANELS EACH BAY WITH 2x4

BLOCKING ALL AROUND, SEE

DETAIL 20 ON THIS SHEET

16d @ 6" O.C.

SHEAR PANEL PER PLAN

INT. BRG. / SHEAR TRANS. DETAIL

SCALE: 3/4"=1'-0"

GALVANIZED METAL DRIP

EDGE AS SPECIFIED BY

WALKING DECK MEMBRANE

MANUFACTURER

2x BLK'G WITH

16d T.N. @ 8" O.C.

TO BEAM

8d @

6" O.C.

WATERPROOF ELASTOMERIC

MEMBRANE PER ROOF PLAN

PLYWOOD SHEATHING

PER FRAMING PLAN

STUCCOED ACCENT

MOULDING

WOOD TRUSSES

PER FRAMING PLAN

EXTERIOR FINISH

PER ELEVATIONS

2x4 FURRING

AS REQUIRED

SIMPSON H4 AND A34

TO EACH TRUSS

WOOD BEAM

PER FRAMING PLAN

DECK TRUSS @ BEAM

SCALE: 3/4"=1'-0"

2x4 FLAT BLK'G

@ 24" O.C.

W/ (2) 16d EA. END

8d @

6" O.C.

STUCCOED ACCENT

MOULDING

16d T.N. @ 8" O.C.

TO BEAM

EXTERIOR FINISH

PER ELEVATIONS

4"

WATERPROOF ELASTOMERIC

MEMBRANE PER ROOF PLAN

PLYWOOD SHEATHING

PER FRAMING PLAN

ROOF TRUSSES

PER FRAMING PLAN

SIMPSON A35

@ 24" O.C.

WOOD BEAM

PER FRAMING PLAN

2x4 FURRING

AS REQUIRED

DECK TRUSS PARR. TO BEAM

SCALE: 3/4"=1'-0"

2 X BLOCKING

: REFER TO FRAMING PLAN FOR

TRUSS BEARING HEIGHTS

2x WOOD STUD WALL

BOUNDARY NAILING PER SCHED.

PLYWOOD SHEATING

PER FRAMING PLAN

PREFAB WOOD TRUSSES

PER FRAMING PLAN

2x4 BLOCKING W/ 16d @ 6" O.C. TO 2

X BLOCKING

SIMPSON A35 @ EACH STUD

LEDGER PER FRAMING PLAN WITH (5)

16d TO STUD & 8" O.C. TO BLK'G

HANGER PER FRAMING PLAN

TRUSS LEDGER @ STUD WALL

SCALE: 3/4"=1'-0"

8d @ 6" O.C.

PLYWOOD SHEATHING

PER FRAMING PLAN

H3 EVERY

OTHER STUD

2x BLK'G.

1/2" CDX PLYWOOD

SHEATHING AND

BOUNDARY NAILING WITH

8d @ 6" O.C.

3/8" OSB PANEL WITH

2x4 WOOD FRAME WITH

8d NAILING @ 4" O.C.

2x6 LEDGER

W/ (2) 16d EA. STUD

& 16d @ 12" O.C. TO BLK'G

16d @ 8" O.C.

SHEAR PANEL

TO TOP PLATE

WOOD TRUSSES

@ 24" O.C.

2x4 NAILER WITH

(2) 16d TO EA. STUD

2x FIRE BLK'G.

TRUSS PARALLEL TO STUD WALL

SCALE: 3/4"=1'-0"

MIN. 2x6 CONTINUOUS

DOUBLE TOP PLATE OR BEAM

PRE-FAB WOOD TRUSSES

@ 24" O.C. (CITY APPROVED)

SIMPSON H25 @

EACH TRUSS

THESE DRAWINGS WERE PREPARED BY OTHERS

AND REVIEWED FOR CONFORMANCE WITH MY

STRUCTURAL CALCULATIONS

TRUSS BLOCKING PANELS

SCALE: 3/4"=1'-0"

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

(2) SIMPSON H2.5 @ SINGLE PLY TRUSS

(4) SIMPSON H2.5 @ OTHER TRUSSES

TRUSS TO PLATE CONNECTION

GIRDER TRUSS

PER FRAMING PLAN

GIRDER TRUSS TO POST U.N.O.

SCALE: 3/4"=1'-0"

LOW PLATE

LOW PLATE HIGH PLATE

HIGH PLATE

6x8 D.F. #1 TRELLIS BEAMS

PER FRAMING PLAN

8x10 D.F. #1 BEAM

PER FRAMING PLAN

1'-0"

6x8 TRELLIS DETAIL

SCALE: 3/4"=1'-0"

3

4

"Ø x 8" LONG C-BORED LAGS

MIN. 5" EMBED TO BEAM

2x8 LET IN LEDGER

W/ (3) 16d & A35

TO EACH STUD &

(2) 16d T.N. TO

2x BLK'G BETWEEN

STUDS

(2)

1

2

"Ø x 8" LONG

C-BORED LAGS

MIN. 6" EMBED

TO TRELLIS

2x BLOCKING

BETWEEN STUDS

8x10 D.F. #1 CROSS BEAM

PER FRAMING PLAN

1

1

2

" 1

1

2

"

INTERSECTING 6x8 TRELLIS MEMBER

CENTERED ABOVE POST

NOT SHOWN FOR CLARITY

1'-0"

6x6 D.F. #1 WOOD POST

PER FRAMING PLAN

(2)

3

4

"Ø x 12" LONG

C-BORED LAGS

MIN. 4" EMBED TO POST

8x10 CROSS BEAM TO POST

SCALE: 3/4"=1'-0"

WOOD BEAM PER FRAMING PLAN

DOUBLE TOP

PLATES

2x STUDS

SCALE: 3/4"=1'-0"

PLATE SPLICE DETAIL

SCALE: 3/4"=1'-0"

SIMPSON ST6224

FULLY NAILED W/ 16d

3x FLAT BLK'G

@ STRAP

16d @ 16" O.C.

2x DBL. TOP PLATE

SPLICES TO OCCUR

ABOVE STUD

2x WD. STUDS @ 16"

O.C.

6'-0" MIN. LAP

16d NAILS @ 4" O.C.

16d @ 16" O.C.

BEAM TO POST

SCALE: 3"=1'-0"

WOOD BEAM PER PLAN

SIMPSON CS20 STRAP W/ (10) 8d

INTO BEAM & (10) 8d INTO TOP

PLATE

2x DBL. TOP PLATE

SIMPSON CS20 STRAP W/ (8) 8d

INTO BEAM & (8) 8d INTO POST

2x WD. STUDS @ 16"

O.C.

WOOD POST PER PLAN

SIMPSON CS20 STRAP W/ (10) 8d

INTO BEAM & (10) 8d INTO TOP

PLATE

2x DBL. TOP PLATE

MIN. (6) 16d @ KING

STUD TO END OF BEAM

2x WD. STUDS @ 16"

SIMPSON EPC POST CAP

SEE FRAMING PLAN FOR POST

AND BEAM SIZES TO DETERMINE

MODEL NUMBER

WOOD POST PER FRAMING PLAN

INTO BEAM & (8) 8d INTO POST

WOOD POST PER PLAN

BEAM CONNECTION DETAILS

SCALE: 3/4"=1'-0"

ROOF SHEATHING PER

STRUCTURAL

8d NAILS @ 6" O.C.

PREFAB TRUSSES PER

FRAMING PLAN

4-16d NAILS @ EACH

BLOCK INTO DOUBLE

TOP PLATE

2X6 FLAT BLOCKING

@ 16" O.C. W/

SIMP. Z2 CLIPS EA. END

FINISH PER SPEC'S

MAINTAIN 1/2" CLEAR

BETWEEN FLAT BLOCKING

& TOP PLATE IF BLOCKING

INSTALLED PRIOR TO

STACKING ROOF LOAD

2x WOOD STUDS @

16" O.C. - U.N.O.

SHEAR PANEL PER

SCHEDULE

FINISH PER SPEC'S

U.N.O.

SHEAR TRANSFER @ ROOF TRUSS

SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"

PREFAB WOOD TRUSSES

PER FRAMING PLAN

2x4 BLK'G @ 48" O.C.

W/ (2) 8d NAILS EA. END

SIMPSON DTC SLOTTED

TRUSS CLIP TO EA. TRUSS

OR BLOCK

1/4" GAP AFTER ROOF

DEAD LOAD HAS

BEEN APPLIED

FRONT VIEW

SIDE VIEW

NAIL EACH SIDE WITH:

(2) ROWS OF 16d NAILS @ 12" O.C. FOR DEPTH OF 12" OR

LESS

(3) ROWS OF 16d NAILS @ 12" O.C. FOR DEPTH OF MORE

THAN 12"

USE 20d NAILS PER ABOVE SCHEDULE FOR MICRO-LAM BEAMS

1/2" M.B. @ 18" O.C. STAGGERED

TYP. BUILT-UP BEAMS & POSTS

SCALE: 1 1/2"=1'-0"

WOOD BEAM PER PLAN

SIMPSON CS20 STRAP W/ (10) 8d

INTO BEAM & (10) 8d INTO TOP

PLATE

2x DBL. TOP PLATE

SIMPSON CS20 STRAP W/ (4) 8d

INTO TOP OF BEAM & (10) 8d INTO

POST

WOOD POST PER PLAN

KEY NOTES:

1. TOP CHORD OF TRUSS

2. (2) 16d NAIL TOP AND BOTTOM

3. 2x4 POST TYP.

4. 2x4 RAFTERS OVER-FRAME

@ 24" O.C.

5. 2x6 RIDGE BOARD CONT.

6. ROOF SHEATHING MAY BE

OMMITED IN SHADED AREAS BELOW

FRAMING FOR VENTILATION.

TYPICAL OVERFRAMING DETAIL

SCALE: NTS

2x BLK'G BETWEEN

TRUSSES WITH

(3) 16d T.N. TO PLATE

5/8" T&G PLANKING

2x4 EDGE BOARD

8d @ 6" O.C.

4'-0

"

PLYWOOD SHEATHING

PER FRAMING PLAN

2x6 BLK'G BETWEEN

TRUSSES W/ (4) 16d

FACE NAILS TO 4x8

WOOD BEAM PER PLAN

SIMPSON CS20 STRAP W/ (10) 8d

INTO TOP PLATE EA. SIDE OF BEAM

POCKET

2x DBL. TOP PLATE

4x8 DECO. RAFTER

TAILS WHERE OCCUR

PER ELEVATIONS

SEE DETAIL '35' ON

SHEET S3.2

EXTERIOR FINISH

PER ELEVATIONS

1'-6"

PREFAB WOOD TRUSSES

AT 24" O.C. PER FRAMING PLAN

SIMPSON H4 AND A34

TO EACH TRUSS

DOUBLE TOP

PLATE

2x6 WOOD STUDS

@ 16" O.C.

MIN. (6) 16d @ KING

STUD TO BEAM, BOTH

BEAM CONNECTION DETAILS

SCALE: NTS

TRUSS BRG. @ FRAMED WALL

SCALE: 3/4"=1'-0"

2x CRIPPLE STUDS

H2.5 TOP & BOTTOM

@ ALT. STUDS

2x DBL. TOP PLATE

2x DBL. STUDS FULL

HGHT.

PROVIDE 3 STUDS AT

OPENING GREATER THAN

8'-0"

(4)-16d NAILS TO

HEADER

6d NAILS @ 24" O.C.

STAGGERED AT VERT.

STUDS

SIMPSON CS16 X 24" TIE

STRAP EA. SIDE OF

HEADER

2x DBL. STUD OR

WOOD POST PER PLAN

WOOD HEADER DETAIL

SCALE: 3/4"=1'-0"

3

1

2

"

2"

5

3

8

"

3

R3

"

8

4x8 RAFTER TAIL END PROFILE

SCALE: 1 1/2"=1'-0"

1 1/8" WOOD SUBFLOOR

NAILED PER SCHEDULE

TJI FLOOR JOISTS

PER FRAMING PLAN

MIN. 2x6 WOOD STUDS

@ 16" O.C.

(2) 16d TO EA. JOIST &

16d @ 12" O.C. TO RIM

BOARD SOLE PLATE TO FLOOR

8d NAIL EA. SIDE OF

JOIST WEB, BOT. FLANGE

TO PLATE - DRIVE NAIL AT

AN ANGLE AT LEAST

1 1/2" FROM JOIST END

BEARING HEIGHT

SEE FRAMING PLAN

A34 & H3 TOP PLATE

TO EA. TJI

CONT. 1 1/4"RIM BOARD PER JOIST

MANUF. W/ 10d @ 6" O.C. T.N. TO

PLATE & 10d TO TOP AND

BOTTOM FLANGE EA. JOIST

DOUBLE TOP

PLATE

MIN. 2x6 WOOD

STUDS @ 16" O.C.

EXTERIOR FINISH PER

ELEVATIONS OVER

3/8" O.S.B. SHEATHING

NAILED PER SCHEDULE

TJI FLOOR FRM'G @ STUD WALL

SCALE: 3/4"=1'-0"

WOOD TRUSSES

PER FRAMING PLAN

1/2"Ø LAG

MIN. 6" EMBED TO BEAM

2x6 FLAT BLK'G W/

(2) 16d THRU TRUSS

CHORD EA. END

32" O.C. MAX. SPACING

16" MAX. FROM ALL

BEAM ENDS AND SPLICES

FINISH CEILING PER RCP

DECO. BEAM OR

RAFTER PER RCP

DECO. BEAM/RAFTER CONN.

PARRALLEL TO TRUSS

SCALE: 1"=1'-0"

32" O.C. MAX.

16" MAX. FROM

ENDS & SPLICES

WOOD TRUSSES

PER FRAMING PLAN

1/2"Ø LAG SCREWS

MIN. 4" EMBED TO BEAM

MIN. (2) LAGS PER BLOCK

AS SHOWN, 32" O.C. MAX.

16" MAX. FROM BEAM

ENDS & SPLICES

2x6 FLAT BLK'G EVERY OTHER

TRUSS BAY W/ (2) 16d THRU

TRUSS CHORD EA. END

FINISH CEILING PER RCP

DECO. BEAM PER RCP

DECO. BEAM/RAFTER CONN.

PERPENDICULAR TO TRUSS

SCALE: 1"=1'-0"

THESE DRAWINGS WERE PREPARED BY OTHERS

AND REVIEWED FOR CONFORMANCE WITH MY

STRUCTURAL CALCULATIONS

PROJECT NO.

14-071

DATE

09.15.14

REVISIONS

CITY COMMENTS

OCT. 10, 2014

SHEET NO.

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