RFQ_CDS250400_Roof_Replacement_-_Ingram_2421_NW_20th_Street_-_EXHIBIT_F-A000-Cover_sheet_Ingram_Header.pdf
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- Attached to
- Roof Replacement - Ingram 2421 NW 20th Street
- Solicitation number
- RFQ# CDS/250400
- Issued by
- Marion County, Orlando City, Florida
About this file
This document is a construction drawing (A000 sheet) for a beam replacement project for the Ingram Residence located at 2421 NW 20th Street in Ocala, Florida, prepared by Rispoli Architects. The scope of work involves replacing an existing wood beam consisting of (2) 2x8s with like materials, including careful removal and reinstallation of decorative column wraps, installing new H1A hurricane ties at rafter connections, and replacing existing roof components. The project is designed under the Florida Building Code 2023 8th Edition and follows Type VB (unprotected & unsprinklered) construction for a residential R3 occupancy.
The drawing provides detailed technical specifications for the beam replacement, including maintaining existing structural wood posts, removing and replacing exterior ceiling elements, and reinstalling roof shingles. Specific instructions include using Simpson Strong-Tie hardware, temporary support/shoring during construction, and field verification of dimensions and existing conditions. The architectural plan is digitally signed and dated 01-24-25, with the project number RAA 2504, indicating a precise and professionally documented renovation approach for the residential property.
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Text version
EXISTING SINGLE
STORY RESIDENCE
SCOPE OF
WORK
EXISTING COVERED ENTRY
26'-0" EXISTING CONCRETE SLAB
8'-6"8'-0"8'-6"
8"
4" (VERIFY)
E
X I S
T I N
G
C O
N C
R E
T E
S
L A
B
O H
EXISTING WOOD BEAM CONSISTING OF (2) 2X8S WITH
1X UNDER BEAM TO BE REPLACED WITH LIKE
MATERIALS. PROVIDE TEMPORARY SUPPORT/SHORING
AS REQUIRED; PROVIDE NEW H1A HURRICANE TIES BY
SIMPSON STRONG-TIE AT EACH RAFTER CONNECTION
(TYP)
CAREFULLY REMOVE EXISTING
DECORATIVE COLUMN WRAP
AROUND EXISTING 4X4 WOOD
POST. REINSTALL DECORATIVE
COLUMN WRAP AFTER BEAM
REPLACEMENT. STRUCTURAL
WOOD POST TO REMAIN IN
PLACE (TYP. 4)
A
GENERAL PAINTING NOTE:
FOR ALL NEW WOOD AND METAL SHALL BE SURFACE
PREPPED, PRIMED AND PAINTED WITH SHERWIN
WILLIAMS EXTERIOR SUPER PAINT, TYP. INSTALL IN
STRICT ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. ALSO PATCH OVER ALL JOINTS OR
SEAMS AND EXPOSED WOOD END GRAINS WITH
ELASTOMERIC KNIFE BLADE PATCHING COMPOUND.
EXISTING ALUMINUM WRAPPED 2X FASCIA BOARD TO REMAIN
EXISTING PRE-FINISHED ALUM. DRIP EDGE TO BE REMOVED
AND REPLACED WITH NEW
EL. 8'-0"
EXISTING BEARING HT.
(VERIFY)
CAREFULLY REMOVE EXISTING DECORATIVE COLUMN WRAP
AROUND EXISTING 4X4 WOOD POST. CLEAN, REPAINT AND
REINSTALL DECORATIVE COLUMN WRAP AFTER BEAM
REPLACEMENT. STRUCTURAL WOOD POST TO REMAIN IN PLACE
(TYP)
EXISTING SHINGLE ROOF TO BE REPLACED WITH NEW
DIMENSIONAL ASPHALT SHINGLES OVER GAF TIGERPAW
UNDERLAYMENT; INSPECT AND REPLACE DAMAGED EXISTING
PLYWOOD DECKING WITH NEW; NOTIFY OWNER AND
ARCHITECT IF SUBSTANTIAL DAMAGE IS FOUND
EXISTING PLYWOOD CEILING TO BE REMOVED AND REPLACED
WITH NEW PLYWOOD AND 1X BATTENS AT SEAMS; VERIFY IN
FIELD EXISTING SIZES/THICKNESSES
EXISTING WOOD BEAM CONSISTING OF (2) 2X8S
WITH 1X UNDER BEAM TO BE REPLACED WITH LIKE
MATERIALS. PROVIDE TEMPORARY
SUPPORT/SHORING AS REQUIRED; PROVIDE NEW
H1A HURRICANE TIES BY SIMPSON STRONG-TIE AT
EACH RAFTER CONNECTION (TYP)
EXISTING 4X4 STRUCTURAL WOOD
POST TO REMAIN (TYP)
NEW H1A HURRICANE TIE AT EACH RAFTER
REPLACE EXISTING 2X8X8 SQ COLUMN CAP TO
MATCH EXISTING (TYP; FIELD VERIFY)
REMOVE EXISTING STRAP AND PROVIDE NEW
LSTA12 STRAP BY SIMPSON STRONG TIE AT EACH
SIDE OF COLUMNS (TYP)
SCALE: 1/8" = 1'-0" (PRINTED @ 24X36)
A000
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
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JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A BEAM REPLACEMENT FOR:
THE INGRAM
RESIDENCE
2421 NW 20TH STREET,
OCALA, FL 34475
INDEX OF DRAWINGS
SCOPE OF WORK
CODE REFERENCE
TYPE OF CONSTRUCTION (FBC CHAPTER 6): TYPE VB (UNPROTECTED & UNSPRINKLERED)
OCCUPANCY (FBC CHAPTER 3):
RESIDENTIAL - GROUP R3
A BEAM REPLACEMENT FOR INGRAM RESIDENCE, CONSISTING OF A NEW WOOD BEAM TO MATCH EXISTING, REPLACEMENT OF EXISTING EXTERIOR CEILING AND REPLACEMENT OF EXISTING ROOF SHINGLES.
LOCATION OF RESIDENCE IS 2421 NORTHWEST 20TH STREET, OCALA FLORIDA.
GENERAL CONDITIONS
A000 COVER, PROJECT INFORMATION, PLAN & DETAILS
APPLICABLE CODES:
FLORIDA BUILDING CODE 2023 8th EDITION
(BUILDING, PLUMBING, FUEL & GAS, MECHANICAL & ACCESSIBILITY VOLUMES)
NEC 2020 NATIONAL ELECTRICAL CODE
FFPC 2020 7th EDITION
ASCE 7-22 EDITION
KEY PLAN
SCALE: 3/8" = 1'-0" (PRINTED @ 24X36)
FLOOR PLAN - DIMENSIONS
SCALE: NTS = (PRINTED @ 11X17)
NOTE:
CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.
SCALE: NTS = (PRINTED @ 11X17)
SCALE: 3/4" = 1'-0" (PRINTED @ 24X36)
BEAM SECTION
SCALE: NTS = (PRINTED @ 11X17)
A
| Sheets and Views |
| RESIDENTIAL NEW CODE |
| 2025-02-05T09:12:09-0500 | |
| Joseph A Rispoli |
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