ITB_24-29_Revised_Sheets_A1.1-A1.8_C7.1-C7.2_(ref_Addendum_I).pdf

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ER FD

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X

FIRE HOUSE/OFFICE

F.F.E. = 271.00

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LP: 2+11.26

Elev: 268.61

LP: 20+29.66

Elev: 270.64

DR-104

FDOT INDEX 430-052 TYPE "C" INLET

STA:4+23.57 OFF:0.00

RIM:273.31

INV OUT NW: 271.31 18" ADS N-12 NW

DR-105

FDOT INDEX 430-052 TYPE "C" INLET

STA:3+10.75 OFF:0.00

RIM:270.71

INV IN SE: 268.26 18" ADS N-12 SE

INV OUT NW: 268.26 18" ADS N-12 NW

DR-101

FDOT INDEX 430-052 TYPE "C" INLET

STA:0+43.45 OFF:0.00

RIM:269.96

INV OUT NE: 267.96 18" ADS N-12 NE

DR-106

FDOT INDEX 430-052 TYPE "C" INLET

STA:11+30.86 OFF:0.00

RIM:270.70

INV IN S: 267.66 18" ADS N-12 S

INV OUT NW: 267.66 18" ADS N-12 NW

DR-102

FDOT INDEX 430-052 TYPE "C" INLET

STA:1+32.96 OFF:0.00R

RIM:269.34

INV IN SW: 267.11 18" ADS N-12 SW

INV IN SE: 266.35 18" ADS N-12 SE

INV OUT NE: 266.35 18" ADS N-12 NE

DR-103

FDOT INDEX 430-052 TYPE "E" INLET

STA:2+11.62 OFF:0.00

RIM:268.61

INV IN SW: 265.12 18" ADS N-12 SW

INV IN SE: 265.42 18" ADS N-12 SE

INV IN S: 264.30 18" ADS N-12 S

INV OUT NW: 264.30 24" ADS N-12 NW

113' OF 18" ADS N-12 @ 2.70%

95' OF 18" ADS N-12 @ 3.00%

77' OF 18" ADS N-12 @ 1.60%

90' OF 18" ADS N-12 @ 0.94%

74' OF 18" ADS N-12 @ 1.00%

57' OF 18" ADS N-12 @ 1.00%

DR-107

FDOT INDEX 430-052 TYPE "C" INLET

STA:10+56.65 OFF:0.00

RIM:269.93

INV IN SE: 266.92 18" ADS N-12 SE

INV OUT NW: 266.92 18" ADS N-12 NW

DR-108

FDOT INDEX 430-052 TYPE "C" INLET

STA:20+32.32 OFF:0.00

RIM:270.66

INV OUT N: 268.71 18" ADS N-12 N

110' OF 18" ADS N-12 @ 0.96%

72' OF 24" ADS N-12 @ 8.79%

SEPTIC DRAIN FIELD

(BY OTHERS)

DR-110

FDOT INDEX 430-052 TYPE "C" INLET

STA:2+15.09 OFF:39.73R

RIM:267.00

INV OUT N: 264.50 18" ADS N-12 N

40' OF 18" ADS N-12 @ 0.50%

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

20' 0'

10' 40'

SCALE: 1" = 20'

C7.1

PAVING AND

DRAINAGE

BTW

RAM

JANUARY 2024

50150622

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SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF

DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED

APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID

NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT

ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

NOTE:

ALL ROOF DRAINS AND DOWNSPOUTS WILL BE DIRECTED TO

NEAREST STORMWATER INLET AND THEN DIRECTED TO THE

STORMWATER MANAGEMENT FACITLITY (SWMF).

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FIRE HOUSE/OFFICE

F.F.E. = 271.00

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LP: 2+11.26

Elev: 268.61

DR-104

FDOT INDEX 430-052 TYPE "C" INLET

STA:4+23.57 OFF:0.00

RIM:273.31

INV OUT NW: 271.31 18" ADS N-12 NW

DR-105

FDOT INDEX 430-052 TYPE "C" INLET

STA:3+10.75 OFF:0.00

RIM:270.71

INV IN SE: 268.26 18" ADS N-12 SE

INV OUT NW: 268.26 18" ADS N-12 NW

DR-101

FDOT INDEX 430-052 TYPE "C" INLET

STA:0+43.45 OFF:0.00

RIM:269.96

INV OUT NE: 267.96 18" ADS N-12 NE

DR-106

FDOT INDEX 430-052 TYPE "C" INLET

STA:11+30.86 OFF:0.00

RIM:270.70

INV IN S: 267.66 18" ADS N-12 S

INV OUT NW: 267.66 18" ADS N-12 NW

DR-102

FDOT INDEX 430-052 TYPE "C" INLET

STA:1+32.96 OFF:0.00R

RIM:269.34

INV IN SW: 267.11 18" ADS N-12 SW

INV IN SE: 266.35 18" ADS N-12 SE

INV OUT NE: 266.35 18" ADS N-12 NE

DR-103

FDOT INDEX 430-052 TYPE "E" INLET

STA:2+11.62 OFF:0.00

RIM:268.61

INV IN SW: 265.12 18" ADS N-12 SW

INV IN SE: 265.42 18" ADS N-12 SE

INV IN S: 264.30 18" ADS N-12 S

INV OUT NW: 264.30 24" ADS N-12 NW

113' OF 18" ADS N-12 @ 2.70%

95' OF 18" ADS N-12 @ 3.00%

77' OF 18" ADS N-12 @ 1.60%

90' OF 18" ADS N-12 @ 0.94%

74' OF 18" ADS N-12 @ 1.00%

57' OF 18" ADS N-12 @ 1.00%

DR-107

FDOT INDEX 430-052 TYPE "C" INLET

STA:10+56.65 OFF:0.00

RIM:269.93

INV IN SE: 266.92 18" ADS N-12 SE

INV OUT NW: 266.92 18" ADS N-12 NW

110' OF 18" ADS N-12 @ 0.96%

72' OF 24" ADS N-12 @ 8.79%

DR-201

FDOT INDEX 430-022 24" M.E.S.

STA:1+95.61 OFF:-67.41L

RIM:260.25

INV IN SE: 258.00 24" ADS N-12 SE

CONSTRUCT 17 SY ALABAMA

CLASS II RIPRAP OVER D-2 FILTER FABRIC

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DR-110

FDOT INDEX 430-052 TYPE "C" INLET

STA:2+15.09 OFF:39.73R

RIM:267.00

INV OUT N: 264.50 18" ADS N-12 N

40' OF 18" ADS N-12 @ 0.50%

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CONSTRUCT 8 SY ALABAMA

CLASS II RIPRAP OVER D-2 FILTER FABRIC

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

RUDOLPH A. MALL, P.E. 94479

20' 0'

10' 40'

SCALE: 1" = 20'

C7.2

PAVING AND

DRAINAGE

BTW

RAM

JANUARY 2024

50150622

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SPECIAL NOTE TO CONTRACTOR(S):

EXISTING UNDERGROUND AND ABOVE-GRADE FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED

ON THESE CONTRACT DOCUMENTS BASED ON THE INFORMATION AND SURVEYS AVAILABLE AT THE TIME OF

DRAWING PREPARATION. THE LOCATIONS OF THESE FEATURES MUST, THEREFORE, BE CONSIDERED

APPROXIMATE, ONLY. IN ADDITION, THERE MAY BE OTHER FACILITIES, STRUCTURES, AND UTILITIES WHICH DID

NOT EXIST (OR THE EXISTENCE OF WHICH WAS NOT KNOWN) AT THE TIME OF DRAWING PREPARATION. IT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO HAVE ALL EXISTING FACILITIES, STRUCTURES, AND

UTILITIES LOCATED IN THE FIELD PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY; AND TO PROTECT

ALL SUCH EXISTING FEATURES (EXCEPT THOSE SPECIFICALLY NOTED FOR REMOVAL OR DEMOLITION) DURING

CONSTRUCTION.

GARAGE AREA

DINING ROOM

& DAY AREA

SOUTH

CORRIDOR

CONFERENCE ROOM

101'-6"

UTILITY

CLOSET

UP

11'-7"

72'

BATH ROOM 1

Ø

KITCHEN

SHOWER

11'6'-4"

6'

TYPICAL

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REAR (NORTH)

GEAR ROOM

COMPRESSOR ROOM

11'-5"

11'-6"

SPRINKLER ROOM

AHU-2

A

A1.5

5'

5'

1-1/2" FIRE HOSE

HOSE BIB

1-1/2" FIRE HOSE

HOSE BIB

HOSE BIB

UP

H

H-4

2"x6" LOAD BEARING WALL

W/ 2 LAYERS TYPE "X" GYPSUM

BUNK 7

BUNK 6

BUNK 5

BUNK 1 BUNK 2

BUNK 3

BUNK 4

RECREATION ROOM

SHOWER

FIRST FLOOR PLAN

FRONT (SOUTH)

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D

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H/C

SHOWER

HOSE BIB

A/C UNIT

EXTERIOR EXHAUST

LOUVER

14'x14' ROLL UP DOOR

COORDINATE DOOR SIZE

TO OPENING DOOR

ON INSIDE OF OPENING (TYP.)

2X6 LOAD BEARING WALL

2X6 LOAD

BEARING WALL

Ø

6" METAL 18 GA. FIRE SEPARATION WALL

MIN. 2-HR FIRE RATING

2"x6" LOAD BEARING WALL

1 LAYER TYPE "X" GYPSUM

2X6 LOAD BEARING WALL

2X6 LOAD BEARING WALL

2X6 LOAD BEARING WALL

OUTSIDE METAL BUILDING LINE

AHU-1

H-2

H-4 H-4

H-4

H-4

H-4

H-2

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CORRIDOR

BATH ROOM 2

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W-1

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A1.6

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A1.5

SEE BATHROOM ACCESSORY

SCHEDULE ON SHEET A1.3

4'-0"

W

TANKLESS WATER HEATER

ATS

H

SHOWER

MOP

SINK

UP

10'-8"

5' LANDING

H-2

GEAR ROOM

H

PANTRY CABINETS 3EA.

24"X24"x84"

2x4 LOAD BEARING WALL

4x4 STEEL COLUMN FOR

HEADER SUPPORT

29'-6"

101'-6"

72'

OPEN AREA

DOWN

VEHICLE EXHAUST SYSTEM

(OVERHEAD DOOR SWITCH SIGNALS

FAN "ON" TO RUN A SPECIFIED LENGTH

OF TIME AFTER DOORS CLOSE)

BOOSTER FANS W/ EXHAUST HOOK-UP

DOWN

REAR (NORTH)

SECOND FLOOR PLAN

FRONT (SOUTH)

W-1 W-1 W-1 W-1

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

FOR BID

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

8' 0'

16'

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

4'

A1.1

FLOOR PLAN

BTW

RAM

JANUARY 2024

50150622

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NON LOAD BEARING INTERIOR WALL

DESIGN NOTES:

THE DESIGN SHALL BE TO THE FOLLOWING ADDITIONAL SPECIFICATIONS:

1. ADA COMPLIANT

2. SPRINKLER SYSTEM IN ACCORDANCE WITH CURRENT CODE REQUIREMENT

3. NAVIEN NPE-240A2 WATER SYSTEM

4. ENERGY STAR APPLIANCES

5. HIGH R VALUE INSULATION

6. HIGH EFFICIENCY LIGHTING WITH OCCUPANCY SENSORS

7. HIGH "R", DOUBLE INSULATED STORM WINDOWS

GLENDALE FIRE STATION

CODE SUMMARY: FBC 2017 REF.

BUILDING AREA

FIRST FLOOR: 8,120 SF

OCCUPANCY CLASSIFICATION: 310.1

R-3 RESIDENTIAL NOT MORE THAN 2 D.U.

H-3 HIGH HAZARD, FLAMMABLE LIQUID IN EXCESS 307

OF 120 GAL. TABLE 307.1

B BUSINESS OFFICES 304.1

MIXED USE AND OCCUPANCY 508

AREAS: RESIDENTIAL (R-3) : 2,200 SF

BUSINESS (B) : 600 SF

HIGH HAZARD (H-3) : 5320 SF

ALLOWABLE AREAS: TABLE 506.2

RESIDENTIAL (R-3) : UNLIMITED

BUSINESS (B) : 23,000 SF

HIGH HAZARD (H-3) : 14000 SF

SEPARATED OCCUPANCIES:

SEPARATED OCCUPANCIES REQUIRED PER 508.4 TABLE 508.4

REQUIRED SEPARATIONS:

BETWEEN H-3 AND R: 2 HR.

BETWEEN H-3 AND B: 1 HR.

BETWEEN B AND R: 1 HR.

CONSTRUCTION CLASSIFICATION: TYPE III(B) TABLE 601

STRUCTURAL FRAME 1 HR.

EXTERIOR BUILDING WALLS: 0 HR. TABLE 602

INTERIOR BEARING WALLS: 0 HR.

EXTERIOR NON-BEARING WALLS: 0 HR. TABLE 602

INTERIOR NON-BEARING WALLS: 0 HR.

FLOOR CONSTRUCTION: 0 HR.

ROOF CONSTRUCTION: 0 HR.

FIRE PROTECTION SYSTEMS: 903

AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED

THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA 903.2.8

CONCEALED SPACES 718

DRAFTSTOPPING IN FLOORS, R-3, NOT REQUIRED W/SPRINKLER 718.3.2

DRAFTSTOPPING IN ATTIC, R-3, NOT REQUIRED W/SPRINKLER 718.4.2

OTHER GROUPS NOT REQUIRED W/SPRINKLER

INTERIOR FINISHES:

EXITS CORRIDORS ROOMS TABLE 803.11

R-3 C C C

B B C C

H B B B

MEANS OF EGRESS TABLE 1004.1.2

OCCUPANT LOAD

RESIDENTIAL: 200 GROSS

BUSINESS: 100 GROSS

PARKING GARAGES: 200 GROSS

OCCUPANTS BY SF AREA:

R-3: 2200/200 = 11

B: 600/100 = 6

PARKING GARAGE: UNOCCUPIED AREA

ATTIC: UNOCCUPIED AREA

PLUMBING FIXTURES

R-3: 2 WC: MALE/FEMALE 1/10

LAV: MALE/FEMALE 1/0

SHR: 1/8

DF: 1/100

B: WC MALE/FEMALE, 1/25

LAV: MALE/FEMALE, 1/10

DF: 1/100

REQUIRED: WC LAV SJR. DF SS

M F M F 2 1 1

R-36M/6F 1 1 1 1

B* 1 1 1

TOTAL: 3 3 2 2 1

(2 WC, 1U) (WL, KIT SINK)

* - SEPARATE FACILITIES NOT REQUIRED IN A BUSINESS OCCUPANCY < 3000 SF

EXTERIOR WINDOWS

DOORWAY

LOAD BEARING INTERIOR WALL

2-HR FIRE RATED WALL

DOOR

NUMBER TYPE WIDTH HEIGHT THICKNESS DOOR MATERIAL FRAME MATERIALGLASS FIRE RATING HARDWARE

H-1 FLUSH PR 3'-2" 7'-0" 1-3/4" STEEL STEEL NONE 90 MINUTE LOCKING LATCH SET, CLOSERS; FLOOR STOPS

H-2 FLUSH 3'-0" 7'-0" 1-3/4" STEEL STEEL DSB - LOCKING LATCH SET; CLOSERS; FLOOR STOPS

H-3 FLUSH 3'-0" 7'-0" 1-3/4" WOOD WOOD NONE 90 MINUTE LOCKING LATCH SET, FLOOR STOPS

H-4 PER MFG 14'-0" 14'-0" PER MFG PER MFG PER MFG DSB - PER SPECIFICATIONS

ROOM

NAME FLOOR MATL. BASE WALLS CEILING MATL. CEILING HEIGHT

BUNKS (1-7) EPOXY P.B. PT. GYP. 9'-0"

CONF. ROOM EPOXY P.B. PT. GYP. 9'-0"

CORRIDORS EPOXY P.B. PT. GYP. 9'-0"

REC. ROOM EPOXY P.B. PT. GYP. 9'-0"

DINING ROOM/KITCH. EPOXY P.B. PT. GYP. 9'-0"

UTILITY CLOSET EPOXY P.B. PT. GYP. 9'-0"

GARAGE S.C. P.B. PT. EXP. VARIES

GEAR ROOM S.C. P.B. PT. GYP. 9'-0"

COMP. ROOM S.C. P.B. PT. GYP. 9'-0"

SPRINK. ROOM S.C. P.B. PT. GYP. 9'-0"

BATHROOM #3 EPOXY P.B. PT. GYP. 9'-0"

BATHROOM #1 EPOXY P.B. PT. GYP. 9'-0"

BATHROOM #2 EPOXY P.B. PT. GYP. 9'-0"

2ND FLOOR OPEN AREA UNF. N/A PT. EXP. 8'-0"

PT. = PAINTED SHEET ROCK GYP. = TYPE X GYPSUM BOARD EPOXY = EPOXY COATED CONCRETE CTB. = CERAMIC TILE BASE

EXP. = EXPOSED ACT. = ACOUSTIC TILE DROP CEILING S.C. = SEALED CONCRETE P.B. = 6" PINE BASE

UNF. = UNFINISHED CT. = CERAMIC TILE

ROOM FINISH SCHEDULE

DOOR SCHEDULE

WINDOW

NUMBER SIZE MATERIAL GLAZING TYPE GLAZING TEMP GLAZING IMPACT FRAME FINISH FRAME MATERIAL

W-1 3'-0" X 5'-0" ALUM. INSULATED YES YES FACTORY FINISH ALUM.

W-2 6'-0" X 3'-0" ALUM. INSULATED YES YES FACTORY FINISH ALUM.

WINDOW SCHEDULE

AutoCAD SHX Text

WH

AutoCAD SHX Text

WH

AutoCAD SHX Text

FLOOR PLAN LEGEND

6" THICK 4000# CONCRETE SLAB

W/6x6 10/10 W.W.M. OR FIBER MESH

OVER 6 MIL VAPOR BARRIER AND

6" MIN. CLEAN COMPACTED SAND

WITH TERMITE TREATMENT

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101'-6"

11'-11" 20' 20' 20' 17'-10"

5' 12'-3"

B

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5'-9" 15' 15' 15' 15' 15' 15' 5'-9"

REFER TO STEEL BUILDING MANUFACTURER

DESIGN FOR ANCHOR BOLT DESIGN

4" THICK 4000# CONCRETE SLAB

W/6x6 10/10 W.W.M. OR FIBER MESH

OVER 6 MIL VAPOR BARRIER AND

6" MIN. CLEAN COMPACTED SAND

WITH TERMITE TREATMENT

4" THICK 4000# CONCRETE SLAB

W/6x6 10/10 W.W.M. OR FIBER MESH

OVER 6 MIL VAPOR BARRIER AND

6" MIN. CLEAN COMPACTED SAND

WITH TERMITE TREATMENT

SAWCUT CONTROL JOINT (TYP.)

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P E

SLOPE BREAK

A1.6

H

5'

12'-2"5'

H

4"

PRIMARY STEEL LOCATION (PER PEMB PLANS)

24-FT LONG #5 BAR

BENT FOR HAIR PIN

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A1.6

A1.6

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APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

REVISIONS

NO. DESCRIPTION DATE

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

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

0' 4'

8' 12'

A1.2

FOUNDATION PLAN

BTW

RAM

50150622

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FOUNDATION CONSTRUCTION NOTES:

1. CONTRACTOR SHALL SELECT METAL BUILDING AND SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.

2. FOUNDATION DESIGN WILL BE VERIFIED AFTER SUBMISSION OF REACTIONS FROM METAL BUILDING SUPPLIER.

3. METAL BUILDING SHALL BE DESIGNED TO WITHSTAND 140 MPH 2 SECOND GUST.

4. FOUNDATION DESIGN BASED UPON SOIL WITH 1500 PSF BEARING CAPACITY WITH NO ORGANICS OR EXPANSIVE CLAYS.

5. CONCRETE 4000 PSI 28 DAY STRENGTH STEEL GRADE 40 OR 60.

6. ALL FILL SHALL BE COMPACTED TO 95% OF MAX. DRY DENSITY MODIFIED PROCTOR.

7. ALL LAP SPLICES IN FOOTING STEEL SHALL BE LAPPED A MIN. 24 BAR DIAMETERS

8. EXTERIOR GRADE BEAMS SHALL RUN CONTINUOUS AROUND PERIMETER OF STRUCTURE TO ASSURE CONTINUITY.

9. REINFORCEMENT STEEL SHALL BE PLACED A MON. OF 3" FROM CONCRETE SURFACE THROUGHOUT

10. ALL CONCRETE SLABS SHALL HAVE CONTROL JOINTS TO CONTROL CRACKING SPACED 5 FEET IN ALL DIRECTIONS - SEE PLAN

11. SOILS SHALL BE CHEMICALLY TREATED FOR TERMITES.

12. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES IN THE EVENT OF CONFLICT BETWEEN PLANS AND CODES THE

CODES SHALL GOVERN.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS BEFORE CONSTRUCTION . ANY CONFLICTS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER.

14. THE OWNER IS RESPONSIBLE FOR THE SUPERVISION AND COMPLETION OF THE PROJECT IN ACCORDANCE WITH THESE DRAWING

AND ALL APPLICABLE PERMITS. NO WORK SHALL BEGIN UNTIL ALL NECESSARY PERMITS HAVE BEEN OBTAINED.

15. ALL CMU SHALL BE N-12 SPLIT FACE BLOCK WITH 3000 PSI PUMP MIX FILLED CELLS

FOR BID

JANUARY 2024

STANDING SEAM ROOFING

(REFER TO CLIENT FOR COLOR)

STANDING SEAM ROOFING

(REFER TO CLIENT FOR COLOR)

101'-6"

FLOOR PLAN OUTLINE

22" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

22" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 18" O.C.

22" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

14" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

22" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

2-2"x12" SYP HEADER

2-1.75"x9.5" LVL PARALLAM HEADER

2-1.75"x9.5" LVL PARALLAM HEADER

2-1.75"x9.5" LVL PARALLAM HEADER

3-2"x12" SYP HEADER

3-2"x12" SYP HEADER

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877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

8' 0'

16'

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

4'

A1.3

ROOF AND TRUSS

PLAN

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APPLICABLE CODES:

1. FLORIDA BUILDING CODE, EXISTING BUILDING (FBC-EB) 2017 EDITION

2. FLORIDA BUILDING CODE, BUILDING (FBC-B) 2017 EDITION

3. FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2017 EDITION

4. FLORIDA BUILDING CODE, FUEL GAS (FBC-FG) 2017 EDITION

5. FLORIDA BUILDING CODE, PLUMBING (FBC-P) 2017 EDITION

6. FLORIDA FIRE PREVENTION CODE, (FFPC) 2017 EDITION

7. NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION

OCCUPANCY CLASSIFICATION: R-2

TYPE OF CONSTRUCTION: TYPE III

BUILDING AREA SQ. FT. 101.5'x80' ~ 8120 GROSS

HEADER SCHEDULE BEAM CONSTRUCTION OR

HEADER NO. WALL TYPE BEARING LENGTH STEEL REINFORCEMENT STUD PACK

H-1 WOOD 6" MIN. 2 EA. 2"x10" W. 1/2" PLWD. 4 MIN.

FOR BID

JANUARY 2024

BATH ROOM 1 - LAYOUT

BATH ROOM 2 - LAYOUT

BATH ROOM 3 - LAYOUT

A

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B

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C

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ID DESCRIPTION MANUFACTURER MOUNTING HEIGHT MATERIAL DESCRIPTION

A 36" L, 1-1/2" DIAMETER BOBRICK 33" TO TOP TYPE 304, 18 GA. SS. SATIN FINISH

GRAB BAR W/ 3-1/4" DIAM. FLANGE,

" DEEP, 22 GA

W/ CONCEALED ANCHOR PLATE

B 42" L, 1-1/2" DIAMETER BOBRICK 33" TO TOP TYPE 304, 18 GA. SS. SATIN FINISH

GRAB BAR W/ 3-1/4" DIAM. FLANGE,

" DEEP, 22 GA

W/ CONCEALED ANCHOR PLATE

C SURFACE MOUNTED BRADLEY 1/2" ABOVE FRAMED W/ 1 PIECE, ROLLED-FORMED SS

MIRROR 18"Wx30"H SINK BACKSPLASH W/

" FACE AND MITERED END CORNERS.

DOUBLE STRENGTH CONTINUOUS INTEGRAL

STIFFENER ALL SIDES.

D WALL MOUNTED SCOTT 19" TO BOT DURABLE PLASTIC BODY W/ SMOKED

TOILET PAPER TRANSPARENT COVER. DISPENSES (2)

DISPENSER FULL 9.38" DIAMETER ROLLS.

E SURFACE MOUNTED N/A N/A N/A

SOAP DISPENSER

RESTROOM ACCESSORY SCHEDULE

PRE-FAB ADA

H/C SHOWER

STALL

PRE-FAB SOLID

PLASTIC

RESTROOM

PARTITION

WALLS (TYP)

PRE-FAB

SHOWER STALL

PRE-FAB

SHOWER STALL

PRE-FAB

SHOWER STALL

AutoCAD SHX Text

WH

AutoCAD SHX Text

WH

AutoCAD SHX Text

1. FOOTING SIZES AND REINFORCING ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF. ALL FOOTINGS SHALL BEAR ON COMPACTED FILL OR NATURAL SOIL PREPARED PER THE GEOTECHNICAL REPORT BY MAGNUM ENGINEERING SIGNED AND SEALED DATED JANUARY 29, 2019. 2. SUBGRADE PREPARATION SHALL BE FIELD CONTROLLED AND TESTED BY A LICENSED SOILS ENGINEER IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AT COMPLETION, THAT ENGINEER SHALL PREPARE AND SUBMIT TO THE OWNER, ARCHITECT, CONTRACTOR, AND STRUCTURAL ENGINEER A SIGNED AND SEALED LETTER INDICATING THAT THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT HAVE BEEN FOLLOWED. 3. TOP OF ALL FOOTINGS IS NOTED ON THE DRAWINGS.

AutoCAD SHX Text

1. USE AN EPOXY, ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS THE POWERS RAWL POWER-FAST SYSTEM, HILTI HIT HY150, ITW RAMSET/RED HEAD EPCON AT OR C6 INJECTION SYSTEM, ALLIED FASTERNER ALLIED GOLD A-1000, OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A 1/4" PILOT HOLE FOR EACHANCHOR. DO NOT CUT REINFORCING STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 3. DRILL 1/16" LARGER HOLE THAN ANCHOR BOLT AND 1/8" LARGER HOLE THAN REINFORCING BAR.THOROUGHLY CLEAN HOLE INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPOXY. 4. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS.

AutoCAD SHX Text FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

GOVERNING CODE - ASCE 7-10 BUILDING TYPE - ENCLOSED BUILDING CATEGORY - IV EXPOSURE CATEGORY - B BASIC WIND SPEED - V = 160 MPH MEAN ROOF HEIGHT - 25'-8" Kz/Kzt/Kd - 0.70 / 1.00 / 0.85 INTERNAL PRESSURE COEFFICIENT - GCPI ±0.18

101'-6"

101'-6"

SOUTH ELEVATION

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

NORTH ELEVATION

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

14' (TYP)

14' (TYP)

48" WIDE METAL PRE-FAB STAIR CASE

SECTIONAL ROLLUP DOOR (TYP)

METAL ROOF TO BE

DESIGNED BY METAL

BUILDING MANUFACTURER

24-GA ALUMINUM K-STYLE GUTTER & DOWNSPOUT

24-GA ALUMINUM K-STYLE GUTTER & DOWNSPOUT

DOWNSPOUT (TYP.)

BRICK SOLDIER COURSE (TYP)

BRICK SOLDIER COURSE (TYP)

BRICK WAINSCOT (TYP)

BRICK WAINSCOT (TYP)

80'-0"

WEST ELEVATION

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

BRICK WAINSCOT (TYP)

EAST ELEVATION

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

80'-0"

BRICK SOLDIER COURSE (TYP)

BRICK WAINSCOT (TYP)

UNDER COUNTER CABINETS

MICROWAVE W/EXHAUST FAN

(SUPPLIED BY OWNER;

CONTRACTOR PROVIDE EXTERIOR

WALL PENETRATION AND VENTING

TUBING FOR VENT)

KITCHEN ELEVATIONS

NOTE: OWNER TO SPECIFY CABINET TYPE,

COLOR, AND ARRANGEMENTS. ELEVATIONS

AS SHOWN ARE FOR SUGGESTIONS ONLY

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

KITCHEN ELEVATIONS

NOTE: OWNER TO SPECIFY CABINET TYPE,

COLOR, AND ARRANGEMENTS. ELEVATIONS

AS SHOWN ARE FOR SUGGESTIONS ONLY

STAINLESS STEEL UNDERMOUNT SINK

(HOUZER MEDALLION 32-INCH SINGLE BOWL)

AND DELTA ESSA SINGLE HANDLE FAUCET

SUPPLIED BY CONTRACTOR

OVEN/COOK TOP

(SUPPLIED BY OWNER)

UNDER COUNTER CABINETS

OVERHEAD CABINETS

OVERHEAD CABINETS

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

DISHWASHER (SUPPLIED BY

CONTRACTOR )

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877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

8' 0'

16'

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

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OPEN AREA

14" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

5/8" TYPE X GYPSUM

BOARD

GENERATOR ROOM

WOOD STAIR CASE.

BUILDING CROSS SECTION

3/4" CDX PLYWOOD FLOORING

SCREWED AND GLUED TO TOP

OF FLOOR TRUSSES

ENTRANCE

CORRIDOR

INTERIOR 6" 18 GA.

METAL STUD WALL

(2 HR FIRE RATED)

2"x4" INTERIOR

STUD WALL WITH

1/2" DRYWALL

22" ALPINE SYSTEM 42 4x2 FLOOR TRUSSES

SET @ 16" O.C.

HEADER VARIES (SEE SHEET A1.2)

5/8" TYPE X GYPSUM BOARD

A

A1.1

EXTERIOR STEEL BEAM

(SEE MANUFACTURER'S

SPECIFICATIONS)

DOUBLE 2"X6" TOP PLATE

DOUBLE 2"X6" TOP PLATE

4'

METAL ROOF TO BE

DESIGNED BY METAL

BUILDING MANUFACTURER

EXTERIOR

METAL

BUILDING

3/4" PLYWOOD BAND

2-LAYERS 5/8" TYPE X GYPSUM BOARD

(BOTH SIDES)

5/8" TYPE X GYPSUM BOARD

2-LAYERS 5/8" TYPE X GYPSUM BOARD

(BOTH SIDES)

2X4 STUD WALL W/

1/2" DRYWALL

TWO (2) - 2"x12" STAIR HEADER

4"x4" STEEL

COLUMN

R-13 BATT INSULATION IN ALL INTERIOR WALLS

" DRYWALL (CONSULT W/ OWNER FOR FINISH)

2x4 No. 2 SYP STUDS SPACED AT:

16" O.C. FOR NON LOAD BEARING WALL

1"x6" PINE FINGER BOARD

5/8" TYPE X GYPSUM BOARD

(CONSULT W/ OWNER ON FINISH)

TYPICAL STUD WALL DETAIL

2"x4" P.T. BASE PLATE

DOUBLE 2"x4" TOP PLATE

2"x12" P.T. BLOCKING BETWEEN

FLOOR TRUSSES

2"X8" P.T. @ 12" O.C.

6"X6" P.T. POST

DOUBLE 2"x10" SYP. PT

FRONT PORCH ROOF DETAIL

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SIMPSON LUS28 Z-MAX HANGARS

BUILDING EXTERIOR

6"X6" P.T. POST

1/2" RUBBER

EXPANSION JOINT

12"

OVERHANG

DOUBLE 2"x10" PT BOLTED

W/2 EA. 3/4" THRU BOLTS

2"x8" PT FACIA

W/ GALV. DRIP

EDGE

EXTEND 24 GA. METAL FLASHING BEHIND

METAL BUILDING SIDING AND OVER METAL

RAISED SEAM ROOF 6" MIN.

2"x12" LEDGER INSTALLED

BETWEEN FLOOR TRUSS

EXTERIOR METAL BUILDING

30"

PROVIDE 1 1/2" SQ. NOTCH AT

FOUNDATION PERIMETER (TYP.)

X

X

X X X X X X X

XXXXXXX

(1) #5 60 KSI BAR

SLOPE

12"

PORCH CROSS SECTION

J

A1.1

CONSTRUCT. 4" THICK 4000 PSI CONC. SLAB

W/6x6 10/10 WWM OVER 6 MIL VAPOR

BARRIER AND TERMITE TREATMENT

5'

BUILDING EXTERIOR

SIMPSON ABU66Z POST ANCHOR

W/

"X8" REDHEAD ANCHOR BOLT

SIMPSON H-2.5A HURRICANE CLIPS

TYP. EA. JOIST

CONSTRUCT 24 GA. METAL RAISED SEAM ROOF

W/ 3/4" PLWD SHEATHING WITH CLIPS AT

MIDSPAN AND PEEL AND SEAL. USE 10D NAILS

AT 6" O.C. EDGES AND 8" O.C. FIELD

HEADER DETAIL

N.T.S.

2X6's OR 2X4's @ 12" O.C. OR 16" O.C.

HEADER

DOOR (SEE SCHEDULE)

5/8" TYPE 'X'

GYPSUM BOARD

WOOD DOOR

FRAME AND TRIM

3/4" THICK CDX PLYWOOD

SCREWED W/ 3" DECK SCREWS @

8" O.C. PERIMETER

AND 12" O.C. FIELD W/GLUE

DOUBLE 2"x6" TOP PLATE

22" ALPINE FLOOR TRUSS SYSTEM 42

BOTTOM CHORD MOUNTED

W/BLOWN R-38 CELLULOSE

INSULATION

2"x6" STUDS SET @ 12" O.C.

CONNECTION DETAIL

@ INTERIOR WALLS

3/4" THICK CDX PLYWOOD

SCREWED W/ 3" DECK SCREWS @

8" O.C. PERIMETER

AND 12" O.C. FIELD W/GLUE

DOUBLE 2"x6" TOP PLATE

22" ALPINE FLOOR TRUSS SYSTEM 42

BOTTOM CHORD MOUNTED

SET AT 16" O.C.

5/8" TYPE 'X' GYPSUM BOARD

CONNECTION DETAIL

@ EXTERIOR WALLS

2"x6" STUDS SET @ 12" O.C.

EXTERIOR METAL

BULDING LINE

INTERIOR DOOR AND TRIM DETAIL

1"x2" PINE TRIM BOARD

1"x6" PINE FINGER BOARD

WOOD LATTICE

1"x4" No. 1 PINE TRIM BOARD

OWNER TO SPECIFY INTERIOR DOOR HARDWARE

1"x6" PINE FINGER BOARD

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SEAL

REVISIONS

NO. DESCRIPTION DATE

877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

4' 0'

8'

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

2'

A1.5

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AND DETAILS

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W/ #5 TRANSVERSE BARS @ 16" O.C.

CONSTRUCT 4" THICK

4000 PSI CONC. SLAB OUTSIDE OF ALL

TRUCK BAYS W/ 6x6 10/10 WWM OVER

6 MIL. VAPOR BARRIER AND

TERMITE TREATMENT

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SAW CUT CONTROL JOINT DETAIL

VAPOR BARRIER

CENTERLINE SLAB JOINT

GENERAL NOTES FOR FOUNDATION CONSTRUCTION

1. ALL CONSTRUCTION SHALL CONFORM

TO THE 2020 FLORIDA BUILDING CODE.

2. IN THE EVENT OF A CONFLICT BETWEEN

PLANS AND THE CODES, THE CODES

SHALL GOVERN.

3. CONCRETE: 4000 PSI STEEL: GRADE 60

ONLY

4. ASSUMED BEARING CAPACITY OF

EXISTING UNDISTURBED SOILS IS 1500

PSF MINIMUM.

5. ALL SELECT SAND FILL SHALL BE

COMPACTED TO 95% MAX. DRY

DENSITY MODIFIED PROCTOR PROVIDE

DENSITY TESTING AT 25' O.C. IN EACH

BUILDING FOOTER.

6. ALL LAP SPLICES IN FOOTING STEEL

SHALL BE LAPPED 24 BAR DIAMETERS.

7. STEEL IN INTERIOR GRADE BEAMS

SHALL BE SPLICED TO STEEL IN

EXTERIOR GRADE BEAMS TO ASSURE

CONTINUITY OF FOOTING

THROUGHOUT STRUCTURE.

8. ALL REINFORCED CONCRETE COVER

SHALL BE A MINIMUM OF 3" UNLESS

OTHERWISE NOTED IN PLANS.

9. EXTERIOR GRADE BEAMS SHALL RUN

CONTINUOUS AROUND THE PERIMETER

OF THE STRUCTURE TO ASSURE

CONTINUITY.

10. ALL CONCRETE SLABS SHALL HAVE

CONTROL JOINTS TO CONTROL

CRACKING SPACED MAXIMUM 20 FEET

IN EACH DIRECTION.

11. SOIL SHALL BE CHEMICALLY TREATED

FOR TERMITES.

12. SINCE THE SITE PLAN IS BASED ON

DATA PROVIDED BY THE OWNER, THE

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AT THE SITE PRIOR TO

BEGINNING CONSTRUCTION.

13. CONTRACTOR SHALL PROOF ROLL

ENTIRE FOUNDATION AREA W/ 4-10 TON

ROLLER AFTER STRIPPING SOIL AND

PRIOR TO DIGGING ANY FOUNDATION

FOOTERS

X X X X

X X X

IN TRUCK BAYS CONST. 6" THICK

4000 PSI CONC. SLAB IN TRUCK BAYS

W/ 6x6 10/10 WWM OVER 6 MIL. VAPOR

BARRIER AND TERMITE TREATMENT

COMPACT 12" THICK SELECT SAND

BELOW FOOTER TO 95%

MODIFIED PROCTOR

MAXIMUM DRY DENSITY

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C

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CONSTRUCT 4" THICK 4000 PSI CONC. SLAB

IN AREAS OUTSIDE OF TRUCK BAYS TYP.

W/ 6x6 10/10 WWM OVER 6 MIL. VAPOR

BARRIER AND TERMITE TREATMENT

TRUCK BAYS

ELEVATION VARIES

T

H K

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B

T

Y P

STL. COL. PER MFG.

3"

B

R I C

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COMPACT 12" THICK SELECT

SAND BELOW FOOTER TO 95%

MODIFIED PROCTOR

MAXIMUM DRY DENSITY (TYP.)

SLOPE TO PROVIDE

POSITIVE DRAINAGE

8 #5 BARS E/W

6'-0" SQ.

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4 #5 BARS CONTINUOUS

REFER TO SECTION 'C'

4000 PSI CONC. FOOTER W/6x6

10/10 WWM OVER 6 MIL VAPOR BARRIER

C

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REFER TO CAN AM MANUFACTURING

FOR ANCHOR BOLT CONFIGURATION

X

X

X

X X X X X X X

30"

B

R I C

K

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E CONSTRUCT. 4" THICK 4000 PSI CONC. SLAB

FOR AREAS OUTSIDE OF TRUCK BAYS AND

6" THICK 4000 PSI CONC. SLAB IN TRUCK BAYS

W/6x6 10/10 WWM OVER 6 MIL VAPOR

BARRIER AND TERMITE TREATMENT

USE 4 #5 BARS CONTINUOUS

AND USE #5 TRANSVERSE BARS

@ 16" O.C.

M

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A R

X

X

X X X X X X X

COMPACT 12" THICK SELECT SAND

BELOW FOOTER TO 95%

MODIFIED PROCTOR

MAXIMUM DRY DENSITY

COMPACT 12" THICK SELECT SAND

BELOW FOOTER TO 95%

MODIFIED PROCTOR

MAXIMUM DRY DENSITY

COMPACT 12" THICK SELECT SAND

BELOW FOOTER TO 95%

MODIFIED PROCTOR

MAXIMUM DRY DENSITY

30"

PROVIDE 1 1/2" SQ. NOTCH AT

FOUNDATION PERIMETER (TYP.)

X

X

X X X X X

XXXX

(1) #5 60 KSI BAR

SLOPE

12"

USE 4 #5 BARS CONTINUOUS

W/ #5 TRANSVERSE BARS @ 16" O.C.

USE 4 #5 BARS CONTINUOUS

W/ #5 TRANSVERSE BARS @ 16" O.C.

3" CLEAR

3" CLEAR

TRUCK BAYS

CONSTRUCT 4" THICK

4000 PSI CONC. SLAB OUTSIDE OF ALL

TRUCK BAYS W/ 6x6 10/10 WWM OVER

6 MIL. VAPOR BARRIER AND

TERMITE TREATMENT

6" 18 GA. 2-HOUR FIRE RATED

LOAD BEARING WALL SET STUDS @ 16" O.C.

(REFER TO MANUFACTURER'S CONSTRUCTION

SPECIFICATION FOR WALL INSTALLATION)

2"x6" LOAD BEARING STUD WALL

SET @ 16" O.C. WITH 1/2" FIRE

RATED SHEET ROCK

PANELING ON BOTH SIDES

INTERIOR GRADE BEAM CROSS SECTION

B

A1.2

PERIMETER GRADE BEAM CROSS SECTION

C

A1.2

INTERIOR GRADE BEAM AT LOAD BEARING WALL

D

A1.2

INTERIOR GRADE BEAM CROSS SECTION

E

A1.2

PERIMETER GRADE BEAM AT PORCH CROSS SECTION

F

A1.2

PERIMETER GRADE BEAM AT COLUMN CROSS SECTION

G

A1.2

CONSTRUCT. 4" THICK 4000 PSI CONC. SLAB

W/6x6 10/10 WWM OVER 6 MIL VAPOR

BARRIER AND TERMITE TREATMENT

STL. COL. PER MFG.

30"

PROVIDE 1 1/2" SQ. NOTCH AT

FOUNDATION PERIMETER (TYP.)

X

X

XXXXX

X X X X

(1) #5 60 KSI BAR

SLOPE

12"

PERIMETER GRADE BEAM AT PORCH CROSS SECTION

H

A1.2

CONSTRUCT. 4" THICK 4000 PSI CONC. SLAB

W/6x6 10/10 WWM OVER 6 MIL VAPOR

BARRIER AND TERMITE TREATMENT

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877 CR 393 North

Santa Rosa Beach, FL 32459

850.267.0759

EB 0008794

CLIFFORD L. KNAUER, P.E. 53930

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AutoCAD SHX Text PRE-ENGINEERED WOOD TRUSS FRAMING 1. THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND IT'S FASTENINGS" AND FLORIDA BUILDING CODE 2010 EDITION, AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE, CONNECTED WOOD TRUSS CONSTRUCTION. 2. IN ACCORDANCE WITH RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE THE TRUSS SYSTEM ENGINEER, A DELEGATED ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW TO ARCHITECT / ENGINEER FOR THE ASSEMBLAGE OF PREFABRICATED, ENGINEERED WOOD TRUSSES AND TRUSS GIRDERS, TOGETHER WITH ALL BRACING, CONNECTIONS AND OTHER STRUCTURAL ELEMENTS AND ALL SPACING AND LOCATION CRITERIA (TRUSS PLACEMENT PLAN), THAT, IN COMBINATION, FUNCTION TO SUPPORT THE DEAD, LIVE AND WIND LOADS APPLICABLE TO THE ROOF TRUSS SYSTEM, THE TRUSS SYSTEM DOES NOT INCLUDE WALLS, OR ANY OTHER STRUCTURAL SUPPORT SYSTEMS. THESE SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE TRUSS SYSTEM ENGINEER. 3. IN ACCORDANCE WITH RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE, THE TRUSS DESIGN ENGINEER, A DELEGATED ENGINEER, SHALL DESIGN THE INDIVIDUAL TRUSSES OF THE TRUSS SYSTEM, BUT DOES NOT DESIGN THE TRUSS SYSTEM. THE TRUSS DESIGN ENGINEER SHALL SUBMIT SHOP (PIECE) DRAWINGS AND CALCULATIONS FOR EACH DIFFERENT TRUSS AND TRUSS GIRDER THAT TOGETHER COMPRISE THE TRUSS SYSTEM. THESE SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEER. 4. THE TRUSS SYSTEM ENGINEER AND THE TRUSS DESIGN ENGINEER SHALL EACH BE RESPONSIBLE FOR THEIR OWN WORK. HOWEVER, THEY MAY BE THE SAME INDIVIDUAL PROVIDING TWO SEPARATE SERVICES. 5. THE LOADS, LAYOUTS AND CONNECTIONS PROVIDED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS ARE THE MINIMUMS TO BE FOLLOWED BY THE TRUSS SYSTEM ENGINEER AND THE TRUSS DESIGN ENGINEER. 6. USE STRESS-RATED TIMBER FOR ALL WOOD STRUCTURAL MEMBERS. USE WOOD STRUCTURAL MEMBERS WITH A MINIMUM BENDING STRESS OF 1200 PSI & MODULUS OF ELASTICITY NOT LESS THAN 1,400,000 PSI WHEN USED AT 19% MAXIMUM MOISTURE CONTENT. 7. PRESSURE TREATMENT OF ALL STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH AWPA STANDARDS C1 AND C2, LATEST EDITIONS WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5, LATEST EDITION. ALL LUMBER TO BE KILN-DRIED AFTER TREATMENT TO A MOISTURE CONTENT NOT TO EXCEED 19% OVEN-DRY BASIS, PER STANDARD C2. ALL LUMBER LESS THAN 4"x4" (NOMINAL SIZE) TO BE TREATED TO THE ABOVE GROUND REQUIREMENTS OF C2. 8. ANCHOR ROOF TRUSSES TO TOP PLATE W/ H-10 TRUSS CLIPS TYP.

AutoCAD SHX Text

9. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW TO ARCHITECT/ENGINEER FOR PRE-FABRICATED, ENGINEERED WOOD TRUSSES SHOWING ALL MATERIALS, CONNECTIONS, ERECTION PROCEDURE, BRACING, BRIDGING, ATTACHMENT TO THE STRUCTURE, DESIGN LOADS (INCLUDING CONCENTRATED LOADS DUE TO EQUIPMENT, ETC.). SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED, BY OR UNDER THE SUPERVISION OF AND SIGNED AND SEALED BY A DELEGATED ENGINEER, SEE NOTES "SHOP DRAWINGS AND OTHER SUBMITTALS". 10. THE DESIGN AND ERECTION OF WOOD TRUSSES, INCLUDING PERMANENT BRACING, SHALL CONFORM TO THE COMMENTARY AND RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE. THESE CALCULATIONS ARE TO BE PROVIDED BY THE TRUSS MANUFACTURER AND SUBMITTED AS STATED PREVIOUSLY ON THIS DRAWING. IN ADDITION TO CONTINUOUS LATERAL BRACING OF TOP AND BOTTOM CHORDS (DESIGNED BY DELEGATED ENGINEER BUT SPACED NOT MORE THAN 10'-0" O.C.). PROVIDE DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER) AS FOLLOWS: A. IN THE PLANE OF THE TOP CHORD - LOCATE BETWEEN LATERAL BRACING. SET AT 45°ANGLES.REPEAT AT MAX 20'-0" INTERVALS. B. IN THE PLANE OF THE WEB MEMBERS (PERPENDICULAR TO TRUSSES) - AT EACH WEB MEMBER REQUIRING CONTINUOUS LATERAL BRACING BUT NOT MORE THAN 16'-0" INTERVALS, SPACING BETWEEN SETS OF DIAGONALS SHALL NOT EXCEED 20'-0" OR TWICE THE HORIZONTAL RUN AT THE DIAGONAL. C. IN THE PLANE OF THE BOTTOM CHORD - PLACE BETWEEN CONTINUOUS LATERAL BRACING AT 45° ANGLES AT EACH END OF BUILDING.D. ANCHOR ALL DIAGONAL BRACING TO REINFORCED MASONRY WALLS OR REINFORCED CONCRETE MEMBERS WITH PRE-FABRICATED (MIN. 12 ga) GALVANIZED STEEL STRAPS OR FRAMING CONNECTORS. FASTEN STRAPS TO MASONRY WITH 2 1/2" MASONRY ANCHORS OR (4).17" x1 1/2" POWDER DRIVEN PINS IF INTO CONCRETE AND TO WOOD MEMBERS WITH NOT LESSTHAN (6) 16d NAILS. 11. MINIMUM DESIGN LOADS FOR ROOF TRUSSES: 50 PSF LIVE LOAD TOP CHORD 10 PSF DEAD LOAD TOP CHORD 5 PSF DEAD LOAD BOTTOM CHORD SEE ROOF FRAMING PLAN FOR NET WIND UPLIFT LOAD & WIND PRESSURES BASED ON ASCE7. THE WEIGHT OF ROOFING & CEILING MAY NOT BE USED TO REDUCE WIND UPLIFT LOADS.

AutoCAD SHX Text WOOD FRAMING & SHEATHING 1. WOOD CONSTRUCTION SHALL COMPLY WITH AF & PA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND CHAPTER 23 OF FBC. 2. MANUFACTURED LUMBER, S4S AND GRADESTAMPED, TO COMPLY WITH PS20 AND APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD OF REVIEW. 3. PROVIDE SEASONED LUMBER WITH 19% MOISTURE CONTENT AT THE TIME OF DRESSING AND SHIPMENT, FOR SIZES 2" OR LESS IN THICKNESS. 4. COMPLY WITH "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED ROOF TRUSSES". 5. ALL STRUCTURAL LUMBER TO BE MIN SOUTHERN YELLOW PINE NO. 2 S4S, GRADESTAMPED. ALL OTHER LUMBER PER ARCHITECTURAL SPECIFICATIONS. 6. USE LUMBER WITH MINIMUM Fb 1050 / 1200 PSI FOR SINGLE/REPETITIVE USE AND A MOULES OF ELASTICITY, "E" OF 1,200,000 PSI (FOR WALLS AND BEAMS). PARALLEL STRAND LUMBER SHALL HAVE MINIMUM Fb 2900 PSI, Ex2,000,000 PSI & Fv x 290 PSI. EXTERIOR STUD WALLS TO BE CONSTRUCTED USING TIMBERSTRAND LSL. 7. AT ALL BUILT-UP WOOD AND BEAM BEARING LOCATIONS A MINIMUM OF (4) 2x6 STUD MEMBERS TO BE USED U.O.N. 8 MICRO-LAM LVL BEAMS USED AS MULTIPLE ASSEMBLY BEAMS TO BE CONNECTED WITH 3 ROWS OF 16d NAILS @ 12" O.C. 9. ONE PIECE OF 3 1/2" THICK MICRO-LAM LVL MAY BE SUBSTITUTED FOR TWO PIECES OF 1 3/4". 10. THE INDIVIDUAL STUDS OF BUILT-UP COLUMNS TO BE ADEQUATELY FASTENED TO DEVELOP COMPOSITE ACTION OF THE ASSEMBLY. 11. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS, U.O.N. 12. AT ALL BUILT-UP WOOD COLUMNS USE (2) HUGHES AS 5B ANCHOR TIE DOWNS OR EQUIV. AT BASE AND AT TOP OF BUILT-UP COLUMN. BEAMS OR TRUSS GIRDERS BEARING ON BUILT-UP COLUMNS TO BE ANCHORED W/WWUC WOOD TO WOOD UPLIFT CONNECTOR. 13. USE MANUFACTURERS REQUIRED SIZE AND NUMBER OF NAILS OR BOLTS FOR ANCHOR TIE DOWNS, HURRICANE CLIPS AND ALL CONNECTORS. 14. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES AND SUPPORTING MEMBERS USING FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE THE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. 15. 3/4" PLYWOOD ROOF SHEATHING TO BE APA RATED 32/16 EXPOSURE I NAILED TO SUPPORTING MEMBERS WITH 10d NAILS @ 8" O.C. AND 4" O.C. ALONG THE EDGES. PROVIDE 1/16"SPACE AT END JOIST AND 1/8" AT EDGE JOINTS. PROVIDE PLY CLIPS ALONG EDGE JOINT AT MID SPAN BETWEEN SUPPORTS. 16. 3/4" PLYWOOD WALL SHEATHING TO BE NAILED TO WALL STUDS WITH 10d NAILS @ 8" O.C. AND 4" O.C. ALONG THE EDGES WITH CLIPS. 17. GYPSUM WALL SHEATHING AT EXTERIOR WALLS, LOAD BEARING WALLS AND INTERIOR WALLS INTERSECTING WALLS TO BE BLOCKED AND SECURED TO STUDS WITH DRYWALL NAILS AT 7" O.C. AND 4" O.C. ALONG THE EDGES. 18. PROVIDE CONT. LATERAL BRACING AND/OR BLOCKING BETWEEN CHORDS OF TRUSSES AS REQUIRED OR AS NOTED BY TRUSS MANUFACTURER TO ADEQUATELY TRANSFER LOADS TO SHEAR WALLS.

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19. CONTRACTOR TO VERIFY THAT HURRICANE CLIPS/TIE DOWNS SHOWN WILL RESIST WIND UPLIFT CONTRACTOR TO VERIFY THAT HURRICANE CLIPS/TIE DOWNS SHOWN WILL RESIST WIND UPLIFT FROM ROOF TRUSSES. IF UPLIFT VALUE FROM ROOF TRUSS MANUFACTURER EXCEEDS CAPACITY OF THE HURRICANE CLIPS/TIE DOWN, THE CONTRACTOR SHALL PROVIDE A CONNECTOR TO SAFELY RESIST THE UPLIFT LOADS. 20. PLACE FLAT STRAPPING BETWEEN STUDS AT ENDS OF ALL BEAM BEARING LOCATIONS, W/ 1 1/4"x30"x16 GA FLAT STRAP W/ (24) 10d NAILS TO BE PLACED AT ENDS OF BUILT-UP WOOD BEAMS. 21. ANCHOR BOLTS TO BE 1/2"x10" LONG W/ 2" SQ. WASHERS & SPACED 24" O.C. U.O.N. FIRST ANCHOR BOLT IS TO BE PLACED MAX 4" FROM EACH CORNER. 22. EXTERIOR END WALLS AT VAULTED OR CATHEDRAL CEILING LOCATIONS TO BE BALLOON FRAMED FROM SILL PLATE TO ROOF DIAPHRAGM. 23. PROVIDE THREADED ROD TIE-DOWN SYSTEM AT LOCATIONS NOTED ON PLANS. 24. ALL PRESSURE TREATED LUMBER TO BE ALKALINE COPPER QUAT (ACQ) TREATED, KILN DRIED AND CONNECTED WITH STAINLESS STEEL FASTENERS. 25. ALL CONNECTORS AND PLATES SHALL BE STAINLESS STEEL U.O.N. TRUSS PLATES AT INTERIOR LOCATIONS MAY BE GALVANIZED. 26. AT ENDS OF ALL SHEAR WALLS PLACE MIN. (3) BUILT-UP STUD GROUP. INSTALL SIMPSON HD101 HOLDDOWN ANC. AT BUILT-UP STUD GROUP ENDS OF SHEAR WALLS TO PROVIDE CONTINUOUS LOAD PATH FROM FRAMING LEVEL TO PRE-CAST BEAM LEVEL. 27. EXTERIOR WALLS TO BE FRAMED WITH TIMBERSTRAND LSL WALL STUDS AT ALL LOCATIONS. PROVIDE 1 ROW OF TIMBERSTRAND LSL BLKG. FOR WALLS UP TO 14' HIGH AND 2 ROWS FOR WALLS GREATER THAN 14' HIGH, NAIL STUDS TO PLATES W/ (3) 16d (3 1/2") END NAILS. 2x6 MEMBERS @ 12" O.C. TO BE USED FOR WALLS UP TO 14'-0". FOR END WALLS AND GABELS PROVIDE 3x6 MEMBERS @ 12" O.C. 28. THE ENGINEER SHOULD BE NOTIFIED OF ANY DEVIATIONS FROM THE PLANS OR TRUSS SHOP DRAWINGS. 29. PERMANENT TRUSS BOTTOM CHORD LATERAL BRACING, CONSISTING OF 2x4 GRADE MARKED LUMBER, NAILED W/ MIN. (2) 16d NAILS PER TRUSS AND LAPPED AT LEAST TWO TRUSSES, SHALL BE SPACED NO GREATER THAN 15'-0". 30. PRE-ENGINEERED TRUSS BRACING PER TRUSS MANUFACTURER TO BE A MINIMUM OF 2x4 OF THE SAME SPECIES AS TRUSS. 31. CEILING TO BE A MINIMUM OF 1/2" GYPSUM WITH 5d COOLER NAILS OR GWB-54 1 1/2" NAILS INSTALLED AT 10" O.C. AND 7" ALONG EDGES. 32. ALL TIMBER PRODUCTS SHALL BE INSPECTED IN ACCORDANCE WITH SECTION 951 AND SHALL MEET SPECIFICATIONS UNDER SECTION 952, 953, 954, AND 955 OF THE 2013 FDOT STANDARD SPECIFICATIONS. 33. CONTRACTOR MAY USE ALTERNATE STRAP AND ANCHOR MANUFACTURER FOR CONNECTIONS AND SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER OF RECORD FOR APPROVAL.

AutoCAD SHX Text SHALLOW FOUNDATIONS: 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2017 FLORIDA BUILDING CODE. 2. IN THE EVENT OF A CONFLICT BETWEEN PLANS AND THE CODES, THE CODES SHALL GOVERN. 3. CONCRETE: 3500 PSI STEEL: GRADE 60 ONLY 4. FOUNDATION DESIGN, SOIL PREPARATION AND COMPACTION ARE ASSUMED 1500 PSI BEARING CAPACITY. 5. ALL SELECT SAND FILL SHALL BE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR PROVIDE DENSITY TESTING AT 25' O.C. IN EACH BUILDING FOOTER. 6. ALL LAP SPLICES IN FOOTING STEEL SHALL BE LAPPED 24 BAR DIAMETERS. 7. STEEL IN INTERIOR GRADE BEAMS SHALL BE SPLICED TO STEEL IN EXTERIOR GRADE BEAMS TO ASSURE CONTINUITY OF FOOTING THROUGHOUT STRUCTURE. 8. ALL REINFORCED CONCRETE COVER SHALL BE A MINIMUM OF 3" UNLESS OTHERWISE NOTED ON PLANS. 9. EXTERIOR GRADE BEAMS RUN CONTINUOUS AROUND THE PERIMETER OF THE STRUCTURE TO ASSURE CONTINUITY. 10. ALL CONCRETE SLABS SHALL HAVE CONTROL JOINTS TO CONTROL CRACKING SPACED MAXIMUM 25 FEET IN EACH DIRECTION. 11. SOIL SHALL BE CHEMICALLY TREATED FOR TERMITES. 12. SINCE SITE PLAN IS BASED ON DATA PROVIDED BY THE OWNER, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE PRIOR TO BEGINNING CONSTRUCTION.

AutoCAD SHX Text CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BOLTS,THREADED BARS & ANCHOR BOLTS 1. USE AN EPOXY, ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS THE POWERS RAWL POWER-FAST SYSTEM, HILTI HIT HY150, ITW RAMSET/RED HEAD EPCON AT OR C6 INJECTION SYSTEM, ALLIED FASTERNER ALLIED GOLD A-1000, OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A 1/4" PILOT HOLE FOR EACHANCHOR. DO NOT CUT REINFORCING STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 3. DRILL 1/16" LARGER HOLE THAN ANCHOR BOLT AND 1/8" LARGER HOLE THAN REINFORCING BAR.THOROUGHLY CLEAN HOLE INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPOXY. 4. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS.

CONCRETE MASONRY 1. CONSTRUCT MASONRY IN ACCORDANCE WITH SPECIFICATION SECTIONS 04200 AND 04230, ACI 530/ASCE 5, "BUILDING CODE REQUIREMENTS FOR CONCRETE M530.1 / ASCE 6,"SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY". 2. THE STRUCTURE IS SUPPORTED BY BEARING WALLS, U.O.N. ERECT MASONRY PRIOR TO CASTING CONCRETE COLUMNS WITHIN BEARING WALLS OR CASTING BEAMS AND SLABS SUPPORTED BY BEARING WALLS. 3. USE 50% SOLID, NOMINAL 8X8X16, CONCRETE MASONRY UNITS CONFIRMING TO ASTM C90. LAY UP UNITS IN RUNNING BOND. SAWCUT UNITS WHICH ARE NOT IN MULTIPLES OF 8". UNITS SHALL BE AT LEAST 8" LONG. BAND CORNERS BY LAPPING ENDS 8" IN SUCCESSIVE VERTICAL COURSES. DESIGN OF WALLS IS BASED ON A F'm OF 1500 PSI. 4. USE TYPE S MORTAR IN ACCORDANCE WITH ASTM C270 EXCEPT USE TYPE M MORTAR BELOW GRADE. HEAD AND BED JOINTS SHALL BE 3/8" FOR THE THICKNESS OF THE FACE SHELL. WEBS ARE TO BE FULLY MORTARED IN ALL COURSES OF PIERS, COLUMNS AND PILASTERS, IN THE STARTING COURSE, AND WHERE AN ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR PROTRUSIONS EXTENDING 1/2" OR MORE INTO CELLS TO BE GROUTED. 5. USE STANDARD (9 GAGE) HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A-82 IN EVERY OTHER COURSE. OVERLAP DISCONTINUOUS ENDS 6". USE PREFABRICATED CORNERS. USE TRUSS TYPE, EXCEPT USE LADDER TYPE IN WALLS WITH VERTICAL REINFORCING. EXTEND JOINT REINFORCING A MINIMUM OF 4" INTO TIE COLUMNS. 6. USE FINE GROUT CONFORMING TO ASTM C-476, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. AGGREGATE TO CONFORM TO ASTM C404 FOR FINE GROUT, WITH SLUMP OF 8" TO 10". GROUT ALL MASONRY CELLS. ALLOW MORTAR TO CURE 24 HOURS PRIOR TO GROUTING. PROVIDE CLEANOUT OPENINGS AT THE BASE OF CELLS CONTAINING REINFORCING STEEL TO CLEAN THE CELL AND TO TIE THE VERTICAL BAR TO THE DOWEL. IN HIGH-LIFT GROUTING, USE 5'-0" (MAXIMUM) LIFTS, WITH 1/2" HOUR TO 1 HOUR BETWEEN LIFTS. VIBRATE EACH LIFT AND RECONSOLIDATE THE PREVIOUS LIFT. 7. USE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCE WALLS WHERE INDICATED ON THE DRAWINGS AND AT ALL INTERSECTIONS, EACH SIDE OF OPENINGS AND AT THE ENDS OF WALLS. USE BAR SPACERS AT 10'-0" O.C. WHERE GROUT POUR HEIGHT EXCEEDS 10'-0". 8. AT BOND/TIE BEAM CORNERS AND INTERSECTIONS, PLACE 1 #5 X 5'-0" T & B CORNER BAR, WITH 30" LEGS EACH WAY, AT THE EXTERIOR FACE. 9. BEAMS NOT SCHEDULED ARE MINIMUM 8" X 12" TIE BEAMS WITH 2 #5 BARS TOP AND BOTTOM AND #3 TIES SPACED AT 48" O.C. TYPICAL AND 4 TIES AT 12" O.C. AT ENDS AND INTERSECTIONS, U.O.N. COLUMNS NOT SCHEDULED ARE MINIMUM 8" X 12" TIE COLUMNS WITH 4 #5 VERTICAL BARS AND #2 TIES AT 12" O.C. USE 30" LAP SPLICES. HOOK ALL BARS AT DISCONTINUOUS ENDS. 10. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY AN ENGINEER OR ARCHITECT IN ACCORDANCE WITH ACI 530.1/ASCE 6. 11. WHERE ANCHOR BOLTS, WEDGE ANCHORS OR ANCHORS SET IN EPOXY ARE SET IN A MASONRY WALL, FILL CELLS WITH GROUT FOR BOLTED COURSE, ONE COURSE ABOVE AND TWO COURSES BELOW. 12. PROVIDE LINTELS OR HEADERS WITH MINIMUM 8" BEARING OVER ALL MASONRY OPENINGS. 13. USE PRESSURE TREATED WOOD FOR WOOD IN CONTACT WITH MASONRY. 14. ALL CELLS SHALL BE SOLID FILLED W/ GROUT CONFORMING TO ASTM C-476. 15. ALL P.T. FURRING SHALL BE ANCHORED W/ 2 1/2" TAPCON SCREWS @ 16" O.C. TYP.

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877 CR 393 North

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850.267.0759

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OCCUPANCY CLASSIFICATION GROUP B - BUSINESS

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MAXIMUM OCCUPANT LOAD 49 (TABLE 1006.2.1)

MAXIMUM EGRESS TRAVEL DISTANCE100 FT (TABLE 1006.2.1)

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