EXHIBIT C - SAMPLE FLOOR PLANS W SAFE ROOMS (1).pdf

01 ROOF PLAN (STANDARD) 02 FLOOR PLAN (STANDARD)

OPTION 1 OPTION 1

*SEE FLOOR PLAN FOR KITCHEN

AND LAUNDRY ROOM VENTING

NOTE: ALL WINDOWS AND DOORS TO HAVE A STC RATING OF 40 OR HIGHER

D

W

WH

5:12

SLOPE

5:12

SLOPE

5:12

SLOPE

5:12

SLOPE

5:

S

LO

PE

1'-4" TYP.

EXHAUST VENT W/

DAMPER & CAP

SQUARE FOOTAGE CALCULATIONS

LOCATION SQUARE FOOTAGE REMARKS

FLOOR PLAN 800 SQFT

FRONT PORCH 100 SQFT

REAR PORCH 25 SQFT

WINDOW SCHEDULE

MARK QUANTITY DESCRIPTIONS REMARKS

A 3 3'-0" X 5'-0" SINGLE HUNG

B 2 3'-0" X 3'-0" SINGLE HUNG

DOOR SCHEDULE

MARK QTY DESCRIPTIONS REMARKS

01 2 3'-0" X 6'-8" EXTERIOR WITH PEEPHOLE

02 4 3'-0" X 6'-8" INTERIOR

03 1 2'-6" X 6'-8" INTERIOR

04 2 (2) 2'-0" X 6'-8" DOUBLE DOORS

05 3 3'-0" X 6'-8" VENTED

06 1 2'-8" X 6'-8" INTERIOR

07 1 22" X 30" ATTIC ACCESS 350 POUND LADDER RATING

08 1 3'-0" X 6'-8" EXTERIOR

6'-10"2'-0"5'-2"

3'-4 1/2"5'-3"6'-2"5'-3"3'-4 1/2" 23'-5"

AA

5'-2"

FRONT

PORCH

100 S.F.

4'-3"

4' -9

'-1

0"

B

'-3

/2

5'

-6

/2

KITCHEN

103 S.F.

9' CLG.

SI

N

K D

W

R

AN

G E

R

EF

05A/C

AT

TI

C

AC

C

ES

S07

PA

N

TR

Y

3' -1

0"

3'-8"

4' -4

2' -3

6'

-5

3' -0

2'

-4

9' -8

6'-4"5'-4"

BATH

64 S.F.

9' CLG.

LIVING ROOM

126 S.F.

9' CLG.

CLO. 7 S.F.

BEDROOM 1

111 S.F.

9' CLG.

4'-4"3'-4"4'-0"

2X8 WALL

CLO. 11 S.F.

2X6 WALL

5'-3" 2'-5"

NOTE: ALL CABINET

DIMENSIONS ARE TO

BE FIELD VERIFIED

AND ARE THE

RESPONSIBILITY OF

THE CONTRACTOR

11'-8"4'-6"2'-0 1/2"

'-2

6' -0

'-6

BEDROOM 2

112 S.F.

9' CLG.

LAUNDRY

18 S.F.

9' CLG.

3' -1

0"

REAR

PORCH

25 S.F.

A

5'-2 1/2"

5'-7"

3' -1

0" 6'

-6

B

3' -3

/2

3'

-1

/2

5:12

SLOPE

5:12

SLOPE

6'-1"

DINNER

46 S.F.

9' CLG.

4'-3 1/2" 4'-1 1/2"

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

1/4" = 1'-0"

A-1.00

NEBULA

FLOOR PLAN - ROOF PLAN

OPTION 1 (STANDARD)

DAS

NOTES

1. WHEN REQUIRED SEE SHEET C-1.00 FOR LAYOUT

AND LOCATION OF RAMP AND STAIRS

2. WHEN REQUIRED SEE SHEET SD-4.00 FOR RAMP

AND STAIR DETAILS

3. ROOF OVERHANG SHALL BE A MINIMUM OF 18

INCHES (INCLUDING GUTTERS) BEYOND THE

OUTTER MOST PORTION IF ANY EXTERIOR

VENEER. CONTRACTOR TO ADJUST RAFTER

TAILS AS REQUIRED.

4. WINDOWS USED FOR EGRESS SHALL HAVE A NET

CLEAR OPENING OF NOT LESS THAN 5.7 S.F.

WITH A MINIMUM HEIGHT OF 24" AND A MINIMUM

WIDTH OF 20" PER THE INTERNATIONAL

RESIDENTIAL CODE.

5. PLAIN HALF-ROUND 6" WIDE AND 4" DIAMETER

DOWNSPOUT, MINIMUM 22-GAUGE GALVANIZED

STEEL, PREFINISHED. OR STANDARD K-STYLE 6"

WIDE AND 3"X4" DOWNSPOUT, MINIMUM

22-GAUGE GALVANIZED STEEL, PREFINISHED.

6. ALL DOWNSPOUTS TO HAVE SPLASH BLOCK.

7. SMART VENT (1540-510) FLOOD VENTS ARE

REQUIRED WHEN ENCLOSED SPACE IS BELOW

B.F.E. IN AN "A" FLOOD ZONE.

8. FEMA APPROVED BREAKAWAY WALLS OR

LOUVERS ARE REQUIRED WHEN ENCLOSED

SPACE IS BELOW B.F.E. IN A "V" FLOOD ZONE.

9. ALL MATERIALS BELOW BFE AND/OR DFE SHALL

BE FLOOD RESISTANT MATERIAL INCLUDING, BUT

NOT LIMITED TO TREATED FRAMING MATERIAL.

SEE FEMA TECHNICAL BULLETIN 2, FLOOD

DAMAGE RESISTANT MATERIALS REQUIREMENTS

(2008).

10. RAIN DIVERTER STRIP IS REQUIRED OVER A/C

UNIT AND ENTRANCES.

THE ATTIC ACCESS IS REQUIRED TO BE A MINIMUM

OF 22”X30”, ASSUMING THAT NO EQUIPMENT WILL BE

INSTALLED IN THE ATTIC SPACE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

CONFIRM SITE SPECIFIC REQUIREMENTS.”

11. SEE STRUCTURAL FOUNDATION PLAN FOR

FLATWORK DIMENSIONS.

12. SEE SITE PLAN SHEET C-1.00 FOR EXTERIOR A/C

LOCATION.

ATTIC VENTILATION CALCULATION

AREA SQUARE FOOTAGE

TOTAL AREA 989 S.F.

TOTAL REQUIRED VENTED AREA (1/150) 6.59 S.F.

REQUIRED RIDGE (HIP) VENTILATION 3.29

REQUIRED SOFFIT VENTILATION 3.29

9' -0

A A

PLATE HEIGHT 2'

-3

2'

-1 0"

APPROX. HEIGHT

APPROX. HEIGHT

9' -0

PLATE HEIGHT

5' -1

APPROX. HEIGHT

9' -0

PLATE HEIGHT

5' -1

APPROX. HEIGHT

9' -0

PLATE HEIGHT

5' -1

APPROX. HEIGHT

01 FRONT ELEVATION (STANDARD)

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

02 LEFT ELEVATION (STANDARD)

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

03 REAR ELEVATION (STANDARD)

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

04 RIGHT ELEVATION (STANDARD)

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

POST

FIBER

CEMENT

SIDING

TRIM

RIDGE VENT

30-YEAR

ARCHITECTURAL

SHINGLE

RIDGE VENT

30-YEAR

ARCHITECTURAL

SHINGLE

FIBER

CEMENT

SIDING

TRIM

TRIM

FIBER

CEMENT

SIDING

FIBER

CEMENT

SIDING

TRIM

POST

B

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

NATURAL GRADE

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

BA

F.F.E. = +6" A.G. MIN.

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

1/4" = 1'-0"

A-2.00

NEBULA

EXTERIOR ELEVATIONS

OPTION 1 (STANDARD)

DAS

NOTES

1. WHEN REQUIRED SEE SHEET C-1.00 FOR LAYOUT

AND LOCATION OF RAMP AND STAIRS

2. WHEN REQUIRED SEE SHEET SD-4.00 FOR RAMP

AND STAIR DETAILS

3. ROOF OVERHANG SHALL BE A MINIMUM OF 18

INCHES (INCLUDING GUTTERS) BEYOND THE

OUTTER MOST PORTION IF ANY EXTERIOR

VENEER. CONTRACTOR TO ADJUST RAFTER

TAILS AS REQUIRED.

4. WINDOWS USED FOR EGRESS SHALL HAVE A NET

CLEAR OPENING OF NOT LESS THAN 5.7 S.F.

WITH A MINIMUM HEIGHT OF 24" AND A MINIMUM

WIDTH OF 20" PER THE INTERNATIONAL

RESIDENTIAL CODE.

5. PLAIN HALF-ROUND 6" WIDE AND 4" DIAMETER

DOWNSPOUT, MINIMUM 22-GAUGE GALVANIZED

STEEL, PREFINISHED. OR STANDARD K-STYLE 6"

WIDE AND 3"X4" DOWNSPOUT, MINIMUM

22-GAUGE GALVANIZED STEEL, PREFINISHED.

6. ALL DOWNSPOUTS TO HAVE SPLASH BLOCK.

7. SMART VENT (1540-510) FLOOD VENTS ARE

REQUIRED WHEN ENCLOSED SPACE IS BELOW

B.F.E. IN AN "A" FLOOD ZONE.

8. FEMA APPROVED BREAKAWAY WALLS OR

LOUVERS ARE REQUIRED WHEN ENCLOSED

SPACE IS BELOW B.F.E. IN A "V" FLOOD ZONE.

9. ALL MATERIALS BELOW BFE AND/OR DFE SHALL

BE FLOOD RESISTANT MATERIAL INCLUDING, BUT

NOT LIMITED TO TREATED FRAMING MATERIAL.

SEE FEMA TECHNICAL BULLETIN 2, FLOOD

DAMAGE RESISTANT MATERIALS REQUIREMENTS

(2008).

10. RAIN DIVERTER STRIP IS REQUIRED OVER A/C

UNIT AND ENTRANCES.

THE ATTIC ACCESS IS REQUIRED TO BE A MINIMUM

OF 22”X30”, ASSUMING THAT NO EQUIPMENT WILL BE

INSTALLED IN THE ATTIC SPACE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

CONFIRM SITE SPECIFIC REQUIREMENTS.”

11. SEE STRUCTURAL FOUNDATION PLAN FOR

FLATWORK DIMENSIONS.

03 ELECTRICAL PLAN (STANDARD)

ALL OPTIONS

03 WINDOW FLNEBULAING DETAIL

ALL OPTIONS

NOTE: WHEN GAS DRYER IS USED, A DEDICATED 240-VOLD BRANCH

CIRCUIT WITHIN 3 FEET OF THE DRYER IS TO BE USED. THIS CIRCUIT

SHALL HAVE A MINIMUM 30 AMP RATING. WHEN GAS RANGE IS USED, A

DEDICATED 240-VOLD BRANCH CIRCUIT IS TO BE USED. THIS CIRCUIT

SHALL HAVE A MINIMUM 50 AMP RATING. THE MAIN ELECTRICAL SERVICE

SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A

DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE

PERMANENTLY MARKED "FOR FUTURE 240V USE".

EF

CD

OD OD

GFI 220V

GFI 72" AFF

W/P GFI

GFI 18" AFF

(FOOD DISPOSAL)

GFI 18" AFF

(DISHWNEBULAER)

GFI 42" AFF

CD

SD

SD

GFI 42" AFF

BREAKER

BOX 48" AFF GFI

220V

GFI

OD

GFI 48" AFF

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

NEBULA

ELECTRICAL PLAN AND SECTIONS

ALL OPTIONS (STANDARD)

N.T.S.

A-3.00

DAS

LEGEND

CEILING FAN W/ LIGHT KIT

SURFACE MOUNTED LIGHT FIXTURE

55 CFM EXHAUST FAN / LIGHT

OUTDOOR SCONCE

SWITCH

STANDARD AFCI RECEPTACLE

220V RECEPTACLE

RECEPTACLE WITH GROUND FAULT

INTERCEPT

WATERPROOF WITH GROUND FAULT

INTERCEPT

OVERHEAD RECEPTACLE

RECESSED CAN LIGHT

SMOKE DETECTOR

COMBO SMOKE / CARBON MONOXIDE

DETECTOR

CHANDELIER

TV / PHONE JACK

HOT / COLD WATER SUPPLY

HOSE BIB

EXHAUST VENT

EF

OD

HB

WP

GFCI

OH

GFCI

SD

CD

NOTES

1. MAIN PANEL TO HAVE A MAIN

BREAKER/DISCONNECT AND SURGE

PROTECTOR

2. 110V RECEPTACLE TO BE WITHIN 25' OF

EXTERIOR AIR COMPRESSOR

PROVIDE ONE 110V, WEATHER PROTECTED GFCI OUTLET

WITHIN 25' OF OUTSIDE HEATING/COOLING EQUIPMENT.

PLUMBING LEGEND

3" MAIN SANITARY LINE, PROVIDE CLEAN OUT AT

EXTERIOR OF HOUSE

2" VENT PIPE

3" SANITARY TO TOILET

2" SANITARY AT SINK AND SHOWER

3" SANITARY AT WNEBULAER

4" SANITARY FROM CITY TO HOUSE

WNEBULAER & SINK RISER DETAILS

02 PLUMBING PLAN (STANDARD)

ALL OPTIONS

01 PLUMBING PLAN (STANDARD)

ALL OPTIONS

NOT TO SCALE

CLEAN OUT

CONNECT TO CITY FIELD

VERIFY

6WYE CLEAN OUT 3' FROM

PROPERTY LINE

2"Ø HW DW

2"Ø CW DW

2"Ø HW DW

2"Ø CW DW

2"Ø HW DW

2"Ø CW DW

2"Ø CW DW

2"Ø HW DW

2"Ø CW DW

2"Ø CW DW

HB

4"Ø CW

4"Ø CW

4"Ø CW

4"Ø CW

4"Ø CW

4"Ø CW

4"Ø HW DW

4"Ø HW DW

4"Ø HW DW

4"Ø HW DW

4"Ø HW DW

4"Ø UNIT SUPPLY,

FIELD VERIFY LOCATION

& DIAMETER

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

A-4.00

NEBULA

PLUMBING PLAN

(STANDARD)

DAS

LEGEND

NOTES

1. THIS DRAWING IS INTENDED FOR

USE AS A RECOMMENDED

LAYOUT. THE GENERAL

CONTRACTOR IS RESPONSIBLE

FOR MEETING WITH APPLICABLE

CODE.

2. EXHAUST FANS SHALL VENT

DIRECTLY TO THE OUTSIDE AND

BE LOCATED IN ACCORDANCE

WITH SECTIONS R303.5.1 AND

R303.5.2 OF THE INTERNATIONAL

RESIDENTIAL CODE.

3. ALL HOSE CONNECTIONS SHALL

BE EQUIPPED WITH

NON-REMOVABLE BACK FLOW

PREVENTERS PER IRC 603.3.3.

4. CLEANOUT REQUIRED ABOVE

FLOOR LEVEL OF LOWEST FLOOR

OF BUILDING FOR KITCHEN SINK.

AND IS TO BE ON THE OUTSIDE

WALL.

5. MINIMUM 30" X 22" RETURN AIR

GRILLE.

6. MECHANICAL DRAIN LINES

CANNOT CONNECT TO PLUMBING

SYSTEM.

HOSE BIB

EXHAUST VENT

HB

03 HVAC PLAN (STANDARD)

AIR HANDLER

IN ATTIC

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

A-5.00

NEBULA

HVAC PLAN

(STANDARD)

DAS

EXHAUST FAN

SUPPLY AIR REGISTER

FLEX DUCT (R-8 MIN.)

RECTANGULAR DUCT (R-8 MIN.)

LEGEND

NOTES

1. THIS DRAWING IS INTENDED FOR

USE AS A RECOMMENDED

LAYOUT. THE GENERAL

CONTRACTOR IS RESPONSIBLE

FOR MEETING WITH APPLICABLE

CODE.

2. EXHAUST FANS SHALL VENT

DIRECTLY TO THE OUTSIDE AND

BE LOCATED IN ACCORDANCE

WITH SECTIONS R303.5.1 AND

R303.5.2 OF THE INTERNATIONAL

RESIDENTIAL CODE.

3. ALL HOSE CONNECTIONS SHALL

BE EQUIPPED WITH

NON-REMOVABLE BACK FLOW

PREVENTERS PER IRC 603.3.3.

4. CLEANOUT REQUIRED ABOVE

FLOOR LEVEL OF LOWEST FLOOR

OF BUILDING FOR KITCHEN SINK.

AND IS TO BE ON THE OUTSIDE

WALL.

5. MINIMUM 30" X 22" RETURN AIR

GRILLE.

6. MECHANICAL DRAIN LINES

CANNOT CONNECT TO PLUMBING

SYSTEM.

A F-1.00

4" THK. 3000 P.S.I. CONC. SLAB

W/ 6X6 #10 W.W.M. OVER

TREATED, COMPACTED FILL W/

10 MIL. VAPOR BARRIER @

INTERIOR LOCATIONS (U.N.O.)

HUB DRAIN

4' -2

/4

11'-9 1/2"

10'-6"

7' -3

/2

6'-1"

2'-0 1/4"

3'-0"

'-4

/4

"19 '-1

1/

2"

'-2

/4

A F-

1.

SL

O

PE

0" D

R O

P

0' -3

6' -3

'-2

'-1

8'-8 1/2"

'-1

1/

2"

HUB DRAIN0'-3"

A F-1.00

A F-

1.

SL

O

PE

3'-4 1/2" 5'-6" 6'-2" 5'-0" 3'-7 1/2"

0'-3"

A F-1.00

'-2

6'

-3

4'-8" 11'-8 1/2"

SL

O

PE

6X6 POST TO FND

WITH ABU66Z

POST BASE

F-1.00

23'-8"

0' -3

5' -0

5'-0" 7'-0 1/2"

0'-3"

'-5

'-5

ATTIC ACCESS

THIS DWG.

CORNER PORCH

POST DETAIL (TYP.)

02/SD-1.00

BEAM POCKET

(TYP. 2 PLCS.)

(2 )2

X1

D R

O P

BE

AM

(2 )2

X1

D R

O P

BE

AM

3'-4 1/2"5'-3"3'-4 1/2" 6'-2" 5'-3"

8'-5" 3'-4" 11'-8"

23'-5"

6' -0

'-1 0"

3' -1

0" 6'

-6

'-2

9' -4

6'

-0

2' -4

3'

-0

6' -3

2'

-5

'-1

0"

(2)2X10 DROP BEAM

4'-6"

(2)2X10 DROP

BEAM

(2 )2

X1

D R

O P

BE

AM

4' -9

(2 )2

X1

D R

O P

BE

AM

LEGEND

NOTES

CEILING FRAMING:

1. ALL CEILING JOISTS SHALL BE 2X6 16" O.C.

(U.N.O.)

2. ATTIC ACCESS SHALL BE NO LESS THAN

350LB CAPACITY FOLDING STAIR SYSTEM.

X

XX

---- DETAIL

---- PAGE #

FRAMING:

1. ALL STUDS, FLOOR JOISTS, RAFTERS, TRUSS,

ETC. SHALL VERTICALLY ALIGN AND BEAR

DIRECTLY ON EACH OTHER.

FULL HEIGHT BLOCKING

TYPICAL STRONG BACK SEE

DETL. #3 ON DWG. SD-2.00

PONY WALL EXTENDED

TO ROOF DIAPHRAGM

CONCRETE HOLD-DOWNS:

1. SEE DRAWING S-2.00 FOR TYPE OF

HOLD-DOWN REQUIRED.

2. SEE DRAWING F-1.00 FOR HOLD-DOWN

INSTALLATION DETAIL. (REFER TO

MANUFACTURERS INSTALLATION

INSTRUCTIONS FOR ADDITIONAL REQ'S.)

HEADER FRAMING:

1. REFER TO DETAIL 1 ON SD-1.00 FOR ALL

HEADER REQUIREMENTS. (U.N.O.)

2. POCKET DOOR HEADERS SHALL SPAN THE

OPENING & THE DOOR CAVITY (TYPICAL)

STUD PACK FRAMING:

1. (4) 2X STUD PACK UNDER EACH END OF 2X

SOLID SAWN BEAM.

2. (6) 2X STUD PACK UNDER EACH END OF

GLULAM BEAM. (SEE PLAN FOR BEAM SIZE)

3000Fb ANTHONY POWER BEAM

(SEE PLAN FOR SIZE)

FOUNDATION:

1. WALLS SHOWN FOR CLARITY ONLY.

R401.1 GEOTECHNICAL EVALUATIONS - In lieu of a complete geotechincal evaluation, the load-bearing values in table R401.4.1 shall be assumed.

R401.4.1

CLASS OF MATERIAL LOAD BEARING PRESSURE

(POUNDS PER SQ. FT.)

CLAY, SANDY CLAY, SILTY CLAY,

1500CAYEY SILT, SILT AND SANDY SILT

(CL, ML, MH, & CH)

OUTER BEAM

SHALL BE NOTCHED

& BOLTED TO POST

(2) 5 8"Ø BOLTS PER

BEAM (TYP.)

PORCH POST

PER PLAN

INNER BEAM TO POST W/

CONCEALED HANGER

(SEE SCHEDULE)

N.T.S.

SECTION Z-Z

Z

Z

INNER BEAM TO POST

W/ CONCEALED HANGER

(SEE SCHEDULE)

OUTER BEAM

SHALL BE NOTCHED

& BOLTED TO POST

(2) 5 8"Ø BOLTS PER

BEAM (TYP.)

PORCH POST

PER PLAN

N.T.S.

CORNER PORCH POST DETAIL

2"

2"

FOUNDATION & CEILING JOIST PLANS

ALL OPTIONS (STANDARD)

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

4"=1'-0"

AW

HANGER SCHEDULE

MARK MEMBER SIZE MODEL NUMBER

1 2X6 LUS26 OR LUC26Z CONCEALED

(2) 2X6 LUS26-2 OR HUC26-2 CONCEALED

5 2X10 LUS210 OR LUC210Z CONCEALED

(2) 2X10 HUS210-2 OR HUC210-2 CONCEALED

4 (2) 2X8 LUS28-2 OR HUC28-2 CONCEALED

SOME MODELS MAY NOT BE USED

(SEE FRAMING PLAN FOR LOCATION)

2X8 LUS28 OR LUC28Z CONCEALED

2X12 HUS210 OR LUC210Z CONCEALED7

FOUNDATION PLAN (STANDARD)

ALL OPTIONS

CEILING JOIST PLAN (STANDARD)

S-1.00

RAKE EDGE

RAKE EDGE

R

ID

G E

5:125:12

CEILING FORMED BY

PRE-ENGINEERED

ROOF TRUSS

(DESIGNED BY OTHER)

5:12 5:12

R

ID

G E

1 1

1 1

SW3

SW

1SW

SW4

LEGEND

FRAMING:

1. ALL STUDS, FLOOR JOISTS, RAFTERS, TRUSS,

ETC. SHALL VERTICALLY ALIGN AND BEAR

DIRECTLY ON EACH OTHER.

ROOF FRAMING:

1. ROOF DECKING: 15

32" APA RATED PLYWOOD OR

7/16" APA RATED OSB, 0.113 x 2-3/8" RING SHANK

NAILS, 4" AROUND PERIMETER OF DIAPHRAGM. 4"

EDGE & 4" FIELD NAIL PATTERN.

2. RIDGES TO BE 2x10 (UNO)

3. ALL HIPS TO BE 2x8 (UNO)

4. ALL RAFTERS TO BE 2x6 16"O.C. (UNO)

5. RAFTER TAILS SHALL BE A CONTINUOUS

MEMBER EXTENDING FROM RAFTER (NO SPLICE)

6. ALL SHINGLES SHALL BE 30 YEAR W/ ASTM D7158

CLASS H WITH 6 NAIL PER SHINGLE.

BRACE POINT

BW - BRACE TO WALL

BS - BRACE TO STRONGBACK

BB - BRACE TO BEAM

SHEAR WALLS:

STHD14 W/ (30) 16D SINKER NAILS IN STUD

PACK PER MANUFACTURERS

INSTRUCTIONS

OR

HDU5-SDS2.5 USE (14) 14"X21

2"SDS SCREWS

PER MANUFACTURERS INSTRUCTIONS

ALL SHEARWALLS SHALL EXTEND TO ROOF

DIAPHRAGM OR NEXT FLOOR DIAPHRAGM.

HOLD-DOWNS:

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 6"

PERIMETER AND W/6" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW1

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 3"

PERIMETER AND W/3" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW3

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 4"

PERIMETER AND W/4" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW4

HDU8-SDS2.5 USE (20) 14"X21

2"SDS SCREWS

PER MANUFACTURERS INSTRUCTIONS

NOTES

4"=1'-0"

AW

RAFTER & SHEARWALL PLAN

##################### (STANDARD)

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

RAFTER PLAN (STANDARD)

SHEARWALL & HOLD-DOWN PLAN (STANDARD)

S-2.00

01 ROOF PLAN (STANDARD) 02 FLOOR PLAN (STANDARD)

OPTION 1 OPTION 1

SLOPE

5:12

SLOPE

5:12

EXHAUST

VENT WITH

DAMPER AND

CAP

SQUARE FOOTAGE CALCULATIONS

LOCATION SQUARE FOOTAGE REMARKS

FLOOR PLAN 899 S.F.

COVERED

PORCH 47 S.F.

REAR PATIO 47 S.F.

*SEE FLOOR PLAN FOR KITCHEN

AND LAUNDRY ROOM VENTING

WINDOW SCHEDULE

MARK QTY. DESCRIPTIONS REMARKS

A 4 3'-0" X 5'-0" SINGLE HUNG

B 1 3'-0" X 3'-0" SINGLE HUNG

DOOR SCHEDULE

MARK QTY DESCRIPTIONS REMARKS

01 1 3'-0" X 6'-8" EXTERIOR WITH PEEPHOLE

02 1 3'-0" X 6'-8" EXTERIOR DOOR

03 6 3'-0" X 6'-8" INTERIOR

04 2 (2) 2'-0" X 6'-8" DOUBLE DOORS

05 1 2'-6" X 6'-8" INTERIOR

06 1 2'-8" X 6'-8' VENTED

07 1 22" X 30" MIN. ATTIC ACCESS 350 POUND LADDER RATING

NOTE: ALL CABINET

DIMENSIONS ARE TO

BE FIELD VERIFIED

AND ARE THE

RESPONSIBILITY OF

THE CONTRACTOR

R

EF

LAUNDRY

56 S.F.

9' CLG.

W

D

COVERED

PORCH

47 S.F.

WH

BEDROOM 1

104 S.F.

9' CLG.

BATHROOM

64 S.F.

9' CLG.

SI

N

K D

W

PA

N

TR

Y

LIVING/DINING

ROOM

120 S.F.

9' CLG.

KITCHEN

113 S.F.

9' CLG.

CLO. 12 S.F.

R

AN

G E

TO

VE

N T

TH

R

O U

G H

R O

O F

NOTE: ALL WINDOWS AND DOORS TO HAVE A STC RATING OF 40 OR HIGHER

A

A

A

A

B

BEDROOM 2

112 S.F.

9' CLG.

BEDROOM 3

112 S.F.

9' CLG.

6'-3"5'-11"2'-0"4'-11 1/2"3'-11 1/2" 12'-2"10'-11"

23'-1"

5' -0

5'

-4

'-4

2'

-0

2' -0

'-2

3' -0

6'

-6

2' -2

'-6

6'-3"5'-11"5'-0"5'-11" 12'-2"10'-11"

'-8

'-9

/2

8'

-6

/2

'-4

4'

-0

7' -0

'-5

3'-2"

4' -4

3'

-0

A/C

CLO. 12 S.F.

CLO. 7 S.F.

03 03

REAR

PORCH

47 S.F.

4'-0"

4' -2

6' -2

4'-4"

7'-8"

5'-3" 2'-5"

4'-4"3'-4"

SLOPE

5:12

SEE NOTE 3

4'-0"2'-6" Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

1/4" = 1'-0"

A-1.00

HUBBLE

FLOOR PLAN - ROOF PLAN

OPTION 1 (STANDARD)

DAS

NOTES

1. WHEN REQUIRED SEE SHEET C-1.00 FOR LAYOUT

AND LOCATION OF RAMP AND STAIRS

2. WHEN REQUIRED SEE SHEET SD-4.00 FOR RAMP

AND STAIR DETAILS

3. ROOF OVERHANG SHALL BE A MINIMUM OF 18

INCHES (INCLUDING GUTTERS) BEYOND THE

OUTTER MOST PORTION IF ANY EXTERIOR

VENEER. CONTRACTOR TO ADJUST RAFTER

TAILS AS REQUIRED.

4. WINDOWS USED FOR EGRESS SHALL HAVE A NET

CLEAR OPENING OF NOT LESS THAN 5.7 S.F.

WITH A MINIMUM HEIGHT OF 24" AND A MINIMUM

WIDTH OF 20" PER THE INTERNATIONAL

RESIDENTIAL CODE.

5. PLAIN HALF-ROUND 6" WIDE AND 4" DIAMETER

DOWNSPOUT, MINIMUM 22-GAUGE GALVANIZED

STEEL, PREFINISHED. OR STANDARD K-STYLE 6"

WIDE AND 3"X4" DOWNSPOUT, MINIMUM

22-GAUGE GALVANIZED STEEL, PREFINISHED.

6. ALL DOWNSPOUTS TO HAVE SPLASH BLOCK.

7. SMART VENT (1540-510) FLOOD VENTS ARE

REQUIRED WHEN ENCLOSED SPACE IS BELOW

B.F.E. IN AN "A" FLOOD ZONE.

8. FEMA APPROVED BREAKAWAY WALLS OR

LOUVERS ARE REQUIRED WHEN ENCLOSED

SPACE IS BELOW B.F.E. IN A "V" FLOOD ZONE.

9. ALL MATERIALS BELOW BFE AND/OR DFE SHALL

BE FLOOD RESISTANT MATERIAL INCLUDING, BUT

NOT LIMITED TO TREATED FRAMING MATERIAL.

SEE FEMA TECHNICAL BULLETIN 2, FLOOD

DAMAGE RESISTANT MATERIALS REQUIREMENTS

(2008).

10. RAIN DIVERTER STRIP IS REQUIRED OVER A/C

UNIT AND ENTRANCES.

THE ATTIC ACCESS IS REQUIRED TO BE A MINIMUM

OF 22”X30”, ASSUMING THAT NO EQUIPMENT WILL BE

INSTALLED IN THE ATTIC SPACE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

CONFIRM SITE SPECIFIC REQUIREMENTS.”

11. SEE STRUCTURAL FOUNDATION PLAN FOR

FLATWORK DIMENSIONS.

01 FRONT ELEVATION (STANDARD) 02 RIGHT ELEVATION (STANDARD)

03 REAR ELEVATION (STANDARD) 04 LEFT ELEVATION (STANDARD)

OPTION 1 OPTION 1

OPTION 1OPTION 1

ATTIC VENTILATION CALCULATION

AREA SQUARE FOOTAGE

TOTAL AREA 1,130 S.F.

TOTAL REQUIRED VENTED AREA (1/150) 7.53 S.F.

REQUIRED RIDGE (HIP) VENTILATION 3.77

REQUIRED SOFFIT VENTILATION 3.77

2' -0

12 5

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

9'

-0

PLATE HEIGHT

APPROX. HEIGHT

5' -2

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

9' -0

PLATE HEIGHT

APPROX. HEIGHT

5' -2

EXHAUST VENT WITH

DAMPER AND CAP

30-YEAR

ARCHITECTURAL

SHINGLES

30-YEAR

ARCHITECTURAL

SHINGLES

12 5

A

FIBER

CEMENT

SIDING

POST

SEE NOTE 3

A

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

9' -0

PLATE HEIGHT

APPROX. HEIGHT

5' -3

SEE NOTE 3

FIBER

CEMENT

SIDING

TRIM

A

A

F.F.E. = +6" A.G. MIN.

NATURAL GRADE

9' -0

PLATE HEIGHT

APPROX. HEIGHT

5' -2

" SEE NOTE 3

FIBER

CEMENT

SIDING

TRIM

B

TRIM

FIBER

CEMENT

SIDING

SEE NOTE 3

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

1/4" = 1'-0"

A-2.00

HUBBLE

EXTERIOR ELEVATIONS

OPTION 1 (STANDARD)

DAS

NOTES

1. WHEN REQUIRED SEE SHEET C-1.00 FOR LAYOUT

AND LOCATION OF RAMP AND STAIRS

2. WHEN REQUIRED SEE SHEET SD-4.00 FOR RAMP

AND STAIR DETAILS

3. ROOF OVERHANG SHALL BE A MINIMUM OF 18

INCHES (INCLUDING GUTTERS) BEYOND THE

OUTTER MOST PORTION IF ANY EXTERIOR

VENEER. CONTRACTOR TO ADJUST RAFTER

TAILS AS REQUIRED.

4. WINDOWS USED FOR EGRESS SHALL HAVE A NET

CLEAR OPENING OF NOT LESS THAN 5.7 S.F.

WITH A MINIMUM HEIGHT OF 24" AND A MINIMUM

WIDTH OF 20" PER THE INTERNATIONAL

RESIDENTIAL CODE.

5. PLAIN HALF-ROUND 6" WIDE AND 4" DIAMETER

DOWNSPOUT, MINIMUM 22-GAUGE GALVANIZED

STEEL, PREFINISHED. OR STANDARD K-STYLE 6"

WIDE AND 3"X4" DOWNSPOUT, MINIMUM

22-GAUGE GALVANIZED STEEL, PREFINISHED.

6. ALL DOWNSPOUTS TO HAVE SPLASH BLOCK.

7. SMART VENT (1540-510) FLOOD VENTS ARE

REQUIRED WHEN ENCLOSED SPACE IS BELOW

B.F.E. IN AN "A" FLOOD ZONE.

8. FEMA APPROVED BREAKAWAY WALLS OR

LOUVERS ARE REQUIRED WHEN ENCLOSED

SPACE IS BELOW B.F.E. IN A "V" FLOOD ZONE.

9. ALL MATERIALS BELOW BFE AND/OR DFE SHALL

BE FLOOD RESISTANT MATERIAL INCLUDING, BUT

NOT LIMITED TO TREATED FRAMING MATERIAL.

SEE FEMA TECHNICAL BULLETIN 2, FLOOD

DAMAGE RESISTANT MATERIALS REQUIREMENTS

(2008).

10. RAIN DIVERTER STRIP IS REQUIRED OVER A/C

UNIT AND ENTRANCES.

THE ATTIC ACCESS IS REQUIRED TO BE A MINIMUM

OF 22”X30”, ASSUMING THAT NO EQUIPMENT WILL BE

INSTALLED IN THE ATTIC SPACE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO

CONFIRM SITE SPECIFIC REQUIREMENTS.”

11. SEE STRUCTURAL FOUNDATION PLAN FOR

FLATWORK DIMENSIONS.

03 ELECTRICAL PLAN (STANDARD)

03 WINDOW FL21 CUSTOMING DETAIL

ALL OPTIONS

NOTE: WHEN GAS DRYER IS USED, A DEDICATED 240-VOLD BRANCH

CIRCUIT WITHIN 3 FEET OF THE DRYER IS TO BE USED. THIS CIRCUIT

SHALL HAVE A MINIMUM 30 AMP RATING. WHEN GAS RANGE IS USED, A

DEDICATED 240-VOLD BRANCH CIRCUIT IS TO BE USED. THIS CIRCUIT

SHALL HAVE A MINIMUM 50 AMP RATING. THE MAIN ELECTRICAL SERVICE

SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A

DOUBLE POLE CIRCUIT BREAKER. THE RESERVED SPACE SHALL BE

PERMANENTLY MARKED "FOR FUTURE 240V USE".

GFI 18" AFF

(DISHW21 CUSTOMER)

GFI 18" AFF

(FOOD DISPOSAL)

W/P GFI OD

EF

A/C

LI

G

H T

D

W

220V

GFI

GFI

OD

GFI 42"

AFF

GFI 48" AFF

BREAKER

BOX 48" AFF

SD

SD

SD

CD

CD

GFI 42" AFF

GFI

GFI 72" AFF

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

HUBBLE

ELECTRICAL PLAN AND SECTIONS

ALL OPTIONS (STANDARD)

N.T.S.

A-3.00

DAS

LEGEND

CEILING FAN W/ LIGHT KIT

SURFACE MOUNTED LIGHT FIXTURE

55 CFM EXHAUST FAN / LIGHT

OUTDOOR SCONCE

SWITCH

STANDARD AFCI RECEPTACLE

220V RECEPTACLE

RECEPTACLE WITH GROUND FAULT

INTERCEPT

WATERPROOF WITH GROUND FAULT

INTERCEPT

OVERHEAD RECEPTACLE

RECESSED CAN LIGHT

SMOKE DETECTOR

COMBO SMOKE / CARBON MONOXIDE

DETECTOR

CHANDELIER

TV / PHONE JACK

HOT / COLD WATER SUPPLY

HOSE BIB

EXHAUST VENT

EF

OD

HB

WP

GFCI

OH

GFCI

SD

CD

NOTES

1. MAIN PANEL TO HAVE A MAIN

BREAKER/DISCONNECT AND SURGE

PROTECTOR

2. 110V RECEPTACLE TO BE WITHIN 25' OF

EXTERIOR AIR COMPRESSOR

PROVIDE ONE 110V, WEATHER PROTECTED GFCI OUTLET

WITHIN 25' OF OUTSIDE HEATING/COOLING EQUIPMENT.

PLUMBING LEGEND

3" MAIN SANITARY LINE, PROVIDE CLEAN OUT AT

EXTERIOR OF HOUSE

2" VENT PIPE

3" SANITARY TO TOILET

2" SANITARY AT SINK AND SHOWER

3" SANITARY AT W21 CUSTOMER

4" SANITARY FROM CITY TO HOUSE

W21 CUSTOMER & SINK RISER DETAILS

02 PLUMBING PLAN (STANDARD)

ALL OPTIONS

01 PLUMBING PLAN (STANDARD)

ALL OPTIONS

HB

3/4" Ø UNIT SUPPLY,

FIELD VERIFY LOCATION

& DIAMETER

NOT TO SCALE

HB

3/4"Ø CW

1/2"Ø HW DW

1/2"Ø CW DW

1/2"Ø HW DW

1/2"Ø CW DW

1/2"Ø HW DW

1/2"Ø CW DW

1/2"Ø HW DW

1/2"Ø CW DW

1/2"Ø HW DW

1/2"Ø CW DW

1/2"Ø CW DW

3/4"Ø CW

3/4"Ø CW

3/4"Ø CW

3/4"Ø CW

3/4"Ø CW

3/4"Ø CW

3/4"Ø CW

HWHW

H W

H W

H W

H W

H W

H W

H W

H W

H W

H W

HWHWHW

HWHWHW

HW HW HW

HWHWHWHWHW

2-WAY TEE STYLE

CLEAN OUT

WYE CLEAN OUT

3' FROM

PROPERTY LINE

SEWER TO BE 4" WITH

A TWO WAY CLEANOUT

AT THE PROPERTY LINE

AND AT THE BUILDING

DRAIN TO BUILDING

SEWER CONNECTION

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

A-4.00

HUBBLE

PLUMBING PLAN

(STANDARD)

DAS

LEGEND

NOTES

1. THIS DRAWING IS INTENDED FOR

USE AS A RECOMMENDED

LAYOUT. THE GENERAL

CONTRACTOR IS RESPONSIBLE

FOR MEETING WITH APPLICABLE

CODE.

2. EXHAUST FANS SHALL VENT

DIRECTLY TO THE OUTSIDE AND

BE LOCATED IN ACCORDANCE

WITH SECTIONS R303.5.1 AND

R303.5.2 OF THE INTERNATIONAL

RESIDENTIAL CODE.

3. ALL HOSE CONNECTIONS SHALL

BE EQUIPPED WITH

NON-REMOVABLE BACK FLOW

PREVENTERS PER IRC 603.3.3.

4. CLEANOUT REQUIRED ABOVE

FLOOR LEVEL OF LOWEST FLOOR

OF BUILDING FOR KITCHEN SINK.

AND IS TO BE ON THE OUTSIDE

WALL.

5. MINIMUM 30" X 22" RETURN AIR

GRILLE.

6. MECHANICAL DRAIN LINES

CANNOT CONNECT TO PLUMBING

SYSTEM.

HOSE BIB

EXHAUST VENT

HB

01 HVAC PLAN (STANDARD)

10"X6"

1WAY

6"Ø

10"X6"

1WAY

6"Ø

"X

AIR

HANDLER

"X

10"X6"

1WAY

6"Ø

10"X6"

1WAY

6"Ø

10"X6"

1WAY

6"Ø

10"X6"

1WAY

6"Ø

10"X6"

1WAY

6"Ø

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

A-5.00

HUBBLE

HVAC PLAN

(STANDARD)

DAS

EXHAUST FAN

SUPPLY AIR REGISTER

FLEX DUCT (R-8 MIN.)

RECTANGULAR DUCT (R-8 MIN.)

LEGEND

NOTES

1. THIS DRAWING IS INTENDED FOR

USE AS A RECOMMENDED

LAYOUT. THE GENERAL

CONTRACTOR IS RESPONSIBLE

FOR MEETING WITH APPLICABLE

CODE.

2. EXHAUST FANS SHALL VENT

DIRECTLY TO THE OUTSIDE AND

BE LOCATED IN ACCORDANCE

WITH SECTIONS R303.5.1 AND

R303.5.2 OF THE INTERNATIONAL

RESIDENTIAL CODE.

3. ALL HOSE CONNECTIONS SHALL

BE EQUIPPED WITH

NON-REMOVABLE BACK FLOW

PREVENTERS PER IRC 603.3.3.

4. CLEANOUT REQUIRED ABOVE

FLOOR LEVEL OF LOWEST FLOOR

OF BUILDING FOR KITCHEN SINK.

AND IS TO BE ON THE OUTSIDE

WALL.

5. MINIMUM 30" X 22" RETURN AIR

GRILLE.

6. MECHANICAL DRAIN LINES

CANNOT CONNECT TO PLUMBING

SYSTEM.

A F-1.00

C F-1.00

4" THK. 3000 P.S.I. CONC. SLAB

W/ 6X6 #10 W.W.M. OVER

TREATED, COMPACTED FILL W/

10 MIL. VAPOR BARRIER @

INTERIOR LOCATIONS (U.N.O.)

12'-2"11'-2"

6X6 POST TO FND

WITH ABU66Z

POST BASE

F-1.00

SL

O

PE

HUB DRAIN

HUB DRAIN

12'-2"11'-2"

'-5

8'

-8

'-1

0" 9'

-8

7' -1

2' -3

4'

-3

'-3

'-1 0"

9' -3

4'

-3

5' -7

0'-3"

0' -3

0" D

R O

P

VARIES

DROP

A F-1.00

A F-

1.

A F-

1.

A F-

1.

A F-

1.

C F-

1.

0" D

R O

P

SL

O

PE

2'

-8

10'-7 1/4" 8'-7 3/4"

6' -7

/2

1'-11 1/2"

'-3

/4

'-2

/4

6'-2"

3'-0"

'-1

3/

4"

0'-3 1/2"

'-9

/2

0'-3"

0'-3"

(2)2X10 DROP

BEAM

THIS DWG.

CORNER PORCH

POST DETAIL (TYP.)

12'-2"10'-11"

9' -1

0" 2'

-0

2' -0

'-4

3' -0

6'

-3

2' -5

'-1 0"

10'-11" 12'-2"

7' -0

5'

-4

'-0

4'

-0

(2 )2

X1

D R

O P

BE

AM

9' -1

0"

23'-1"

2' -6

'-8

02/SD-1.00

BEAM POCKET

(TYP. 2 PLCS.)

LEGEND

NOTES

CEILING FRAMING:

1. ALL CEILING JOISTS SHALL BE 2X6 16" O.C.

(U.N.O.)

2. ATTIC ACCESS SHALL BE NO LESS THAN

350LB CAPACITY FOLDING STAIR SYSTEM.

X

XX

---- DETAIL

---- PAGE #

FRAMING:

1. ALL STUDS, FLOOR JOISTS, RAFTERS, TRUSS,

ETC. SHALL VERTICALLY ALIGN AND BEAR

DIRECTLY ON EACH OTHER.

FULL HEIGHT BLOCKING

TYPICAL STRONG BACK SEE

DETL. #3 ON DWG. SD-2.00

PONY WALL EXTENDED

TO ROOF DIAPHRAGM

CONCRETE HOLD-DOWNS:

1. SEE DRAWING S-2.00 FOR TYPE OF

HOLD-DOWN REQUIRED.

2. SEE DRAWING F-1.00 FOR HOLD-DOWN

INSTALLATION DETAIL. (REFER TO

MANUFACTURERS INSTALLATION

INSTRUCTIONS FOR ADDITIONAL REQ'S.)

HEADER FRAMING:

1. REFER TO DETAIL 1 ON SD-1.00 FOR ALL

HEADER REQUIREMENTS. (U.N.O.)

2. POCKET DOOR HEADERS SHALL SPAN THE

OPENING & THE DOOR CAVITY (TYPICAL)

STUD PACK FRAMING:

1. (4) 2X STUD PACK UNDER EACH END OF 2X

SOLID SAWN BEAM.

2. (6) 2X STUD PACK UNDER EACH END OF

GLULAM BEAM. (SEE PLAN FOR BEAM SIZE)

3000Fb ANTHONY POWER BEAM

(SEE PLAN FOR SIZE)

FOUNDATION:

1. WALLS SHOWN FOR CLARITY ONLY.

R401.1 GEOTECHNICAL EVALUATIONS - In lieu of a complete geotechincal evaluation, the load-bearing values in table R401.4.1 shall be assumed.

R401.4.1

CLASS OF MATERIAL LOAD BEARING PRESSURE

(POUNDS PER SQ. FT.)

CLAY, SANDY CLAY, SILTY CLAY,

1500CAYEY SILT, SILT AND SANDY SILT

(CL, ML, MH, & CH)

OUTER BEAM

SHALL BE NOTCHED

& BOLTED TO POST

(2) 5 8"Ø BOLTS PER

BEAM (TYP.)

PORCH POST

PER PLAN

INNER BEAM TO POST W/

CONCEALED HANGER

(SEE SCHEDULE)

N.T.S.

SECTION Z-Z

Z

Z

INNER BEAM TO POST

W/ CONCEALED HANGER

(SEE SCHEDULE)

OUTER BEAM

SHALL BE NOTCHED

& BOLTED TO POST

(2) 5 8"Ø BOLTS PER

BEAM (TYP.)

PORCH POST

PER PLAN

N.T.S.

CORNER PORCH POST DETAIL

2"

2"

HUBBLE

FOUNDATION & CEILING JOIST PLANS

ALL OPTIONS (STANDARD)

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

4"=1'-0"

AW

HANGER SCHEDULE

MARK MEMBER SIZE MODEL NUMBER

1 2X6 LUS26 OR LUC26Z CONCEALED

(2) 2X6 LUS26-2 OR HUC26-2 CONCEALED

5 2X10 LUS210 OR LUC210Z CONCEALED

(2) 2X10 HUS210-2 OR HUC210-2 CONCEALED

4 (2) 2X8 LUS28-2 OR HUC28-2 CONCEALED

SOME MODELS MAY NOT BE USED

(SEE FRAMING PLAN FOR LOCATION)

2X8 LUS28 OR LUC28Z CONCEALED

2X12 HUS210 OR LUC210Z CONCEALED7

FOUNDATION PLAN (STANDARD)

ALL OPTIONS

CEILING JOIST PLAN (STANDARD)

S-1.00

R

ID

G E

5:12 5:12

CEILING FORMED BY

PRE-ENGINEERED

ROOF TRUSS

(DESIGNED BY OTHER)

RAKE EDGE

RAKE EDGE

01/SD-2.00

DOUBLE RAFTER

& OUT-LOOKERS

AT GABLE END

WALL (TYP.)

SW3

1 1

SW4

SW4

SW

SW

SW

SW3

SW

LEGEND

FRAMING:

1. ALL STUDS, FLOOR JOISTS, RAFTERS, TRUSS,

ETC. SHALL VERTICALLY ALIGN AND BEAR

DIRECTLY ON EACH OTHER.

ROOF FRAMING:

1. ROOF DECKING: 15

32" APA RATED PLYWOOD OR

7/16" APA RATED OSB, 0.113 x 2-3/8" RING SHANK

NAILS, 4" AROUND PERIMETER OF DIAPHRAGM. 4"

EDGE & 4" FIELD NAIL PATTERN.

2. RIDGES TO BE 2x10 (UNO)

3. ALL HIPS TO BE 2x8 (UNO)

4. ALL RAFTERS TO BE 2x6 16"O.C. (UNO)

5. RAFTER TAILS SHALL BE A CONTINUOUS

MEMBER EXTENDING FROM RAFTER (NO SPLICE)

6. ALL SHINGLES SHALL BE 30 YEAR W/ ASTM D7158

CLASS H WITH 6 NAIL PER SHINGLE.

BRACE POINT

BW - BRACE TO WALL

BS - BRACE TO STRONGBACK

BB - BRACE TO BEAM

SHEAR WALLS:

STHD14 W/ (30) 16D SINKER NAILS IN STUD

PACK PER MANUFACTURERS

INSTRUCTIONS

OR

HDU5-SDS2.5 USE (14) 14"X21

2"SDS SCREWS

PER MANUFACTURERS INSTRUCTIONS

ALL SHEARWALLS SHALL EXTEND TO ROOF

DIAPHRAGM OR NEXT FLOOR DIAPHRAGM.

HOLD-DOWNS:

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 6"

PERIMETER AND W/6" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW1

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 3"

PERIMETER AND W/3" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW3

15/32" APA RATED PLYWOOD OR 7/16"

APA RATED OSB SHEATHING 4"

PERIMETER AND W/4" EDGE / 6" FIELD

NAIL PATTERN USING 0.113 x 2-3/8"

RING SHANK NAILS

SW4

HDU8-SDS2.5 USE (20) 14"X21

2"SDS SCREWS

PER MANUFACTURERS INSTRUCTIONS

NOTES

4"=1'-0"

AW

HUBBLE

RAFTER & SHEARWALL PLAN

######## (STANDARD)

Revisions:

PROJECT LOCATION OR ADDRESS:

CLIENT:

# DATE DESCRIPTION OF CHANGE

CHECKED BY:

SCALE:

DRAWN BY:

PROJECT #:

DATE:

CCH

NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES

ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR

UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.

CLIENT

ADDRESS

XXXXXXXX,TX 77XXX

XX-XXXX-XX

0 ISSUED FOR CONSTRUCTION

XX-XXXX-HRAP-ASH-SOG-XX/XX/2023

XX/XX/2023

THIS DRAWING IS A CONCEPTUAL PLAN AND IS NOT

INTENDED TO BE USED AS A SITE SPECIFIC PLAN NOR

SHALL IT BE USED FOR PERMITTING PURPOSES. SITE

SPECIFICS SHALL BE PREPARED ON A CASE-BY-CASE

BASIS AND ANY USE BEYOND THE AFOREMENTIONED

INTENT IS PROHIBITED.

® phone: 409-354-5925 email: info@cobalt-engineering.com

ENGINEERING AND INSPECTIONS, LLC

RAFTER PLAN (STANDARD)

SHEARWALL & HOLD-DOWN PLAN (STANDARD)

S-2.00

5X7 SAFEROOM

5X7 SAFEROOM

49 S.F.

+8'-0" CLG.

RIGHT

1/4

STEEL

5' -0

7'-0"

REARFRONT LEFT

1/4

1/ 4:

SL

O

PE

C.M.U. ON

CONCRETE SLAB

CONCRETE ROOF

FEMA 361 AND (2021)

ICC-500-2023 COMPLIANT

WALL VENT

FEMA 361 AND (2021)

ICC-500-2023 COMPLIANT

WALL VENT

ENGINEERING AND INSPECTIONS, LLC

409.354.5925

THIS SAFE ROOM PLAN IS FOR THE SOLE PURPOSE AND

USE FOR THE MISSISSIPPI DEVELOPMENT AUTHORITY

(MDA) PROGRAM SERVICES. AS SUCH, THIS DESIGN

MAY BE REPLICATED OR RECREATED FOR USE FOR

SITE SPECIFIC RECONSTRUCTION PLAN SETS. THIS

SPECIFIC DRAWING SHALL NOT BE USED FOR

PERMITTING.

SA

FE

R O

O M

(5 ' X

7X7 SAFEROOM

7X7 SAFEROOM

49 S.F.

+8'-0" CLG.

C.M.U. ON

CONCRETE SLAB

7' -0

7'-0"

RIGHT

1/4

REARFRONT LEFT

1/4

1/ 4:

SL

O

PE

STEEL

CONCRETE ROOF

FEMA 361 AND (2021)

ICC-500-2023 COMPLIANT

WALL VENT

FLOOR PLAN ROOF PLAN

FEMA 361 AND (2021)

ICC-500-2023 COMPLIANT

WALL VENT

ENGINEERING AND INSPECTIONS, LLC

409.354.5925

THIS SAFE ROOM PLAN IS FOR THE SOLE PURPOSE AND

USE FOR THE MISSISSIPPI DEVELOPMENT AUTHORITY

(MDA) PROGRAM SERVICES. AS SUCH, THIS DESIGN

MAY BE REPLICATED OR RECREATED FOR USE FOR

SITE SPECIFIC RECONSTRUCTION PLAN SETS. THIS

SPECIFIC DRAWING SHALL NOT BE USED FOR

PERMITTING.

SA

FE

R O

O M

(7 ' X