Grace church pavilion_Bid Package by Nicola Vega

SHEET NAME SITE PLAN FOUNDATION PLAN FLOOR PLAN ROOF PLAN ELECTRICAL PLAN WEST/EAST ELEVATION NORTH/SOUTH ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS FOUNDATION ISOMETRIC INTERIOR PERSPECTIVES KITCHEN & RAMP ISOMETRIC GENERAL NOTES FLOOR FRAMING PLAN WALL SECTIONS

MARK

TREC No.

Date Printed

Date Issued

Approved by

CVR COVER SHEET

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

Outdoor Pavillion

COVER SHEET

DRAWING INDEX A-100 A-101 A-102 A-103 A-104 A-201 A-202 A-301 A-302 A-901 A-902 A-903 S-001 S-101 S-601

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBIITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION.

SHEET LIST

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

6901 CONCORD RD. SAVANNAH GA 31410

GRACE CHURCH OF THE ISLANDS OUTDOOR PAVILION

FOR BID ONLY

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:49:33 PM 11-13-2014

Checked by

Approver

1 SITE 1" = 20'-0" COPYRIGHT C 2009 THOMAS-REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY MARK

TREC No.

Date Printed

Date Issued

Approved by

1" = 20'-0"

SITE PLAN

A-100

SITE PLAN

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:04 PM 11-13-2014

Checked by

Approver

STAIR PAD

BRICK CLADDING

FOUNDATION 1 1/4" = 1'-0" 7' - 6"

7' - 6"

9' - 5 11/32"

REINFORCED FIRE PLACE FOUNDATION SLAB 7' - 6"

9' - 5 11/32" 7' - 6" 7' - 6"

4" THICK CONCRETE SLAB FOR STORAGE

FLOOR ABOVE

HOG FENCING

STAIR PAD

8" X 8" X 8" CMU PIERS

12" X 8" X 12" CMU PIERS STAIR PAD

RAMP PAD

36" X 36" X 12" CONCRETE FOOTINGS

MARK

TREC No.

Date Printed

Date Issued

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

6 DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBIITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION.

7' - 6"

9' - 5 11/32"

Approved by

A-101 1/4" = 1'-0"

FOUNDATION PLAN

9' - 2"

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

9' - 2"

7' - 6"

FOR BID ONLY

7' - 6"

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:05 PM 11-13-2014

Checked by

Approver

15' - 0"

30' - 0"

7' - 6"

15' - 0"

A-202

9' - 5 11/32"

7' - 6"

DESIGN REVIEW 7' - 6"

7' - 6"

STORAGE BAYS BELOW

7' - 6"

30' - 0"

7' - 6"

A-201

9' - 2"

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

G 7' - 6"

BARN DOOR

DINING / FLEX SPACE 267 SF

NUMBER 1 2 3 4 5 6 7

NAME W.C. 1 W.C. 2 STORAGE DINING / FLEX SPACE KITCHEN HALLWAY OPEN PAVILION AREA

7' - 6"

STORAGE 130 SF

ROOM SCHEDULE

ISLAND

3' - 4 1/2"

RAMP

1 A-301

AREA 63 SF 65 SF 130 SF 267 SF 208 SF 62 SF 2042 SF 2838 SF

DOOR SCHEDULE 30' - 0"

14' - 6 1/8"

COUNT 1 1 1 1

DESIGNATION 2 2 1 3

WIDTH 3' - 0" 3' - 0" 6' - 0" 11' - 6"

HEIGHT 6' - 8" 6' - 8" 6' - 8" 7' - 0"

LOCATION W.C. W.C. STORAGE DINING AREA/KITCHEN

2 7' - 6"

REF.

HALLWAY 62 SF

3 KITCHEN 208 SF

7' - 6"

ICE.

W.C. 2 65 SF

WINDOW SCHEDULE

SOUND DAMPENING INSULATION

K 8' - 11 19/32"

4' - 2 25/32"

13' - 8"

FLOOR PLAN 1/4" = 1'-0"

2 A-301

MARK

1409-1442-01

A-202

COUNT 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DESIGNATION 4 4 4 4 1 1 1 1 2 2 2 2 3 3

WIDTH 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 10' - 0" 10' - 0"

HEIGHT 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 5' - 0" 5' - 0"

SILL HEIGHT 0' - 2" 0' - 2" 0' - 2" 0' - 2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0"

LOCATION CUPOLA CUPOLA CUPOLA CUPOLA WESTERN FACADE WESTERN FACADE WESTERN FACADE WESTERN FACADE SOUTHERN FACADE SOUTHERN FACADE SOUTHERN FACADE SOUTHERN FACADE KITCHEN/DINING KITCHEN/DINING

Date Printed

W.C. 1 63 SF

REVISIONS DATE DESCRIPTION

TREC No.

0' - 6"

A-302

7' - 0"

7' - 3"

A-201 1

20' - 0"

9' - 2"

OPEN PAVILION AREA 2042 SF

FLOOR PLAN

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Grace Church of the Islands

Engineering Consultants, Inc.

Thomas & Reel

6901 CONCORD RD. SAVANNAH GA 31410

Outdoor Pavillion

FOR BID ONLY

11/13/2014 1:48:07 PM

Date Issued

11-13-2014

Designer

Checked by

Checker

Approved by

Approver

A-102 1/4" = 1'-0" FLOOR PLAN

ROOF PLAN 1 1/4" = 1'-0" 6" / 1'-0" 6" / 1'-0"

MARK

TREC No.

Date Printed

Date Issued

A-103 1/4" = 1'-0"

ROOF PLAN

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

9" / 1'-0"

6" / 1'-0"

9" / 1'-0"

6" / 1'-0"

FOR BID ONLY

9" / 1'-0"

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:08 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

7' - 6"

STORAGE BAYS BELOW

7' - 6"

OPEN PAVILION AREA 2042 SF

9' - 2"

20' - 0"

9' - 2"

G DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

7' - 6"

(5)

WALL MOUNTED RECEPTACLE (DUPLEX)

(8)

WALL MOUNTED RANGE RECEPTACLE (SINGLE)

(1)

WALL MOUNTED ELECTRICAL PANEL

(1)

WALL MOUNTED LIGHT FIXTURE (INTERIOR)

(12)

WALL MOUNTED LIGHT FIXTURE (EXTERIOR)

(2)

WALL MOUNTED SPOT LIGHT FIXTURE (EXTERIOR)

(8)

STEP LIGHT FIXTURE (EXTERIOR)

(9)

RAMP

7' - 6"

W.C. 1 63 SF

HALLWAY 62 SF

(10)

(5)

W.C. 2 65 SF

(9) R

CEILING MOUNTED EXHAUST FAN

(2)

TRACK LIGHTING

(5)

SOUND DAMPENING INSULATION

ELECTRICAL PLAN 1/4" = 1'-0"

FOR BID ONLY

RECESSED CAN LIGHT FIXTURE

1409-1442-01 11/13/2014 1:48:11 PM

J 7' - 6"

CEILING FAN WITH LIGHT FIXTURE

MARK

Date Printed KITCHEN 208 SF

PENDANT LIGHT FIXTURE (EXTERIOR)

REVISIONS DATE DESCRIPTION

TREC No.

WALL MOUNTED SWITCH (DOUBLE)

30' - 0"

(3)

7' - 6"

WALL MOUNTED SWITCH (SINGLE)

(2)

COUNT WEATHERPROOF IN-FLOOR DUPLEX RECEPTACLE

DINING / FLEX SPACE 267 SF

STORAGE 130 SF

ELECTRICAL PLAN

9' - 5 11/32"

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

9' - 5 11/32"

Grace Church of the Islands

9' - 5 11/32"

Engineering Consultants, Inc.

7' - 6"

Thomas & Reel

DESIGN REVIEW

6901 CONCORD RD. SAVANNAH GA 31410

7' - 6"

15' - 0"

Outdoor Pavillion

30' - 0"

15' - 0"

Date Issued

11-13-2014

Designer

Checked by

Checker

Approved by

Approver

A-104 1/4" = 1'-0" ELECTRICAL PLAN

REAR ELEVATION (EAST) 1/4" = 1'-0"

B CUPOLA ROOF 39' - 0"

CUPOLA 34' - 6"

PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

FRONT ELEVATION (WEST) 1/4" = 1'-0"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

A-302

CUPOLA ROOF 39' - 0"

CUPOLA 34' - 6"

HORIZONTAL SLIDER WINDOWS

PAVILION ROOF 23' - 7" MARK

TREC No.

Date Printed

Date Issued

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

Outdoor Pavillion

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

A-201 1/4" = 1'-0"

WEST/EAST ELEVATION

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

19' - 2 3/8"

FOR BID ONLY

10' - 0"

DESIGN REVIEW

A-302

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:24 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

2 SOUTH FACADE 1/4" = 1'-0"

2 3 4 5 6 CUPOLA 34' - 6"

7 PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

NORTH FACADE 1/4" = 1'-0"

A-301

CUPOLA ROOF 39' - 0"

CUPOLA 34' - 6"

5 S-601

PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

MARK

TREC No.

Date Printed

Date Issued

A-202 1/4" = 1'-0"

NORTH/SOUTH ELEVATIONS

Grace Church of the Islands NORTH/SOUTH ELEVATIONS

CUPOLA ROOF 39' - 0"

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

6901 CONCORD RD. SAVANNAH GA 31410

Outdoor Pavillion

A-301 DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBIITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION.

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY

10' - 0"

19' - 0 7/8"

8 2

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:36 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

A B

LONGITUDINAL SECTION 1/4" = 1'-0"

D E

A-301

PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7"

1 S-601

F G H

SUBFLOOR 12' - 6 1/2"

LATERAL SECTION @ KITCHEN/W.C. 1/4" = 1'-0"

A-302

A-301

J K

CUPOLA ROOF 39' - 0"

1 5

S-601

PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

MARK

TREC No.

Date Printed

Date Issued

A-301 1/4" = 1'-0"

BUILDING SECTIONS

Grace Church of the Islands BUILDING SECTIONS

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

4 DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBIITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION.

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:38 PM 11-13-2014

Checked by

Approved by

1 LATERAL SECTION 1/4" = 1'-0"

6 5 4 3 2

CUPOLA ROOF 39' - 0"

CUPOLA 34' - 6"

PAVILION ROOF 23' - 7"

FINISHED FLOOR 13' - 7" SUBFLOOR 12' - 6 1/2"

A-301

MARK

TREC No.

Date Printed

Date Issued

A-302 1/4" = 1'-0"

BUILDING SECTIONS

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:39 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

1 3D SECTION OF FOUNDATION & FLOOR FRAMING COPYRIGHT C 2009 THOMAS-REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY MARK

TREC No.

Date Printed

Date Issued

A-901

FOUNDATION ISOMETRIC

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:45 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

2 View of Kitchen MARK

TREC No.

Date Printed

Date Issued

Approved by

A-902

INTERIOR PERSPECTIVES

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

View of Picnic area/Fireplace

FOR BID ONLY

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:48:57 PM 11-13-2014

Checked by

Approver

1 3D Isometric Kitchen & Ramp COPYRIGHT C 2009 THOMAS-REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY MARK

TREC No.

Date Printed

Date Issued

Approved by

A-903

KITCHEN & RAMP ISOMETRIC

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:49:05 PM 11-13-2014

Checked by

Approver

1 Framing Isometirc COPYRIGHT C 2009 THOMAS-REEL ENGINEERING CONSULTANTS, INC.

FOR BID ONLY MARK

TREC No.

Date Printed

Date Issued

Approved by

A-904

FRAMING ISOMETRIC

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:49:10 PM 11-13-2014

Checked by

Approver

CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED FOR BY LAW AND AS DIRECTED BY FUNDING INSTITUTION. COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT.

PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST GROUND. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED.

DESIGN CRITERIA

GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES BEFORE STARTING WORK; NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES.

1. FLOOR DEAD LOADS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC 2012 CODE, OSHA, ACI, AISC AND AITC CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS.

20 PSF ACTUAL WEIGHT ACTUAL WEIGHT

GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS.

2. FLOOR LIVE LOADS: 40 PSF 20 PSF 10 PSF 40 PSF 60 PSF 200#

CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING FOR STRUCTURE AND ITS INDIVIDUAL MEMBERS SO THAT IT WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRES ADDITIONAL TEMPORARY SUPPORTS TO MAINTAIN STABILITY BEFORE COMPLETION. ROOF DECKING AND WALL SHEATHING WILL BE INSTALLED AND ALL JOISTS AND GIRDERS SECURED PRIOR TO TEMPORARY BRACING REMOVAL.

3. ROOD DEAD LOADS:

TEMPORARY BRACING DESIGN, INSTALLATION AND MAINTENANCE WILL BE AT ALL TIMES THE RESPONSIBILITY OF THE CONTRACTOR AND/OR ERECTOR. TEMPORARY BRACING IS NOT A DESIGN FUNCTION OF THE STRUCTURAL ENGINEER.

2.0 PSF 2.0 PSF 6.0 PSF 9.0 PSF 5.0 PSF 5.0 PSF ACTUAL WEIGHT

REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS RESULTS AND SOIL PREPARATION REQUIREMENTS. LIVE LOADS: 20 PSF Lr = 20 X R1 R1 = 1.2 - 0.001A1 (400 SF 16 PSF) 12 PSF

OVER 600 S.F.

PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, FOREIGN OBJECTS AND DEBRIS. SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE STORM WATER RUN-OFF.

5. WIND LOADS: (WIND ZONE 1) 3 SECOND GUST WIND SPEED (FIG. 1609) EQUIVALENT BASIC WIND SPEED (TAB. 1609.3.1)

IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER.

V3s = 130 M.P.H. Vfm = 114 M.P.H.

ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACK FILLED WITH APPROVED SUITABLE BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557.

ROOF NET UPLIFT = 20 P.S.F. (NOT WITHIN 1 MILE OF COASTAL MEAN HIGH WATER LINE) WIND LOADS PER IBC 2012 WINDOW AND DOOR DP RATINGS PER IBC-2012

WIND ZONE - OCEANFRONT

130 MPH (B EXPOSURE) BASIC WIND SPEED - MPH 3 SECOND GUST

130 MPH (C EXPOSURE) BASIC WIND SPEED - MPH 3 SECOND GUST

MRH

ZONE(4)

ZONE(5)

MRH

ZONE(4)

ZONE(5)

15' 20' 25' 30' 35' 40' 45' 50'

DP35 DP35 DP35 DP35 DP35 DP40 DP40 DP40

DP45 DP45 DP45 DP45 DP45 DP45 DP50 DP50

15' 20' 25' 30' 35' 40' 45' 50'

DP40 DP45 DP45 DP50 DP50 DP50 DP55 DP55

DP50 DP55 DP55 DP60 DP60 DP65 DP65 DP65

EQ. EQ.

(1/2) (1/2)

A 1ST FLOOR

A = MRH (MEAN ROOF HEIGHT)

ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF 95% IN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE FOOTINGS AND SLABS. ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS DENSITY (IN ACCORDANCE WITH ASTM D-1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY.

DESIGN PRESSURE VALUES LISTED IN TABLE ARE POUNDS/SQUARE FOOT (PSF)

1ST FLOOR

FLOOR JOINTS SHALL BE LOCATED AS RECOMMENDED BY ACI 318. CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED FOR WORK SEQUENCE .

WALLS, FLOORS AND ROOF FRAMING GENERAL NOTES: COORDINATE LAYOUT OF FRAMING MEMBERS WITH ALL TRADES TO INSURE THAT JOISTS, RAFTERS AND PLATES ARE NOT EXTENSIVELY NOTCHED, CUT OR BORED. REFER TO IBC 2012 CODE, ICC-600 AND AITC MANUAL FOR ALLOWABLE CUTTING NOTCHING AND BORING OF FRAMING MEMBERS. TRUSSES SHALL NOT BE CUT, NOTCHED OR BORED WITHOUT ARCHITECT'S APPROVAL.

NAILING SCHEDULE (PER ICC-600) (APPLIES UNLESS NOTED OTHERWISE ON DRAWINGS) CONNECTION

FASTENER

NUMBERS OR SPACING

JOIST TO BAND JOIST, FACE NAIL JOIST TO SILL OR GIRDER, TOE-NAIL

16D COMMON 8D COMMON

BRIDGING TO JOIST, TOENAIL EACH END LEDGER STRIP

8D COMMON 16D COMMON

3 3 2

1x6 OR LESS SUB FLOOR TO EACH JOIST, FACE NAIL OVER 1x6 SUB FLOOR TO EACH JOIST, FACE NAIL 2" SUB FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL

8D COMMON 8D COMMON 16D COMMON 16D COMMON

TOP OR SOLE PLATE TO STUD, END NAIL

16D COMMON

STUD TO SOLE PLATE, TOE NAIL DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATES, FACE NAIL TOP PLATES, LAP AND INTERSECTIONS FACE NAIL CONTINIOUS HEADER, TWO PIECES

8D COMMON 10D COMMON 10D COMMON -

ALL PLYWOOD SHEATHING WILL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND WILL MEET THE REQUIREMENTS OF PS1-83 OR APA PRP-108. ALL PANELS PERMANENTLY EXPOSED TO THE WEATHER WILL BE CLASSIFIED "EXTERIOR". APPLICATION WILL BE IN ACCORDANCE WITH RECOMMENDATIONS PLYWOOD ASSOCIATION. ALL OSB BOARD SHEATHING WILL BE "EXTERIOR GRADE" EXCEPT ON INTERIOR WALLS.

CEILING JOIST TO PLATE, TOENAIL

8D COMMON

CONTINIOUS HEADER TO STUD, TOE NAIL CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOENAIL

8D COMMON -

3 3 3-16D OR 4-10D COMMON 3-16D OR 4-10D COMMON

1" BRACE TO EACH STUD AND PLATE, FACE NAIL 1x8 OR LESS SHEATHING TO EACH BEARING, FACE NAIL BUILT-UP CORNER STUDS

8D COMMON 8D COMMON 8D COMMON 16D COMMON

3 2 2 3

WALL AND ROOF SHEATHING WILL BE NAILED WITH 8D NAILS (TWISTED SHANK) 3"O/C AROUND EDGES AND 6"O/C IN FIELD.

BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS

20D COMMON

24" O.C.

STUDS TO SOLE PLATE, END NAIL

16D COMMON

TYPICAL SHEATHING INSTALLATION PATTERN FOR SHEAR BETWEEN FLOORS

ONE STORY SHEATHING NAILING PATTERN

THE ENGINEERING OF FRAMING MEMBERS IS BASED ON # 2 SPRUCE OR #2 S.Y.P. FB = 1200 PSI, E = 1,200,000 PSI. SUBSTITUTION MUST BE APPROVED BY THE ARCHITECT BEFORE USING. ALL CONNECTION STEEL ANGLES, PLATES AND BOLTS AT MASONRY WALLS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, GROUND OR OTHERWISE NOTED ON THE DRAWINGS WILL BE PRESSURE TREATED IN ACCORDANCE WITH AWPI STANDARD LP-2.

A = MRH (MEAN ROOF HEIGHT)

TYPICAL EXTERIOR SHEATHING PANEL FOR TYPICAL EXTERIOR SHEATHING (SEE NOTE FOR NAILING PATTERN)

SEE NOTES FOR NAILING PATTERN

SECOND FLOOR JOIST FRAMING BEHIND(VERTICAL STUD WALLS BEHIND NOT SHOWN FOR CLARITY)

CONTINUOUS SHEATHING OVER SECOND FLOOR FRAMING

12'-0" 14'-0" 8'-0"

2x6 2x6 2x4 2x4 2x4 2x6 2x6 2x8

9'-0" 10'-0" 12'-0" 14'-0" 16'-0"

O.C. SPACING 16" 16" 16" 12"

16D COMMON

15/32" OSB OR EQUIVALENT ROOF SHEATHING PER IBC CH. R603.7 (SEE ARCH. WALL SECTIONS)

4'-0"

STAGGER JOINTS HORIZONTALLY

THE DESIGN SOIL BEARING PRESSURE IS PSF. 2000

Ss = 0.543, S1 = 0.182 Fa = 1.1, Fv = 1.8

IF SHEATHING NOT INSTALLED VERTICALLY BETWEEN FLOORS USE SIMPSON MTS30 STRAPS @ 32" O.C. (EVERY OTHER STUD)

ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 318.

NAIL SPACING PER ICC 600

DOUBLE EDGE NAIL SPACING

16" 12"

12" & DBL. @ 36" 16" 16" 16" 16" 12" 16"

* STUDS MAY BE USED AT HEIGHTS AND DISTANCES OTHER THAN WHAT IS LISTED ON THIS CHART IF SHOWN ON THESE PLANS.

WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR QUALITY OF CONCRETE OR CONCRETE SURFACES. CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR SURFACES. NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH EXTREME CAUTION.

MARK

1409-1442-01

TREC No.

S= 3" FOR 8d NAILS 4" FOR 10d NAILS

ALTERNATE NAIL SPACING PER TABLE 307(1) OR (2)

REVISIONS DATE DESCRIPTION

Date Printed

CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO SUIT WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. OPT. STUD GRADE(SPF)

4'-0"

ALTERNATE NAIL SPACING PER TABLE 307(1) OR (2)

WFCM TABLES 3.17A THROUGH 3.17E

INTERIOR INTERIOR INTERIOR EXTERIOR

2x4 2x4 2x6

24" O.C. 16" O.C. 2-16D OR 3-10D COMMON 16" O.C. ALONG EACH EDGE

15/32" OSB OR EQUIVALENT ROOF SHEATHING PER IBC CH. R603.7 (SEE ARCH. WALL SECTIONS)

SHEAR WALL DESIGN NAIL SPACING PER

EXTERIOR EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR

STUD SIZE

8'-0" 9'-0" 10'-0"

CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES:

LUMBER SPECIES: #2 S.Y.P.K.D. MEDIUM GRAIN WIND SPEED: 135 M.P.H.

CEILING HEIGHT

16" O.C. 2

SEE NOTES FOR NAILING PATTERN

STRUCTURAL STUD LEGEND WALL LOCATION

3 2

(2) TOP PLATES

ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DERBIES. ALL OF THE FILL FOR THIS PROJECT WILL BE PLACED IN 12 INCH THICK LOOSE LIFTS AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557.

MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306; FOR HOT WEATHER IN ACCORDANCE WITH ACI 305.

EXTERIOR

SIMPSON HURRICANE CLIPS (EA. RAFTER)

6. SEISMIC CRITERIA: (2012 IBC - SECTION 1613) SITE CLASSIFICATION: SITE CLASS 'D' AVERAGE "N" VALUES: BETWEEN 15 TO 50 SPECTRAL RESPONSE ACCELERATION: SITE COEFFICIENT VALUE: BUILDING DESIGN CATEGORY "C"

3 @ EACH JOIST

THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED.

WIND ZONE - INLAND

SOIL BEARING PRESSURE ASSUMED AT 2000 P.S.F. OWNER DID NOT FURNISH TESTS TO ESTABLISH S.B.P.OWNER ASSUMES ANY AND ALL RESPONSILBILITY FOR ANY & ALL FOUNDATION SETTLEMENT AND HOLDS HARMLESS ENGINEER.

CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE REQUIREMENTS AND THESE DRAWINGS

SUBGRADE PREPARATION NOTES:

4. ROOF LIVE LOADS: TRIBUTARY AREA: 0 TO 200 S.F. 201 TO 600 S.F.

REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE-BARS AS REQUIRED TO SUIT SPECIAL CONDITIONS.

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

ROOFING DECKING INSULATION HANGING & MISC. FRAMING CEILING FIXED EQUIPMENT

HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS.

NAIL SPACING AT INTERMEDIATE FRAMING 12" O.C.

3/8" MIN

1/2" MIN

NOTE: WALL AND ROOF SHEATHING WILL BE NAILED WITH 8d NAILS 3"o/c AROUND EDGES AND 6"o/c IN FIELD OR WALL AND ROOF SHEATHING WILL BE NAILED WITH 10d NAILS 4"o/c AROUND EDGES AND 12"o/c IN FIELD PROVIDE SHEATHING SPLICES OVER BLOCKING OR FRAMING THE SHEATHING MAY BE PLACED EITHER HORIZONTALLY OR VERTICALLY NAILS IN ANY SINLGE ROW SHALL NOT BE SPACED CLOSER THAN 3"o/c.

OFFICE/ASSEMBLY ATTIC W/ STORAGE ATTIC W/O STORAGE DECKS BALCONIES GUARDRAILS & HANDRAILS

ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE.

FOR BID ONLY

PARTITIONS FIXED EQUIPMENT FINISHES

WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED TOGETHER.

GENERAL NOTES

ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER BARS AT ALL CORNERS.

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS.

Grace Church of the Islands

UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP-66, LATEST EDITION.

Engineering Consultants, Inc.

ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE DOCUMENTS OR NOT.

Thomas & Reel

(A) INTERNATIONAL RESIDENTIAL CODE - 2012 (IRC-2012) W/ SC AMENDEMENTS (B) STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS (ICC-600) (C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (SBSC HIGH-WIND EDITION)

CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES (CONTINUED):

6901 CONCORD RD. SAVANNAH GA 31410

ALL WORK TO CONFORM TO THE REQUIRMENTS OF THE FOLLOWING:

GENERAL CONSTRUCTION NOTES:

Outdoor Pavillion

GENERAL STRUCTURAL NOTES BUILDING DESIGN

DESIGN REVIEW

11/13/2014 1:49:33 PM

Date Issued

11-13-2014

Checked by

Approved by

S-001 1/4" = 1'-0" GENERAL NOTES

(3) 2X12 P.T. FLUSH GIRDER

FLOOR FRAMING 1 1/4" = 1'-0"

(3) 2X12 P.T. FLUSH GIRDER

(3) 2X12 P.T. DROP GIRDER

(3) 2X12 P.T. FLUSH GIRDER

(3) 2X12 P.T. DROP GIRDER

(3) 2X12 P.T. FLUSH GIRDER (3) 2X12 P.T. FLUSH GIRDER

2X12 P.T. RIM JOIST 2X12 P.T. RIM JOIST

2X12 P.T. JOISTS 16" O.C. 2X12 P.T. JOISTS 16" O.C.

(3) 2X12 P.T. FLUSH GIRDER

(2) 2X12 P.T. JOISTS UNDER WALLS

MARK

TREC No.

Date Printed

Date Issued

Grace Church of the Islands

6901 CONCORD RD. SAVANNAH GA 31410

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

Engineering Consultants, Inc.

Thomas & Reel

Outdoor Pavillion

S-101 1/4" = 1'-0"

FLOOR FRAMING PLAN

(3) 2X12 P.T. DROP GIRDER

5 DO NOT SCALE THE DRAWINGS. THE DESIGNER WILL NOT ACCEPT RESPONSIBIITY FOR CONSTRUCTION ERRORS DUE TO SCALING OF THE DRAWINGS. VERIFY ALL DIMENSIONS, FINISHES, FIXTURES, ETC. BEFORE BEGINNING CONSTRUCTION. IF DIMENSIONS OR DETAILS ARE OMITTED, INCORRECT, OR NOT CLEAR, THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER FOR CLARIFICATION.

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

(3) 2X12 P.T. DROP GIRDER

FOR BID ONLY

1 (2) 2X12 P.T. JOISTS BRICK FIREPLACE

DESIGN REVIEW

REVISIONS DATE DESCRIPTION

1409-1442-01

11/13/2014 1:49:36 PM 11-13-2014 Designer

Checked by

Checker

Approved by

Approver

DESIGN REVIEW

(3) 2" X 12" P.T. DROP GIRDER P.T. SILL PLATE

(3) 2"X12" P.T FLUSH GIRDER

12" X 8" X12" CMU PIER CELLS FILLED W/ SOLID 3000 P.S.I CONCRETE

SUBFLOOR 12' - 6 1/2" SOLID BLOCKING UNDER COLUMN

2 X 12 P.T TOP PLATE

#5 REINF. BAR VERT. EXTEND INTO FOOTING

12" X 8" X12" CMU BLOCK PIER FILLED SOLID W/ 3000 P.S.I CONCRETE

12" MIN

PF36

BRICK CLADDING

3OOO P.S.I. CONCRETE FOOTING, REINF. W/ (4) #5 RODS CONT., OVERLAP END 40X DIA EACH WAY

36" MIN

(2) SIMPSON STRONG-TIE PA51@ EACH PIER 1" AIR SPACE 12" x 12" RED CEDAR COLUMN #5 REINF. BAR VERT. EXTEND INTO FOOTING

CAP STONE

COLUMN TO PIER CONNECTION DETAIL 1 1/2" = 1'-0"

TYPICAL INTERIOR PIER SECTION 1" = 1'-0"

BRICK CLADDING PEEL & STICK ICE & WATER SHIELD

1" AIR SPACE

D RE

10 "

R DA CE

.00 °

10" X 12" RED CEDAR

SUBFLOOR 12' - 6 1/2"

1'0"

X1 2" R

CE DA R

DO NOT REPRODUCE WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THOMAS & REEL ENGINEERING CONSULTANTS, INC.

" 12

9" /

8' - 3 1/2"

.0 0

7°

36. 8

R DA CE

0°

CE DA R

.0 45

7°

(3) 2"X12" P.T FLUSH GIRDER

" 10

8 36.

(2) SIMPSON H2.5A HURRICANE CLIPS @ EACH FLOOR JOIST

FINISHED FLOOR 13' - 7"

-1

2" 1/

X 8"

2 X 12 FLOOR JOIST

ED "R 2 X1

12 "R ED

1 1/4" X 4 " IPE DECKING

' 13

.13

-5

8" X 12" RED CEDAR

' 14

32 1/

.0 0

(2) SIMPSON STRAPS SCREWED INTO TIMBER AND CMU PIER (SEE 2/S-601)

.13

10" X 12" RED CEDAR

2 X 12 P.T TOP PLATE

17' - 4 3/8" 1' - 5 5/32"

SOLID BLOCKING UNDER COLUMN

19' - 5 11/16" 22' - 4"

12" X 8" X12" CMU BLOCK PIER FILLED SOLID W/ 3000 P.S.I CONCRETE

TRUSS (EAST-WEST) 1/2" = 1'-0"

BRICK CLADDING (2) SIMPSON STRONG-TIE PA51@ EACH PIER 1" AIR SPACE 63 .4 3

26.5 7°

10" X 12" RED CEDAR

10" X 12" RED CEDAR 27' - 3 1/2"

1' - 9 5/32"

30' - 5 1/2" 33' - 11 15/16"

TYPICAL WALL SECTION @ PIER 1 1" = 1'-0" 5

TRUSS (NORTH-SOUTH) 1/2" = 1'-0"

12 "R ED

CE DA R

'-0 "

.00

10 "X

FOR BID ONLY

.0 0

8' - 6"

.0 0

0°

R DA CE

D RE

(4) #5 REINF. BARS @ 8" O.C. EACH WAY

1409-1442-01

Date Printed

26.5 7

RE 2" X1

E DC

.0 45

R DA

" 12

" 10

X 8"

36" X 36" X 12" 3000 PSI CONCRETE FOOTING

CE DA R

12 "R ED

MARK

TREC No.

REVISIONS DATE DESCRIPTION

" 1/4

8" X 12" RED CEDAR

#5 REINF. BAR VERT. EXTEND INTO FOOTING

3 .4 63

10" X 12" RED CEDAR BEAM

GRADE

12'" MIN

RED CEDAR TRUSS

WALL SECTIONS

(2) PA51 @ EACH INTERIOR PIER

(2) SIMPSON H2.5A HURRICANE CLIPS @ EACH FLOOR JOIST

PAVILION ROOF 23' - 7"

(2) SIMPSON H2.5A HURRICANE CLIPS @ EACH FLOOR JOIST

9100 WHITE BLUFF ROAD BUILDING 300 SUITE 306, SAVANNAH GEORGIA 31406 PO BOX 15818 SAVANNAH, GEORGIA 31416 912.920.0950 (OFFICE) 912.920.0948 (FAX)

PLATE LINE

FINISHED FLOOR 13' - 7"

1"X6" TONGUE & GROOVE CEILING

PLATE LINE

2 X 12 FLOOR JOIST

Grace Church of the Islands

PEEL & STICK ICE & WATER SHIELD

Engineering Consultants, Inc.

2" X 12" P.T. FLOOR JOISTS TYP.

Thomas & Reel

1 1/4" X 4 " IPE DECKING

6901 CONCORD RD. SAVANNAH GA 31410

1 1/4" x 4" IPE DECKING

Outdoor Pavillion

STANDING METAL SEAM ROOF TO MATCH EXISTING ROOF OF CHURCH

(2) SIMPSON STRAPS SCREWED INTO TIMBER AND CMU PIER (SEE 2/S-601)

6"X6" RED CEDAR PURLIN

11/13/2014 1:49:38 PM

Date Issued

11-13-2014

Designer

Checked by

Checker

Approved by

Approver

S-601 As indicated WALL SECTIONS