Fisher Manor Deck Replacements Bid Drawings.pdf
PDF 7 MB Posted
- Attached to
- Fisher Manor Deck Renovation
- Solicitation number
- BPM058204
- Issued by
- Maryland
About this file
This document comprises bid drawings prepared by Restoration Engineering, Inc. for the Housing Authority of Queen Anne's County, Maryland, detailing deck replacement work at Fisher Manor in Grasonville, Maryland. The project involves the removal and replacement of decks, stairs, railings, joists, and associated hardware at all front and rear deck entrances across multiple buildings (Buildings 1, 2, 3, 4, and 5), with the exception of the rear ramp at Building 5. The scope includes installation of new footings, treated lumber structural components, railings, and hardware in accordance with design specifications. At Building 5 specifically, the project requires installation of a 20-foot-long by 36-inch-wide aluminum wheelchair ramp with aluminum handrails at sloped portions, concrete footing extensions, and temporary scaffolding to maintain full-time access to all entrances during construction. The total deck area to be replaced is 3,250 square feet. The design incorporates treated Southern Pine lumber, stainless steel fasteners and hardware, and concrete footings designed to support live loads of 60 pounds per square foot for porches and decks, with provisions for a basic wind speed of 114 miles per hour and a ground snow load of 25 pounds per square foot in compliance with the 2021 International Residential Code and Queen Anne's County Maryland building codes.
The bid drawings specify that all work must conform to applicable codes, with contractors responsible for acquiring all necessary permits and coordinating required inspections with local authorities having jurisdiction prior to commencement. Contractors must field-verify all dimensions before ordering materials and are required to visit the site to observe the extent of work for each detail provided. An Add-Alternate 1 is included to provide composite deck boards and associated hardware in lieu of treated wood deck boards, allowing bidders to present alternative pricing for premium decking materials. The project documents were prepared on July 29, 2026, as bid documents and include comprehensive framing plans, elevations, and detailed construction specifications across multiple sheets covering ledger connections, joist fastening, railing installations, footing details, and column connections. Periodic site observation visits by the engineer are specified to review general conformance with contract documents, though the general contractor remains solely responsible for ensuring all work complies with contract specifications and current building codes.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum #1.pdf | ||
| Fisher Manor Deck Replacemnt Bid Packet.pdf |
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OF
Drawing Title:
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
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DOCUMENTS PREPARED BY:
RESTORATION ENGINEERING, INC.
10503 WEST DRIVE, SUITE A
FAIRFAX, VIRGINIA 22030
PH: (703) 272-7787
F: (703) 272-7786
WEBSITE: www.rei1.com grasonville, md 21638
DECK REPLACEMENTS
PREPARED FOR:
HOUSING AUTHORITY OF QUEEN ANNE'S COUNTY,
PO BOX 280
104 POWELL STREET
CENTREVILLE, MD 21617
FISHER MANOR
1 fisher manor
REGIONAL MAP SATELLITE IMAGE SITE PHOTO
IMAGE - COPYRIGHT 2018 GOOGLE EARTH
C 1.1 1 7
COVER SHEET
AS NOTED
IMAGE - COPYRIGHT 2018 GOOGLE EARTH
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SUBMISSION
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BID DOCUMENTS
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1. THE REPAIRS DETAILED IN THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS THE REPAIRS DETAILED IN THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CODE OF QUEEN ANNE'S COUNTY MARYLAND AND THE 2021 INTERNATIONAL RESIDENTIAL CODE. 2. CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS IN ACCORDANCE WITH LOCAL AHJ PRIOR TO CONTRACTOR TO ACQUIRE ALL NECESSARY PERMITS IN ACCORDANCE WITH LOCAL AHJ PRIOR TO COMMENCEMENT OF "WORK". 3. CONTRACTOR TO COORDINATE THE NECESSARY INSPECTIONS AS REQUIRED BY AUTHORITIES HAVING CONTRACTOR TO COORDINATE THE NECESSARY INSPECTIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 4. DRAWINGS NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. DRAWINGS NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED; THE MOST STRINGENT ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED; THE MOST STRINGENT DOCUMENT SHALL GOVERN. 6. CONTRACTOR WILL BE GIVEN ACCESS TO A "LAY-DOWN" OR "STAGING" AREA TO UTILIZE FOR STAGING CONTRACTOR WILL BE GIVEN ACCESS TO A "LAY-DOWN" OR "STAGING" AREA TO UTILIZE FOR STAGING OF MATERIALS AND EQUIPMENT THROUGHOUT THE COURSE OF THE WORK. THE SIZE OF THE STAGING AREA WILL BE DESIGNATED BY THE OWNER PRIOR TO COMMENCEMENT OF WORK. 7. ALL ITEMS LABELED "EXISTING" OR "EXISTING TO REMAIN" CONSTITUTE EXISTING CONSTRUCTION THAT ALL ITEMS LABELED "EXISTING" OR "EXISTING TO REMAIN" CONSTITUTE EXISTING CONSTRUCTION THAT SHALL REMAIN IN PLACE UNDISTURBED. UNLESS OTHERWISE NOTED, ALL OTHER ITEMS ARE TO BE INSTALLED NEW BY THE CONTRACTOR. 8. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING AND/OR FABRICATING CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING AND/OR FABRICATING MATERIALS. NOTIFY ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS VARY FROM THOSE SHOWN ON THESE DRAWINGS. 9. PERIODIC SITE OBSERVATION VISITS SHALL BE PROVIDED BY THE ENGINEER. THE SOLE PURPOSE OF PERIODIC SITE OBSERVATION VISITS SHALL BE PROVIDED BY THE ENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THE GENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE CONTRACT DOCUMENTS. THESE OBSERVATIONS SHOULD NOT BE CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL WORK IS PERFORMED IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND CURRENT BUILDING CODES. 10. DETAIL TAGS ARE SHOWN ONLY AT A FEW TYPICAL LOCATIONS. ALL DETAILS SHOWN ON THE DRAWINGS DETAIL TAGS ARE SHOWN ONLY AT A FEW TYPICAL LOCATIONS. ALL DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS A DIFFERENT DETAIL IS SHOWN. PRIOR TO BIDDING THE WORK, IT IS MANDATORY THAT THE CONTRACTOR VISITS THE SITE AND OBSERVES THE EXTENT OF WORK FOR EACH DETAIL PROVIDED. THE CONTRACTOR MUST SUBMIT QUESTIONS PRIOR TO BIDDING IF THEY ARE UNSURE OF THE EXTENT OF A PARTICULAR DETAIL, OR WHICH SIMILAR DETAIL APPLIES WHERE A DETAIL TAG IS NOT SHOWN. DURING CONSTRUCTION, CONTRACTOR MUST INSTALL DETAILS AS SHOWN ON DRAWINGS, OR SIMILAR TO DETAILS SHOWN ON DRAWINGS, OR IN ACCORDANCE WITH ENGINEER'S RECOMMENDATIONS. IF THERE ARE ANY DISCREPANCIES, INSTALL THE DETAIL AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text SHEET INDEX C-1.1 COVER SHEET COVER SHEET A-1.1 PLANS PLANS A-1.2 PLANS & ELEVATIONS A-1.3 PLANS & ELEVATIONS A-5.1 DETAILS A-5.2 DETAILS DETAILS A-5.3 DETAILSDETAILS
AutoCAD SHX Text CODE INFORMATION APPLICABLE CODES: MARYLAND BULDING PERFORMANCE STANDARDS 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) RISK CATEGORY II (ASCE 7-16, TABLE 1.5-1) BASIC WIND SPEED: 114 MPH EXPOSURE CATEGORY: C (ASCE 7-16, SECTION 26.7) SQ. FOOTAGE OF DECK TO BE REPLACED: 3,250 LIVE LOADS - UNIFORM PORCHES/DECKS: 60 PSF 60 PSF STAIRS & RAMPS: 40 PSF 40 PSF WALKWAYS: 60 PSF 60 PSF LIVE LOADS - CONCENTRATED HANDRAILS: 200 POUNDS 200 POUNDS INTERMEDIATE RAILS: 50 POUNDS 50 POUNDS STAIRS: 300 POUNDS 300 POUNDS SNOW LOADS - UNIFORM GROUND SNOW LOAD: 25 PSF 25 PSF BALANCED SNOW LOAD: 20 PSF 20 PSF
AutoCAD SHX Text SCOPE OF WORK 1. ALL WORK TO BE PERFORMED AT ALL FRONT AND ALL REAR DECKS AND ENTRANCES ALL WORK TO BE PERFORMED AT ALL FRONT AND ALL REAR DECKS AND ENTRANCES EXCLUDING REAR RAMP AT BUILDING 5. 2. REMOVE EXISTING STAIRS, RAILINGS, DECKING, JOISTS, AND ALL ASSOCIATED HARDWARE AND REMOVE EXISTING STAIRS, RAILINGS, DECKING, JOISTS, AND ALL ASSOCIATED HARDWARE AND INSTALL NEW FOOTINGS, TREATED STAIRS, JOISTS, DECKING, RAILINGS, AND ASSOCIATED HARDWARE IAW THE DESIGN DRAWINGS. 3. AT BUILDING 5, INSTALL 20 FT LONG BY 36 INCH WIDE ALUMINUM WHEELCHAIR RAMP AND AT BUILDING 5, INSTALL 20 FT LONG BY 36 INCH WIDE ALUMINUM WHEELCHAIR RAMP AND ALUMINUM HAND RAILS AT SLOPED PORTIONS. SEPARATE ALUMINUM AND CONCRETE INTERFACE W/ PLASTIC SHIMS OR OTHER APPROVED METHOD. INSTALL DECK AND RAMP W/ ELEVATIONS AND SLOPE MATCHING EXISTING CONDITIONS. 4. CONTRACTOR MUST ENGAGE A SCAFFOLDING SUBCONTRACTOR (OR OTHER APPROVED CONTRACTOR MUST ENGAGE A SCAFFOLDING SUBCONTRACTOR (OR OTHER APPROVED VENDOR) TO DESIGN AND ERECT A TEMPORARY PLATFORM AND ACCESS STAIRS FOR THE DURATION OF CONSTRUCTION IN ORDER TO PROVIDE FULL-TIME ACCESS TO ALL ENTRANCES. 5. SHORE EXISTING 2-SPAN AND CANTILEVERED OVERHEAD BEAMS; REMOVE EXISTING SHORE EXISTING 2-SPAN AND CANTILEVERED OVERHEAD BEAMS; REMOVE EXISTING COLUMNS; AND INSTALL LVL BEAMS, TIMBER COLUMNS, AND MOUNTING HARDWARE 6. ADD-ALTERNATE 1: PROVIDE ADD-ALTERNATE TO INSTALL COMPOSITE DECK BOARDS AND ADD-ALTERNATE 1: PROVIDE ADD-ALTERNATE TO INSTALL COMPOSITE DECK BOARDS AND ASSOCIATED HARDWARE IN LIEU OF TREATED WOOD DECK BOARDS.
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GENERAL NOTES
AutoCAD SHX Text ABBREVIATIONS TYP. - TYPICAL - TYPICAL OPP. - OPPOSITE - OPPOSITE CONT. - CONTINUOUS MFCTR.- MANUFACTURER DIA. - DIAMETER - DIAMETER SS - STAINLESS STEEL - STAINLESS STEEL SST - SIMPSON STRONG-TIE - SIMPSON STRONG-TIE EQ. - EQUAL - EQUAL Ga. - GAUGE- GAUGE
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Drawing Title:
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CAD File:
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Restoration Engineering, inc.
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10503 West Drive, Suite A Fairfax, VA 22030
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Drawing Title:
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
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Drawing Title:
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
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AutoCAD SHX Text
48" MAX., TYP.
AutoCAD SHX Text
48" MAX., TYP.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text 36"
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text 4A
AutoCAD SHX Text A-1.3
AutoCAD SHX Text 4A
AutoCAD SHX Text A-1.3
AutoCAD SHX Text 4A
AutoCAD SHX Text A-1.3
AutoCAD SHX Text 4A
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text A-1.2
AutoCAD SHX Text
AutoCAD SHX Text A-1.2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
20' LONG X 36" WIDE ALUMINUM WHEELCHAIR RAMP
AutoCAD SHX Text
INSTALL CONCRETE SIDEWALK EXTENSION
AutoCAD SHX Text
CONCRETE FOOTING UNDER ALUMINUM RAMP, TYP; INSTALL IAW DETAIL 10/A-5.2
AutoCAD SHX Text
CONCRETE FOOTING UNDER DECK, TYP; INSTALL IAW DETAIL 9/A-5.2
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 42"
AutoCAD SHX Text 36"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
48" MAX.
AutoCAD SHX Text
SST MPB44Z
AutoCAD SHX Text
SST H10A-2
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
SST APA4
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
TREATED DOUBLE 2X6
AutoCAD SHX Text
12" DIA. X 24" CONCRETE FOOTING; INSTALL(3) #3 STIRRUPS SPACED 8" O.C.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
(4) #3 VERTICAL STEEL REINFORCING BARS
AutoCAD SHX Text 4B
AutoCAD SHX Text A-1.3
AutoCAD SHX Text 4B
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SST MPB44Z
AutoCAD SHX Text
SST H10A-2
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
SST APA4
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
12" DIA. X 24" CONCRETE FOOTING; INSTALL(3) #3 STIRRUPS SPACED 8" O.C.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
TREATED DOUBLE 2X6
AutoCAD SHX Text
(4) #3 VERTICAL STEEL REINFORCING BARS
AutoCAD SHX Text
NOTE: REMOVE & REINSTALL EXISTING SIDING (NOT SHOWN)
AutoCAD SHX Text
SST MPB44Z
AutoCAD SHX Text
SST H10A-2
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
SST APA4
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
TREATED DOUBLE 2X6
AutoCAD SHX Text 2"
AutoCAD SHX Text
12" DIA. X 24" CONCRETE FOOTING; INSTALL(3) #3 STIRRUPS SPACED 8" O.C.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 8 1/4"
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text 2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text
NOTE: PROVIDE 3" OF CLEAR COVER FOR ALL REINFORCING UNLESS SHOWN OTHERWISE
AutoCAD SHX Text
(4) #3 VERTICAL STEEL REINFORCING BARS
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
AutoCAD SHX Text 07/29/26
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
BUILDING 5 ENTRANCE FRAMING PLAN
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
BUILDING 5 RAMP FRAMING PLAN
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL RAILING ELEVATION AT RAMP
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
BUILDING 5 TYPICAL FRAME ELEVATION & SECTION
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text 1-1/2" = 1'-0"
AutoCAD SHX Text
BUILDING 5 WOOD RAMP BRACING ELEVATION
AutoCAD SHX Text A-1.3
AutoCAD SHX Text
AutoCAD SHX Text 1-1/2" = 1'-0"
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text A
AutoCAD SHX Text 1-1/2" = 1'-0"
AutoCAD SHX Text
SECTION
B
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
D E C
K R
E P L A C
E M
E N
TS
FI
S H
E R
M A N
O R
Q U
E E N
A N
N E 'S
C O
U N
TY
D
P W
F
IS
H
E R
M A N
O R
G R
A S
O N
V
IL
L E M
D
100%07/29/26
JDB MAC
811.054
A 5.1 5 7
DETAILS
AS NOTED
AutoCAD SHX Text
EXISTING WALL FRAMING
AutoCAD SHX Text
EXISTING RIM JOIST
AutoCAD SHX Text
EXISTING 2X10 JOIST
AutoCAD SHX Text TREATED 2X6 LEDGER; FASTEN TO EXISTING LEDGER W/ (2) ROWS OF 10d COMMON NAILS SPACED 16" O.C. (8"O.C. IF SS)
AutoCAD SHX Text SST ML24Z SPACED 64" O.C.; FASTEN TO EXISTING LEDGER W/ 2.5" SST SDS SCREWS & FASTEN TO EXISTING 2X10 JOISTS W/ 1.5" SST SDS SCREWS
AutoCAD SHX Text
SST SP2; INSTALL W/ (12) 0.148 X 3 SST NAILS
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text GROUND-CONTACT TREATED #1 PRIME DOUBLE 2X12 STAIR STRINGER; FASTEN TO LEDGER W/ SST LSCZ AS SHOWN
AutoCAD SHX Text
SST LSCZ; FASTEN TO LEDGER & STRINGER W/ (17) 0.148 X 1-1/2" NAILS
AutoCAD SHX Text
TREATED DOUBLE 2X8 LEDGER
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C. (BEYOND)
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
TREATED DOUBLE 2X8 RIM JOIST; FASTEN TO JOIST W/ (4) #7 SST DSV SCREWS
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.
AutoCAD SHX Text 1"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
EXISTING WALL FRAMING
AutoCAD SHX Text
EXISTING RIM JOIST
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
EXISTING 2X10 JOIST (BEYOND)
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.; FASTEN TO LEDGER AS SHOWN
AutoCAD SHX Text SST LUS26; FASTEN TO LEDGER W/ (8) SST 10d NAILS
AutoCAD SHX Text
EXISTING WALL FRAMING
AutoCAD SHX Text
EXISTING RIM JOIST
AutoCAD SHX Text
EXISTING 2X10 JOIST (BEYOND)
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.; FASTEN TO LEDGER AS SHOWN
AutoCAD SHX Text SST ML24Z; FASTEN TO LEDGER W/ 2.5" SST SDS SCREWS & FASTEN TO 2X6 JOISTS W/ 1.5" SST SDS SCREWS
AutoCAD SHX Text
EXISTING WALL FRAMING
AutoCAD SHX Text
EXISTING RIM JOIST
AutoCAD SHX Text
EXISTING 2X10 JOIST (BEYOND)
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
SST BPS 1/2 - 3
AutoCAD SHX Text NOTE: INSTALL SST ML24Z ON INSTALL SST ML24Z ON OPPOSITE SIDE OF JOIST IAW DETAIL 5/A-5.15/A-5.1
AutoCAD SHX Text SST DTT2Z; FASTEN TO LEDGER W/ 1/2" BOLT & FASTEN TO 2X6 JOISTS W/ 1.5" SST SDS SCREWS
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.; FASTEN TO LEDGER AS SHOWN
AutoCAD SHX Text
TREATED 2X6 TOE-BOARD; FASTEN W/ (2) 2.5" #10 SST DSV SCREWS AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text TREATED DOUBLE 2X6; FASTEN W/ SST LUS26-2 W/ (8) SST 10d NAILS; USE LUS 26 AT OUTER POSTS
AutoCAD SHX Text 3.5X10X5.5X12 Ga. Gr. 50 BENT PLATE; INSTALL W/ (11) #10X2-1/2" SST SD SCREWS & (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text
EXISTING WOOD RETAINING WALL & BEAM TO REMAIN
AutoCAD SHX Text
DOUBLE TREATED 2X8 RIM JOIST; FASTEN TO 2X6 JOISTS W/ (2) 3" SST DSV SCREWS
AutoCAD SHX Text
SEE DETAIL 12/A-5.2 12/A-5.2 FOR ISOMETRIC DETAILS OF BENT PLATES
AutoCAD SHX Text 4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
2" MIN
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 2"
AutoCAD SHX Text
TREATED 2X6 TOE-BOARD; FASTEN W/ (2) 2.5" #10 SST DSV SCREWS AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
TREATED 4X6; FASTEN TO ADJACENT JOISTS W/ SST LUS46 W/ #9 SST SD SCREWS
AutoCAD SHX Text 3.5X10X5.5X12 Ga. Gr. 50 BENT PLATE; INSTALL W/ (11) #10X2-1/2" SST SD SCREWS & (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.; FASTEN TO LEDGER AS SHOWN ON DETAIL 6/A-5.1
AutoCAD SHX Text
SEE DETAIL 12/A-5.2 12/A-5.2 FOR ISOMETRIC DETAILS OF BENT PLATES
AutoCAD SHX Text 4"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH OUTER 2X6
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text 3.5X10X12 Ga." GRADE 50 PLATES; FASTEN TO RAILING POST W/ #10 1-1/2" SST SD SCREWS; WELD TO BASEPLATE AS SHOWN
AutoCAD SHX Text
TREATED 4X6; FASTEN TO ADJACENT JOISTS W/ SST LUS46 W/ (8) SST #9 SD SCREWS
AutoCAD SHX Text
SEE DETAIL 12/A-5.2 FOR FOR ISOMETRIC DETAILS OF BENT PLATES
AutoCAD SHX Text 2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 7"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
6X8X3/8 GRADE 50 BASE PLATE; FASTEN TO BEAM W/ (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text 3.5X7X5.5X12 Ga. Gr. 50 BENT PLATE; INSTALL W/ (9) #10X2-1/2" SST SD SCREWS & (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text 1/8"
AutoCAD SHX Text A-5.3
AutoCAD SHX Text 3B
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text A-5.3
AutoCAD SHX Text 3B
AutoCAD SHX Text
6X8X3/8 GRADE 50 BASE PLATE; FASTEN TO BEAM W/ (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH OUTER 2X6
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text 3.5X10X12 Ga. GRADE 50 PLATES; FASTEN TO RAILING POST W/ #10 1-1/2" SST SD SCREWS; WELD TO BASEPLATE AS SHOWN
AutoCAD SHX Text
TREATED 2X6 TOE-BOARD
AutoCAD SHX Text 2"
AutoCAD SHX Text 6"
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text 1"
AutoCAD SHX Text ~4 1/2"
AutoCAD SHX Text
TREATED 2X6 CAP RAIL; FASTEN W/ (4) SST 3" DSV SCREWS AS SHOWN
AutoCAD SHX Text TREATED 2X6 TOP RAIL; FASTEN W/ (1) 3" #10 SST DSV SCREW & (1) 4" #10 SST DSV SCREW TOE-NAILED AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST
AutoCAD SHX Text
AT DIVIDING RAILINGS, INSTALL IAW DETAIL 12/A-5.112/A-5.1
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3/4"
AutoCAD SHX Text
TREATED 2X6 CAP RAIL; FASTEN W/ (4) SST 3" DSV SCREWS AS SHOWN
AutoCAD SHX Text TREATED 2X6 TOP RAIL; FASTEN W/ (1) 3" #10 SST DSV SCREW & (1) 4" #10 SST DSV SCREW TOE-NAILED AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/8"
AutoCAD SHX Text
TREATED 2X6 CAP RAIL; FASTEN AS SHOWN IN DETAIL 12/A-5.112/A-5.1
AutoCAD SHX Text
TREATED 2X4 BALUSTER; FASTEN W/ (1) #7 SST DSV SCREW INTO TOP RAIL & TOE-BOARD
AutoCAD SHX Text
TREATED 2X6 TOP RAIL; FASTEN AS SHOWN IN DETAIL 12/A-5.112/A-5.1
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text
TREATED 2X6 CAP RAIL; FASTEN AS SHOWN IN DETAIL 11/A-5.111/A-5.1
AutoCAD SHX Text
TREATED 2X6 TOP RAIL; FASTEN AS SHOWN IN DETAIL 11/A-5.111/A-5.1
AutoCAD SHX Text
TREATED 2X2 BALUSTER; FASTEN W/ (1) #7 SST DSV SCREW INTO TOP RAIL & TOE-BOARD
AutoCAD SHX Text
AT DIVIDING RAILINGS, INSTALL IAW DETAIL 14/A-5.114/A-5.1
AutoCAD SHX Text 2 3/4"
AutoCAD SHX Text
TREATED 2X6 JOIST SPACED 16" O.C.
AutoCAD SHX Text TREATED 2X6 BRIDGNG; FASTEN W/ 10d COMMON NAILS AS SHOWN
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
EXISTING BEAM
AutoCAD SHX Text
TREATED DOUBLE 2X6 JOIST
AutoCAD SHX Text
SST H10-2; FASTEN W/ (18) 0.148X1-1/2" SST NAILS
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
AutoCAD SHX Text 07/29/26
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT DECK EXISTING JOIST FASTENING DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
STAIR STRINGER FASTENING DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT DECK RIM JOIST FASTENING DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT DECK JOIST FASTENING DETAIL (1)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT DECK JOIST FASTENING DETAIL (2)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT DECK JOIST REINFORCEMENT DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT RAILING POST FASTENING DETAIL (1)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT RAILING POST FASTENING DETAIL (2)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
MIDDLE BEAM RAILING POST AT BEAM CONNECTION DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
END RAILING POST FASTENING DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
TOP RAIL FASTENING DETAIL (1)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
TOP RAIL FASTENING DETAIL (2)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BALUSTER FASTENING DETAIL (1)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BALUSTER FASTENING DETAIL (2)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BRIDGING FASTENING DETAIL (2)
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
FRONT JOIST UPLIFT DETAIL
AutoCAD SHX Text A-5.1
AutoCAD SHX Text
GENERAL NOTES: ALL LUMBER SHALL BE PRESSURE-TREATED #2 SOUTHERN PINE UNLESS OTHERWISE NOTED ALL FASTENERS & ASSOCIATED HARDWARE SHALL BE ZMAX (G185) OR HOT-DIP GALVANIZED ACCORDING TO ASTM A123/F2329 ALL STEEL PLATES SHALL BE GRADE 50 LEAVE ~1/8" GAP BETWEEN DECK BOARDS TO ALLOW FOR THERMAL MOVEMENT ADD-ALTERNATE 1: ADJUST JOIST SPACING ACCORDING TO MFCTR'S REQUIREMENTS; CONTACT ENGINEER IF JOIST SPACING IS TOO NARROW TO INSTALL POST CONNECTION
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
D E C
K R
E P L A C
E M
E N
TS
FI
S H
E R
M A N
O R
Q U
E E N
A N
N E 'S
C O
U N
TY
D
P W
F
IS
H
E R
M A N
O R
G R
A S
O N
V
IL
L E M
D
100%07/29/26
JDB MAC
811.054
A 5.2 6 7
DETAILS
AS NOTED
AutoCAD SHX Text
TREATED #1 DECK BOARDS; FASTEN W/ (4) #7 SST DSV SCREWS AT EACH STRINGER
AutoCAD SHX Text
FASTEN TREATED 4X4 RAILING POST TO FOOTING W/ SST MPB44Z
AutoCAD SHX Text
NOTE: SAWCUT EXISTING SIDEWALK WHERE NECESSARY TO INSTALL NEW FOOTING
AutoCAD SHX Text GROUND-CONTACT TREATED #1 DOUBLE 2X12 STAIR STRINGER; FASTEN TO FOOTING W/ SST HGAM W/ (4) SST 1/4" X 1-1/2" SDS & 1/4" X 2-3/4" TITEN TURBO SCREWS
AutoCAD SHX Text 12" WIDE X 68" LONG X 24" DEEP 4000 PSI CONCRETE FOOTING; PROVIDE (6) #3 BARS LONGITUDINALLY, 12 VERTICALLY, AND 27 TRANSVERSLEY; PROVIDE 3" OF CLEAR COVER & SPACE EVENLY
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text 2"
AutoCAD SHX Text
3" MIN.
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
TREATED #1 DECK BOARDS; FASTEN W/ (4) #7 SST DSV SCREWS AT EACH STRINGER
AutoCAD SHX Text GROUND-CONTACT TREATED #1 PRIME DOUBLE 2X12 STAIR STRINGER; FASTEN TO LEDGER W/ SST LSCZ AS SHOWN
AutoCAD SHX Text
SST LSCZ; FASTEN TO LEDGER & STRINGER W/ (17) 0.148 X 1-1/2" NAILS
AutoCAD SHX Text
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
3/8" X 3" LAG SCREW
AutoCAD SHX Text
3.5" WIDE 5 X 3 X 1/4 ASTM A36 STEEL ANGLE
AutoCAD SHX Text
(3) 3/8" ASTM A193 B7 THROUGH-BOLT
AutoCAD SHX Text
TREATED DOUBLE 2X6; FASTEN TO 4X4 COLUMN W/ BENT PLATE; SEE DETAIL 7/A-5.1
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text 1"
AutoCAD SHX Text 5"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text
TREATED 4X6 BEAM
AutoCAD SHX Text
3/8" X 3" LAG SCREW
AutoCAD SHX Text
3.5" WIDE 5 X 3 X 1/4 ASTM A36 STEEL ANGLE
AutoCAD SHX Text
(3) 3/8" ASTM A193 B7 THROUGH-BOLT
AutoCAD SHX Text
TREATED 2X6 JOIST; FASTEN TO DOUBLE 2X6 W/ SST ML24Z
AutoCAD SHX Text
EXISTING BUILDING WALL
AutoCAD SHX Text
BENT PLATE; SEE DETAIL 7/A-5.1
AutoCAD SHX Text
ALUMINUM FLASHING; FASTEN W/ SCREWS W/ NEOPRENE WASHERS 6" O.C.
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text 5"
AutoCAD SHX Text
TREATED 2X6 TOE-BOARD; FASTEN W/ (2) 2.5" #10 SST DSV SCREWS AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH STRINGER
AutoCAD SHX Text
DOUBLE TREATED 2X12 STAIR STRINGER
AutoCAD SHX Text TREATED DOUBLE 2X6; FASTEN TO ADJACENT STAIR STRINGER W/ SST LUS26-2 W/ (8) SST 10d NAILS
AutoCAD SHX Text 3.5X10X5.5X12 Ga. Gr. 50 BENT PLATE; INSTALL W/ (11) #10X2-1/2" SST SD SCREWS & (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text
SEE DETAIL 12/A-5.2 FOR 12/A-5.2 FOR FOR ISOMETRIC DETAILS OF BENT PLATES
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
SST H10A-2; FASTEN W/ (18) 0.148 X 1-1/2" NAILS
AutoCAD SHX Text
TREATED 4X6 BEAM; FASTEN AS SHOWN
AutoCAD SHX Text
SST APA4; FASTEN W/ SST SDWS22312DBB SCREWS W/ SST STN22 HEX-HEAD WASHERS
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
TREATED DOUBLE 2X6; FASTEN AS SHOWN
AutoCAD SHX Text
SST H10A-2; FASTEN W/ (18) 0.148 X 1-1/2" NAILS
AutoCAD SHX Text
TREATED 4X6 BEAM; FASTEN AS SHOWN
AutoCAD SHX Text
SST APA4; FASTEN W/ SST SDWS22312DBB SCREWS W/ SST STN22 HEX-HEAD WASHERS
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH JOIST
AutoCAD SHX Text
TREATED DOUBLE 2X6; FASTEN AS SHOWN
AutoCAD SHX Text 3.5X10X5.5X12 Ga. Gr. 50 BENT PLATE; INSTALL W/ (11) #10X2-1/2" SST SD SCREWS & (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SST MPB44Z
AutoCAD SHX Text
SEE DETAIL 12/A-5.2 12/A-5.2 FOR ISOMETRIC DETAILS OF BENT PLATES
AutoCAD SHX Text 2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SST MPB44Z
AutoCAD SHX Text 12" DIA. X 24" 4000 PSI CONCRETE FOOTING; INSTALL (3) #3 STIRRUPS SPACED 8" O.C. & (4) 3# LONGITUDINAL BARS
AutoCAD SHX Text 8 1/4"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text 12"
AutoCAD SHX Text
4X4 W6.0XW6.0 CIRCULAR WELDED-WIRE FABRIC; PROVIDE 3" CLEAR COVER, TYP.
AutoCAD SHX Text
12" DIA. X 24" DEEP 4000 PSI CONCRETE FOOTING SPACED AS REQUIRED BY RAMP MFCTR.
AutoCAD SHX Text
ALUMINUM RAMP POST; FASTEN IAW MFCTR.'S REQUIREMENTS
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1-1/4
AutoCAD SHX Text 3"
AutoCAD SHX Text 16"
AutoCAD SHX Text
(2) ROWS OF 0.148 X 3" NAILS SPACED 16" O.C.; ALTERNATE AS SHOWN
AutoCAD SHX Text
TREATED 2X6 CAP RAIL; FASTEN W/ (4) SST 3" DSV SCREWS AS SHOWN
AutoCAD SHX Text TREATED 2X6 TOP RAIL; FASTEN W/ (1) 3" #10 SST DSV SCREW & (1) 4" #10 SST DSV SCREW TOE-NAILED AS SHOWN
AutoCAD SHX Text
TREATED 4X4 RAILING POST
AutoCAD SHX Text
ALUMINUM HANDRAIL; MOUNT IAW MFCTR.'S REQUIREMENTS
AutoCAD SHX Text
12" DIA. X 24" DEEP 4000 PSI CONCRETE FOOTING
AutoCAD SHX Text
#3 TIES SPACED 8" O.C.
AutoCAD SHX Text
(4) #3 BARS
AutoCAD SHX Text
FASTEN TREATED 4X4 COLUMN TO FOOTING W/ SST MPB44Z
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 8"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 5-1/2"
AutoCAD SHX Text 5-1/2"
AutoCAD SHX Text 5-1/2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 5-1/2"
AutoCAD SHX Text 7"
AutoCAD SHX Text 1"
AutoCAD SHX Text 7"
AutoCAD SHX Text 1"
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
AutoCAD SHX Text 07/29/26
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
STAIR STRINGER GRADE SUPPORT DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
REAR DECK COLUMN FOOTING DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
STAIR STRINGER LEDGER CONNECTION DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
REAR LEDGER CONNECTION DETAIL AT STAIRCASE
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
REAR LEDGER CONNECTION DETAIL AT WALL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
STAIR POST CONNECTION DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BUILDING 5 WALKWAY POST FASTENING DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BUILDING 5 WALKWAY BEAM DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BUILDING 5 WALKWAY FOOTING DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
ALUMINUM RAMP FOOTING DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 1-1/2" = 1'-0"
AutoCAD SHX Text
DOUBLE JOIST SISTER DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text GENERAL NOTES: ALL LUMBER SHALL BE PRESSURE-TREATED #2 SOUTHERN PINE UNLESS OTHERWISE NOTED ALL FASTENERS & ASSOCIATED HARDWARE SHALL BE ZMAX (G185) OR HOT-DIP GALVANIZED ACCORDING TO ASTM A123/F2329 ALL STEEL PLATES SHALL BE GRADE 50 LEAVE ~1/8" GAP BETWEEN DECK BOARDS TO ALLOW FOR THERMAL MOVEMENT ADD-ALTERNATE 1: ADJUST JOIST SPACING ACCORDING TO MFCTR'S REQUIREMENTS; CONTACT ENGINEER IF JOIST SPACING IS TOO NARROW TO INSTALL POST CONNECTION
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
HANDRAIL DETAIL
AutoCAD SHX Text A-5.2
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
RAILING POST MOMENT PLATE ISOMETRIC DETAILS
AutoCAD SHX Text A-5.2
A- 5.113
A-5.3
A-5.3
A-5.3
A-5.3
A- 5.113
A-5.3
A-5.3
A- 5.111
A-5.3
A-5.3
A-5.3
A-5.1
A-5.1
A- 5.113
A- 5.113
A-5.3
OF
Drawing Title:
Date:
Drawn By:
REI Project Number
Submission:
CAD File:
Checked: Scale:
Restoration Engineering, inc.
Restoration Engineering, inc.
10503 West Drive, Suite A Fairfax, VA 22030
D E C
K R
E P L A C
E M
E N
TS
FI
S H
E R
M A N
O R
Q U
E E N
A N
N E 'S
C O
U N
TY
D
P W
F
IS
H
E R
M A N
O R
G R
A S
O N
V
IL
L E M
D
100%07/29/26
JDB MAC
811.054
A 5.3 7 7
DETAILS
AS NOTED
AutoCAD SHX Text
TYP.
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 42"
AutoCAD SHX Text
SIM.
AutoCAD SHX Text ~8'
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
EXISTING WOOD PILE TO REMAIN
AutoCAD SHX Text NOTE: AT DIVIDER RAILING AT DOUBLE BALCONIES, INSTALL DETAILS 12/A-5.1 & 12/A-5.1 & & 14/A-5.1 IN LIEU OF IN LIEU OF DETAILS 11/A-5.1 & 11/A-5.1 & 1 & 13/A-5.1
AutoCAD SHX Text INSTALL SST LGT4; FASTEN TO LVL W/ (16) 3" SST SDS SCREWS & FASTEN TO EXISTING BEAM W/ (37) 0.148 X 3-1/4" SST NAILS
AutoCAD SHX Text
EXISTING WOOD RETAINING WALL TO REMAIN
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text REMOVE & REINSTALL EXISTING METAL TRIM AS REQUIRED TO INSTALL COLUMN & CONNECTION; NOTIFY ENGINEER IF BEAM IS DETERIORATED
AutoCAD SHX Text
EXISTING OVERHEAD BEAM
AutoCAD SHX Text
NOTE: AT CORNER BALCONY POSTS, INSTALL 4X4 COLUMN IN LIEU OF 4X6 COLUMN
AutoCAD SHX Text TREATED 4X6 COLUMN; FASTEN 12 Ga. Gr. 50 BENT "U" PLATE TO COLUMN W/ (8) #10 1-1/2" SST SD SCREWS; FASTEN PLATE TO BEAM W/ 1/2" DIA. X 4" LAG SCREW
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 6 1/4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
TREATED 2X6 TOP RAIL; FASTEN W/ (2) 3" #10 SST DSV SCREWS
AutoCAD SHX Text
TREATED 4X4 COLUMN
AutoCAD SHX Text TREATED 2X6 CAP RAIL; FASTEN W/ SIMPSON STRONG-TIE A34 FRAMING ANGLE AT EACH COLUMN
AutoCAD SHX Text
TREATED DOUBLE 2X8 RIM JOIST; FASTEN TO EACH COLUMN W/ (4) #7 SST DSV SCREWS
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH OUTER 2X6
AutoCAD SHX Text
NOTE: AT CORNER BALCONY POSTS, INSTALL 4X4 COLUMN IN LIEU OF 4X6 COLUMN
AutoCAD SHX Text TREATED 4X6 COLUMN; FASTEN 12 Ga. Gr. 50 BENT "U" PLATE TO COLUMN W/ (8) #10 1-1/2" SST SD SCREWS; FASTEN PLATE TO BEAM W/ 1/2" DIA. X 4" LAG SCREW
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3 1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 6 1/4"
AutoCAD SHX Text A-5.3
AutoCAD SHX Text 3B
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
6X8X3/8 GRADE 50 BASE PLATE; FASTEN TO BEAM W/ (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH OUTER 2X6
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text 3.5X10X12 Ga. GRADE 50 PLATES; FASTEN TO RAILING POST W/ #10 1-1/2" SST SD SCREWS; WELD TO BASEPLATE AS SHOWN
AutoCAD SHX Text A-5.3
AutoCAD SHX Text 3B
AutoCAD SHX Text 2"
AutoCAD SHX Text 6"
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text 1"
AutoCAD SHX Text ~4 1/2"
AutoCAD SHX Text 1/8"
AutoCAD SHX Text
TREATED DECK BOARDS; FASTEN W/ (2) #7 SST DSV SCREWS AT EACH OUTER 2X6
AutoCAD SHX Text
TREATED 4X4 RAILING POST; FASTEN AS SHOWN
AutoCAD SHX Text 3.5X10X12 Ga. GRADE 50 PLATES; FASTEN TO RAILING POST W/ #10 1-1/2" SST SD SCREWS; WELD TO BASEPLATE AS SHOWN
AutoCAD SHX Text
6X8X3/8 GRADE 50 BASE PLATE; FASTEN TO BEAM W/ (2) 1/2" ASTM A325 BOLTS AS SHOWN
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text Gr. 50 BENT PLATE; SEE DETAIL 8/A-5.1 FOR 8/A-5.1 FOR FOR DIMENSIONS & FASTENER INFO
AutoCAD SHX Text
EXISTING BEAM TO REMAIN
AutoCAD SHX Text 2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 12 Ga. 5X13 GRADE 50 PLATES; FASTEN TO BOTH SIDES OF BEAMS W/ 2-1/2" SST SD SCREWS, STAGGERED AS SHOWN
AutoCAD SHX Text
EXISTING (4) 2X12 BEAM
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text 6"
AutoCAD SHX Text 13"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 11"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 1 1/4"
AutoCAD SHX Text 4 1/8"
AutoCAD SHX Text 12 Ga. 5X13 GRADE 50 PLATES; FASTEN TO BOTH SIDES OF BEAMS W/ 2-1/2" SST SD SCREWS, STAGGERED AS SHOWN
AutoCAD SHX Text
EXISTING (4) 2X12 BEAM
AutoCAD SHX Text 12 Ga. 11X12 GRADE 50 BENT PLATES; FASTEN TO BOTH SIDES OF BEAM W/ #10 2-1/2" SST SD SCREWS
AutoCAD SHX Text
EXISTING (4) 2X12 BEAM
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
EXISTING PILE
AutoCAD SHX Text 1 1/8"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1 1/8"
AutoCAD SHX Text 11"
AutoCAD SHX Text 7"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 12 Ga. 11X12 GRADE 50 BENT PLATES; FASTEN TO BOTH SIDES OF BEAM W/ #10 2-1/2" SST SD SCREWS
AutoCAD SHX Text
EXISTING (4) 2X12 BEAM
AutoCAD SHX Text TREATED (4) 2X6 2800 PSI LVLs; SISTER IAW MFCTR'S INSTRUCTIONS
AutoCAD SHX Text
EXISTING PILE (BEYOND)
AutoCAD SHX Text 11"
AutoCAD SHX Text 5"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 1/8"
AutoCAD SHX Text 2 1/4"
AutoCAD SHX Text 4"
AutoCAD SHX Text ~8'
AutoCAD SHX Text 42"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
INSTALL SST HGUS26-4 W/ (28) SST SD10212 SCREWS
AutoCAD SHX Text INSTALL SST LGT4; FASTEN TO LVL W/ (16) 3" SST SDS SCREWS & FASTEN TO EXISTING BEAM W/ (37) 0.148 X 3-1/4" SST NAILS
AutoCAD SHX Text
EXISTING WOOD RETAINING WALL TO REMAIN
AutoCAD SHX Text
EXISTING WOOD PILE TO REMAIN
AutoCAD SHX Text REMOVE & REINSTALL EXISTING METAL TRIM AS REQUIRED TO INSTALL COLUMN & CONNECTION; NOTIFY ENGINEER IF BEAM IS DETERIORATED
AutoCAD SHX Text
TREATED 4X6 COLUMN; FASTEN IAW DETAIL 4/A-5.34/A-5.3
AutoCAD SHX Text
NOTE: AT CORNER BALCONY POSTS, INSTALL 4X4 COLUMN IN LIEU OF 4X6 COLUMN
AutoCAD SHX Text 0.032" PREFINISHED ALUMINUM COLUMN CAP FLASHING; RIVET & SEAL SEAMS & FASTEN TO COLUMN W/ (1) STAINLESS STEEL SCREW W/ NEOPRENE WASHER ON EACH SIDE OF COLUMN
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
AutoCAD SHX Text 07/29/26
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
TYPICAL BEAM & COLUMN SECTION
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
OVERHEAD BEAM CONNECTION DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
COLUMN RAILING CONNECTION DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
COLUMN RIM JOIST CONNECTION DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text
SECTION
AutoCAD SHX Text A
AutoCAD SHX Text
TRANSVERSE SECTION
AutoCAD SHX Text B
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
END BEAM RAILING POST ATTACHMENT DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BEAM CONNECTION PLATE DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text A
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
TRANSVERSE SECTION
AutoCAD SHX Text A-5.3
AutoCAD SHX Text B
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
BEAM HANGER REINFORCEMENT DETAIL
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text
OFFICE BUILDING BEAM & COLUMN SECTION
AutoCAD SHX Text A-5.3
AutoCAD SHX Text
AutoCAD SHX Text GENERAL NOTES: ALL LUMBER SHALL BE PRESSURE-TREATED #2 SOUTHERN PINE UNLESS OTHERWISE NOTED ALL FASTENERS & ASSOCIATED HARDWARE SHALL BE ZMAX (G185) OR HOT-DIP GALVANIZED ACCORDING TO ASTM A123/F2329 ALL STEEL PLATES SHALL BE GRADE 50 LEAVE ~1/8" GAP BETWEEN DECK BOARDS TO ALLOW FOR THERMAL MOVEMENT ADD-ALTERNATE 1: ADJUST JOIST SPACING ACCORDING TO MFCTR'S REQUIREMENTS; CONTACT ENGINEER IF JOIST SPACING IS TOO NARROW TO INSTALL POST CONNECTION
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text
COLUMN FLASHING DETAIL
AutoCAD SHX Text A-5.3
| C-1.1 |
| Sheets and Views |
| C-1.1 |
| Fisher Manor Deck Replacements Bid Drawings |
| C-1.1 |
| Sheets and Views |
| C-1.1 |
| A-1.1 |
| Sheets and Views |
| A-1.1 |
| A-1.2 |
| Sheets and Views |
| A-1.2 |
| A-1.3 |
| Sheets and Views |
| A-1.3 |
| A-5.1 |
| Sheets and Views |
| A-5.1 |
| A-5.2 |
| Sheets and Views |
| A-5.2 |
| A-5.3 |
| Sheets and Views |
| A-5.3 |
File details come from the government source that posted it. Updated .