2-ALERT-FIRE-CO-STCLAIR-BLDG PLANS(2-20-25)FINAL-Model.pdf

PDF 7 MB Posted May 14, 2026

Attached to: St. Clair - Firehouse Addition (0326-609049. 02)
Solicitation number: Not on record
Issued by: Schuylkill County, South Pottstown CDP, Pennsylvania

About this file

Written by GovTribe AI · May 18, 2026

This document is a comprehensive set of architectural and engineering plans prepared by Yourshaw Engineering, Inc. for the Alert Fire Company No. 1 firehouse addition project in Saint Clair, Pennsylvania, involving the Borough of St. Clair. The project encompasses construction of a new apparatus garage addition to the existing fire station located at 30-34 South Second Street. The scope of work includes a Type II B construction with a 20-foot wide by 14-foot high insulated overhead garage door, foundation and floor slab work, steel roof joists and metal roof decking with rubber membrane covering, concrete floor with trench drains, masonry block walls with blown-in insulation (R-20), electrical service with LED lighting and emergency generator provisions, driveway and concrete apron work, and flood protection measures including removable flood planks per FEMA requirements. The project follows the 2015 International Building Code and Pennsylvania Universal Construction Code, with design loads including a 50 psf live load and 30 psf snow load. Sealed bids are being received online via the PennBid Program until Thursday, May 28, 2026, at 1:00 PM, with public bid announcement scheduled for June 2, 2026, at 6:30 PM during the Borough Council meeting. Site visits and pre-bid examinations are permitted upon request.

The successful bidder will be required to provide Performance and Payment Bonds equal to 100 percent of the contract price with an approved corporate surety, and must submit bid security of not less than 10 percent of the total bid amount in the form of a certified check, bank money order, or bid bond payable to the Borough of St. Clair. Pennsylvania Prevailing Wage Rates apply to all work, and all submitted bids must include the completed Public Works Employment Verification Form as required by the Public Works Employment Verification Act. The project is subject to Pennsylvania Human Relations Act compliance regarding non-discrimination in employment based on race, age, color, religion, sex, ancestry, national origin, or handicap. The Borough reserves the right to waive any informality and accept or reject any and all bids. No bid may be withdrawn for 60 days following the bid opening date. All bidding documents are available at no cost through http://PennBid.bonfirehub.com/, and the contract will be awarded to the lowest responsive and responsible bidder within 60 days of bid opening, or 120 days if delayed by governmental approvals or bond closings. The entire project will be awarded to one contractor.

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3-Project Manual St. Clair Firehouse Addition Project 20260514.pdf	PDF	May 14, 2026
1-ALERT-FIRE-CO-STCLAIR-HOP-PLANS.pdf	PDF	May 14, 2026
2-Project Manual St. Clair Youth BB Court 20260217.pdf	PDF	Feb 17, 2026
1-Plans-SC Youth BB Court (02.17.2026).pdf	PDF	Feb 17, 2026

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ALERT FIRE COMPANY NO. 1

PLANS PREPARED BY:

OWNER INFORMATION:

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

30-34 SOUTH SECOND ST.

ALERT FIRE CO. NO. 1

34 SOUTH SECOND ST.

SAINT CLAIR, PA 17970

FRANK UHRIN, FIRE CHIEF (570)294-0723

FIRE STATION ADDITION

TYPE OF CONSTRUCTION: II B

CODES:

IBC 2009

NEC 2008

ICC A117.1-2009

USE GROUP: S-2, LOW HAZARD STORAGE

NFPA 101

FOR

SAINT CLAIR, PENNSYLVANIA 17970

PROPERTY LOCATION:

ALERT FIRE CO. NO. 1

30 SOUTH SECOND ST.

SAINT CLAIR, PA 17970

P.I.N. 62-02-0276.000

FOR NEW APPARATUS GARAGE

DESIGN LOADS:

ROOF LOADS

" Live Load " Dead Load

50 psf

Top Chord 40 psf Bottom Chord 15 psf

Total Roof Load 105 psf(Min.

Section 1603 IBC 2015 Edition

Snow Load: 30 psf Snow Load: Importance Factor: 1 Thermal factor: 1.1

Basic Wind Speed: 115 mph Wind Importance Factor: 1 Wind Exposure: "C" Internal Pressure Coefficient: +. 18,-.18 Design Wind Pressure: 21 psf

Section 1604 IBC 2015 Edition Occupancy Category of Buildings - Category II

Wind and lateral forces loading per IBC (International Building Code), 2015 edition.

Lateral force resisting systems shall meet seismic detailing requirements and limitations prescribed in the IBC 2015 edition, even when wind code prescribed load effects are greater than seismic load effects.

Basic Wind Speed (3 second gust): 115 mph (Equivalent Basic Wind Speed: 90 mph)

GENERAL BLDG. NOTES:

STRUCTURAL DESIGN CRITERIA:

FOUNDATIONS:

Foundation Materials:

EXISTING CONDITIONS:

TYPICAL DETAILS:

INSULATION:

METAL ROOF DECK:

STEEL ROOF JOISTS:

FINISHINGS, DOORS AND WINDOWS:

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SHEET:

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DWG.#

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POTTSVILLE, PA. 17901

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YOURSHAW ENGINEERING, INC.

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ENGINEERS & DESIGNERS

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2520 W. NORWEGIAN STREET

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PHONE: (570) 622-7560

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FAX: (570) 622-7517

AutoCAD SHX Text e-mail: YOURSHAW@VERIZON.NET

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CELL: (570) 449-7560

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CHARLES J. YOURSHAW P.E.

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DATE:

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%%UDRAWING INDEX

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SHEET NO. 1 (S-1) COVER SHEET/INDEX

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SHEET NO. 2 (S-2) SITE PLAN

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SHEET NO. 3 (S-3) FOUNDATION AND FLOOR SLAB PLAN

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SHEET NO. 4 (S-4) ROOF FRAMING PLAN

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SHEET NO. 5 (S-5) ELECTRICAL PLAN

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SHEET NO. 6 (S-6) BUILDING ELEVATIONS

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SHEET NO. 7 (S-7) WALL SECTIONS

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SHEET NO. 9 (S-8) CONSTRUCTION DETAILS

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SHEET NO. 10 (S-9) CONSTRUCTION DETAILS

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SHEET NO. 8 (S-7A) FULL BUILDING SECTION

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REVISED 11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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REVISED 12/17/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

AutoCAD SHX Text the contractor's sole responsibility to determine erection procedures and sequences to insure the safety

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1. The structure is designed to be self supporting and stable after the building is complete. It is

AutoCAD SHX Text of the building and its components during erection. This includes, but is not limited to the addition

AutoCAD SHX Text of sheeting, shoring, temporary bracing, guys and tiedowns. The contractor shall provide all shoring

AutoCAD SHX Text bracing required.

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2. All dimensions and conditions must be verified in the field. Any discrepancies shall be brought

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3. Sections and details shown on any drawings shall be considered typical for similar conditions.

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4. All applicable federal, state, and municipal regulations shall be followed, including the Federal

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1. Existing conditions indicated are obtained from available sources (existing drawings, field surveys, AutoCAD SHX Text etc.) and are not guaranteed to be true and exact. Contractor(s) shall field verify existing conditions

AutoCAD SHX Text and notify the engineer of any discrepancies prior to proceeding with the affected portion of the work.

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1. Design loads are in accordance with the UCC Universal Constructio Code/2015, and Pennsylvania L&I.

AutoCAD SHX Text Corridors 100 PSF

AutoCAD SHX Text Offices 50 PSF

AutoCAD SHX Text Storage 125 PSF

AutoCAD SHX Text Roof 30 PSF

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4. Snow Loading is based on the following: Drifting or sliding snow loads have been considered were

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AutoCAD SHX Text Ground Snow Load (Pg) 40 PSF

AutoCAD SHX Text Snow Exposure Factor (Ce) 0.7

AutoCAD SHX Text Importance Factor (1) 1.0

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5. Wind Loading is based on the following:

AutoCAD SHX Text Basic Wind Speed 115 MPH

AutoCAD SHX Text Exposure (MWFRS) C

AutoCAD SHX Text Exposure (Components and Cladding) C

AutoCAD SHX Text Importance Factor (1) 1.0

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6. Seismic Loading is based on the following:

AutoCAD SHX Text Peak Velocity-Related Acceleration (Av) 0.12

AutoCAD SHX Text Peak Acceleration (Ao) 0.12

AutoCAD SHX Text Seismic Hazard Exposure Group I

AutoCAD SHX Text Seismic Performance Category C

AutoCAD SHX Text Site Coefficient 1.2

AutoCAD SHX Text Basic Structural System Moment Resisting & Bldg Frame

AutoCAD SHX Text Seismic-Resisting System Reinf Masonry Shear Wall & Moment Frame

AutoCAD SHX Text Analysis Procedure Equivalent Lateral Force

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7. Lateral Earth Pressures on retaining and basement walls are based on the following:

AutoCAD SHX Text Equivalent At-Rest Fluid Pressure (Basement) 60 PCF

AutoCAD SHX Text Equivalent Active Fluid Pressure (Cantilevered) 40 PCF

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1. Foundations have been designed in accordance with a soil pressure of 3.0 KSF.

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2. Spread footings shall bear on undisturbed soil, controlled structural fill, or rock having a minimum

AutoCAD SHX Text safe bearing capacity of 3.0 KSF.

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3. The bottoms of exterior footings shall be 42" MIN below finished grade.

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4. Edges of footings shall not be placed at a greater than 1 (vertical) or 2 (horizontal) slope with

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1. Concrete shall be normal weight having a minimum 28 day design compressive strength as follows:

AutoCAD SHX Text Spread Footings 3500 PSI

AutoCAD SHX Text Walls & Piers 3500 PSI

AutoCAD SHX Text Slab-On-Grade (Interior) 4000 PSI

AutoCAD SHX Text Slab-On-Grade (Exterior) 4000 PSI (0.45 W/C Ratio Max)

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2. Concrete reinforcing shall conform to the following designations:

AutoCAD SHX Text Deformed Bars ASTM A615, Grade 60

AutoCAD SHX Text Deformed Bars (Weldable) ASTM, A706

AutoCAD SHX Text Welded Wire Fabric ASTM, A185

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3. Lap deformed bars 40 DIA., Uno. hooks shall be standard hooks, Uno. Lap welded wire fabric such

AutoCAD SHX Text Collateral load 10 PSF

AutoCAD SHX Text that the overlap of the outermost cross wires of each adjoining sheet is not less than the spacing of

AutoCAD SHX Text the cross wires plus two in., uno.

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2. Climate Zone: 5

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4. Reinforcing for slabs on grade, where not otherwise specified, shall be 6x6-W2.9 x W2.9 WWF.

AutoCAD SHX Text Reinforcing shall be supported and located 1 1/2" below top of slab.

AutoCAD SHX Text layers and compacted to 95% of the dry-weight density of the materials. The dry-weight for the

AutoCAD SHX Text material in place shall be determined by an approved testing laboratory.

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10. Reinforcement bars shall conform to ASTM-A615, (f = 60,000) psi for deformed bars.

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11. Welded wire fabric shall conform to ASTM-A185, wire per ASTM-A82.

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12. All fill material within the foundation and shall consist of material that meet the requirements of

AutoCAD SHX Text section 206.2 of PENNDOT Pub. 408 except for the top 6"' which shall consist of 2A aggregate meeting

AutoCAD SHX Text the requirements of Section 350.2 of PENNDOT Pub. 408. The material shall be placed in 8" (max.)

AutoCAD SHX Text f'c = 3500 psi (footings, piers, and foundation walls)

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9. Minimum 28-day compressive strength of concrete:

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8. Exterior wall footings shall be founded a minimum of 3.0 feet below finish grade for frost protection.

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7. Footings shall bear on undisturbed soil and/or properly compacted fill.

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6. Details and dimensions may very in accordance with the equipment manufacturer's requirements.

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5. Maximum allowable design foundation pressure = 3000 PSF

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13. Allowable live load deflection:

AutoCAD SHX Text f'c = 4000 psi (floor slab)

AutoCAD SHX Text L/240

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5. Welding, welding electrodes, fluxes, and procedures shall conform to AWS D1 4-92, "Structural

AutoCAD SHX Text Welding Code - Reinforcing Steel". Electrodes shall have a minimum tensile strength of 70 KSI.

AutoCAD SHX Text ASTM A706 Bars shall be used in all welded applications.

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3. Live loads as follows:

AutoCAD SHX Text Frost Line 36"

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1. Typical details apply at all appropriate locations.

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2. Keyed construction joint details sawed cuts are shown on the plan sheets.

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1. Ceiling insulation R-30

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2. Wall insulation R-20

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3. Unheated Floor Slab R-10 for 24" below

AutoCAD SHX Text Climate Zone 5A

AutoCAD SHX Text Fenestration req. per Table 402.4 of the IECC

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REVISED 2/20/25 FOR BID DOCUMENTS

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SHEET NO. 1 (H-1) DRIVEWAY PLAN

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SHEET NO. 2 (H-2) DRIVEWAY PLAN, SECTIONS/SIGHT DISTANCE

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%%USUPPLEMENTAL PLANS:

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1. Metal roof decking shall be Type B, 16 ga. galvanized steel.

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2. Metal roof decking shall be capable of a combined live, dead and snow load of 105 PSF.

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3. Shall conform to ASTM 653/A635M for galvanized deck or ASTM A1008/A1008m for uncoated.

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4. All fastening, finishing procedures and components are to conform to the manufacturers

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1. All steel roof joists shall be in accordance with American National Standard SJI-100-2020, and CFR OSHA

AutoCAD SHX Text 29 CFR PART 1926 "Safety Standards for Steel Erection Sub-part R" 1-18-2001 for material, design and

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1. All finishing such as painting, carpentry, installation of doors and windows shall conform to the adopted

AutoCAD SHX Text building codes and the specific manufacturers application and installation recommendations and

AutoCAD SHX Text workmanship. See specified types of doors and windows on drawings.

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3. Any equipment, finishes, or procedures to be used that are not specified on the drawings require

AutoCAD SHX Text a proposed design/ cut sheet for the company and engineers approval.

SOUTH SECOND STREET

(34)(40)(42) (26) (20)

SITE PLAN

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

PROPOSED

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

W N O R W

N S

T R

T C

S O

H S

O N D

R T F

C O N O

SITE PLAN

T C

S O

H S

O N D

T A

R T F

C O N O

N 2-

-0

BUILDING NORTH

ZONING INFORMATION:

BOROUGH OF SAINT CLAIR, PA ZONING

AS PER AMMENDMENT # 423

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( IN FEET )

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GRAPHIC SCALE

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EXISTING

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FIREHOUSE

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DEPRESSED CURB

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LISA M. SCHAEFFER

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D.B. 1507, PG. 0308

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AutoCAD SHX Text N/F

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ALERT FIRE CO OF ST. CLAIR

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D.B. 0178, PG. 0619

AutoCAD SHX Text N/F

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COAL COUNTRY PROPERTIES LLC

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D.B. 2287, PG. 1236

AutoCAD SHX Text N/F

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BERNARD J. LUBINSKY

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D.B. 2076, PG. 1342

AutoCAD SHX Text (20'x200').

AutoCAD SHX Text N/F

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CODY D. TUCKER

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D.B. 2544, PG. 1271

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AutoCAD SHX Text N/F

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MARGARET T. WEAVER

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D.B. 2522, PG. 0982

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24" CONC. WALK

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EXISTING

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FIREHOUSE ADDITION

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UTILITY POLE

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UTILITY POLE

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CONCRETE WALK

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CONCRETE WALK

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CONC.

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PORCH

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CONC.

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PORCH

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CONC.

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PORCH

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LISA M. SCHAEFFER

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D.B. 1507, PG. 0308

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BENCHMARK A2

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BOLT ON FIRE

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HYDRANT, EL. 728.31

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FFE=726.21

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FFE=726.94

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BENCHMARK A1

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PK SET IN PAVEMENT

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OBTAINED BY GPS, NAD88

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WESTERN SIDE S. 3RD ST.

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ELEV. 725.19

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FF 726.94

AutoCAD SHX Text 100.29'

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EXISTING BUILDING

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NEW CONCRETE APRON

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PORTION OF EXISTING SLAB

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TO REMAIN FOR NEW USE

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SCALE:

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CJY

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SCALE:

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SUBJECT:

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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OWNER:

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SIGHT DISTANCE NORTH 1200'+

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SIGHT DISTANCE SOUTH 600'+

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ZONE: C-1 CENTRAL COMMERCIAL

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MINIMUM LOT AREA REQUIRED = 2,000 S.F.

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MINIMUM LOT AREA PROVIDED = 3,600 S.F.

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MINIMUM LOT FRONTAGE REQUIRED = 20 FT.

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MINIMUM LOT FRONTAGE PROVIDED = 30 FT.

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PRINCIPAL BUILDING SETBACKS: (NO ACCESSORY STRUCTURES)

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FRONT YARD REQUIRED = 0 FT. MIN. / 20' MAX.

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FRONT YARD PROVIDED = 10 FT.

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SIDE YARD REQUIRED = 4 FT. EACH SIDE

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SIDE YARD PROVIDED = 0 FT. (SOUTH), 0.67' (NORTH)**

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REAR YARD REQUIRED = 20 FT.

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REAR YARD PROVIDED = 10 FT.**

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MAXIMUM BUILDING HEIGHT ALLOWED = 35 FT. OR 2.5 STORIES

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MAXIMUM BUILDING HEIGHT PROVIDED = 21'-4"

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MAXIMUM BUILDING COVERAGE ALLOWED = 60%%% OR 2,160 SF

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MAXIMUM BUILDING COVERAGE PROVIDED = 83%%% OR 3,000 SF**

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MAXIMUM IMPERVIOUS AREA = 60%%% OR 2,160 SF

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MAXIMUM IMPERVIOUS AREA PROVIDED = 96.9%%% OR 3,490 SF**

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BUILDING AND IMPERVIOUS COVER

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ZONING VARIANCE REQUESTS FOR SIDE YARD SETBACK FROM 4 FT. TO 0.67 FT.

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ZONING VARIANCE REQUEST FOR MAX. BLDG COVERAGE FROM 60%%% TO 83%%%

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ZONING VARIANCE REQUEST FOR MAX. IMPERVIOUS AREA FROM 60%%% TO 98.5%%%

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24" ROOF O.H.

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24" ROOF O.H.

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30.33' EXISTING DEPRESSED CURB

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PROPOSED APPARATUS

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GARAGE EXTENSION

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DOORWAY

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TIE INTO EXISTING

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ROOF DRAIN LEADER

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11/25/19 REVISED FOR FLOOD PLAIN ORDINANCE COMPLIANCE

AutoCAD SHX Text 7-31-19

AutoCAD SHX Text S-2

AutoCAD SHX Text 2-10

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L.P. GAS TANK

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EMERGENCY

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GENERATOR

12/17/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

FOUNDATION/WALL

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

W N O R W

N S

T R

T C

S O

H S

O N D

R T F

C O N O

FLOOR SLAB PLAN

T C

S O

H S

O N D

T A

R T F

C O N O

FOUNDATION/WALL/FLOOR SLAB PLAN

1/4" = 1'-0"

N 2-

-0

SEE DETAIL 1, SHEET S-9

FOR CONCRETE APRON DETAIL

CONFIRM WINDOW AND

DOOR ROUGH OPG.

SIZES PER F.C.

BUILDING NORTH

A S-7

TYP. BUILDING FOOTER A

S-3

2'H x 4'W shown

B S-7

C S-7

B1 S-3

FRONT WALL SECTION B1

S-3

GARAGE DOOR JAMB DETAIL LINTEL DETAIL

D S-8

A B C D E F

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SCALE:

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CJY

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SCALE:

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SUBJECT:

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BY:

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CK BY:

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DATE

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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FF 726.94

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OWNER:

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OWNER:

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-8"

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1/2" EXP. JT MAT'L

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2" INSULATION BOARD

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6" COMPACTED 2A MODIFIED STONE

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8" OF 4000 PSI CONCRETE

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NO. 4 BARS E.W.

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6 MIL VAPOR BARRIER

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NO. 4 BARS @ 16" C.C.

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(3) NO. 4 BARS

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10" CONCRETE BLOCK

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F.F. ELEV. 726.94

AutoCAD SHX Text B.O.F. 723.25

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DOOR OPENING

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EXISTING BUILDING

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4" PVC @ 2.00%%%

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6" PVC COLLECTOR PIPE

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TO EXISTING ROOF DRAIN PIPING

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10" CONCRETE BLOCK

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24" CONC. FOOTER

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DOOR

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NEW CONCRETE APRON

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CLEANOUT

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WINDOW*

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WINDOW*

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NO SCALE

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NO. 4 BARS VERT. @ 36" O.C.

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NO. 4 BARS VERT. BENT

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12" LAP

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TRENCH FLOOR DRAIN

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6" WIDE AS MFG. BY ZURN

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INDUSTRIES, MOD. NO. Z886 WITH

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WINDOW*

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TRENCH NO. 8615

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TRENCH NO. 8614

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TRENCH NO. 8613

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MOD. P6-DGC DUCTILE GRATE

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TRENCH FLOOR DRAIN

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6" WIDE AS MFG. BY ZURN

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INDUSTRIES, MOD. NO. Z886 WITH

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TRENCH NO. 8615

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TRENCH NO. 8614

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TRENCH NO. 8613

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MOD. P6-DGC DUCTILE GRATE

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4" PVC @ 2.00%%%

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OIL/WATER SEPARATOR SIZE

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BY PLUMBING CONTRACTOR

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NO SCALE

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STANDARD RED BRICK

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STANDARD 10" CONCRETE

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WIRE WALL TIES

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GALVANIZED

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STEEL CHANNEL

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STEEL CHANNEL

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STEEL MESH HORIZ. REINFORCEMENT

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EVERY 3RD COURSE TYPICAL

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NO SCALE

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STANDARD 10" CONCRETE

AutoCAD SHX Text BLOCK (7-5/8"x9-5/8"x15-5/8")

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STANDARD RED BRICK

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%%UINTERIOR

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20'-0" CLEAR

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PREVIOUS BUILDING ADDITION

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STEEL CHANNEL

AutoCAD SHX Text 5/8" DIA. x 6" HILTI BOLT W/

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WASHER SP. @ 18" C.C. VERT

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(TYP. EA. SIDE)

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FILL BLOCK VOID W/ FLOWABLE

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CEMENT GROUT, BOTTOM TO TOP

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OF WALL STRUCTURE

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PRIME AND PAINT

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WEATHER STRIP PER

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DOOR MFG.

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WELD OR BOLT DOOR CHANNEL

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TO STEEL CHANNEL, PER MFG.

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W10X49 STEEL

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LINTEL

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C15X33.9 CHANNEL

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DOOR JAMB

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WELD TO LINTEL BEAM

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AutoCAD SHX Text 1/2"x 6" W. STEEL

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PL. WELDED TO LINTEL.

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EXTEND 3 1/2" FOR

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RED BRICK SUPPORT

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10" CONC BLOCK

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NO SCALE

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UP TO 2ND FL.

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TO BSMT

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DOWN

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NO. 4 BARS @ 12" E.W.

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OR 4@12 EWW MATS

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OR 4@12 EWW MATS

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3/4" WATERLINE BY

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PLUMBING CONTRACTOR

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WATER SPIGOT

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W/SHUT-OFF VALVE

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WATER SPIGOT

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W/SHUT-OFF VALVE

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FROST PROOF

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WATER SPIGOT

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FACE MOUNT HYDRO-DEFENSE

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FLOOD PANEL CHANNEL, MOUNTING PER MFG.

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REMOVABLE

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FLOOD PANEL

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TYP. EACH SIDE

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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FLOOD BARRIER

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PS INDUSTRIES

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"FLOOD PLANK" SYSTEM

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FLOOD BARRIER

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PS INDUSTRIES

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"FLOOD PLANK" SYSTEM

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SEE DETAILS DWG.

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6" BACKFLOW

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PREVENTION VALVE

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12/17/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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EMERGENCY

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GENERATOR

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SLAB ELEV.

AutoCAD SHX Text 726.77%%P

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EXISTING

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8" COMPACTED

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2A MODIFIED

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R-20 MIN. BLOWN-IN

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INSULATION (ALL EXTERIOR BLOCK)

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R-20 MIN. BLOWN-IN

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INSULATION (ALL EXTERIOR BLOCK)

AutoCAD SHX Text 20'W x 14' H. INSULATED O.H. DOOR

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HAAS MODEL #732 WHITE STEEL

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INSULATED SECTIONAL DOOR W/

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(4) 12"x25" INSULATED CLEAR

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TEMPERED GLASS WINDOWS OR

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APPROVED EQUAL

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REVISED PER BID DOCUMENT REQUIREMENTS

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2/20/25

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

ROOF FRAMING

R S

T T

O N E:

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-7

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C O N O

ROOF FRAMING PLAN

1/4" = 1'-0"

N 2-

-0

JOISTS AS SPECIFIED

METAL ROOF DECKING

LAYERED INSULATION

RUBBER ROOF MEMBRANE

BUILDING NORTH

JOIST DESIGNATION -16K7 - SERVICE LOAD 193 PSF

DEAD LOAD 12 PSF - SNOW LOAD 40 PSF

WEIGHT (PLF) 8.6 = 245.1 LB. EA.

OVERALL LENGTH = 28'-6"

CLEAR SPAN = 27'-10"

BRIDGING: 1-1/2"x7/64" SP. @ 9'-10" MAX.

BOLTED CONNECTIONS TO BE 3/8" DIA.

5 PIECES

A B C D E F

L.P. GAS TANK ANCHORING DETAIL

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SCALE:

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CJY

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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BY:

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CK BY:

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DATE

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BY:

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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17 JOISTS

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OWNER:

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OWNER:

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EXISTING BUILDING

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FACE EX. BLDG

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AutoCAD SHX Text W12x19 BEAM

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1/2" PER FT.

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ROOF O.H.

AutoCAD SHX Text BRIDGING: 1-1/2"x7/64" SP. @ 9'-10" MAX.

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16K7 JOIST(A)

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PREVIOUS BUILDING ADDITION

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W12X19 STEEL

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BEAM(TYP.)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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16K7 JOIST(A)

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COLUMN(TYP)

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W12X19 STEEL

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BEAM(TYP.)

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W12X19 STEEL

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BEAM(TYP.)

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W12X19 STEEL

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BEAM(TYP.)

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COLUMN(TYP)

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TOTAL JOIST LENGTH

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FLOOD BARRIER

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PS INDUSTRIES

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"FLOOD PLANK" SYSTEM

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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EMERGENCY

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GENERATOR

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SLAB ELEV.

AutoCAD SHX Text 726.77%%P

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EXISTING

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NO SCALE

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250LB. L.P.

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GAS TANK

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RUBBERIZED TANK

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STRAP(2 REQ.)

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S.S. 5/16" CABLE

AutoCAD SHX Text 1/2"DIA.x8"L. S.S.

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EYE BOLTS GROUTED

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TO CONCRETE SLAB

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12/17/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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AutoCAD SHX Text S-7

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AutoCAD SHX Text S-7

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AutoCAD SHX Text D

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AutoCAD SHX Text D

AutoCAD SHX Text S-8

AutoCAD SHX Text 2/20/25

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REVISED PER BID DOCUMENT REQUIREMENTS

AutoCAD SHX Text 2/20/25

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

ELECTRICAL

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

W N O R W

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C O N O

ELECTRICAL PLAN

1/4" = 1'-0"

N 2-

-0

BUILDING NORTH

ELECTRICAL LEGEND

EMERGENCY GENERATOR MOUNTING

TOP VIEW

SIDE VIEW FRONT VIEW

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SCALE:

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CJY

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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BY:

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CK BY:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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OWNER:

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EXISTING BUILDING

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NOTES:

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1 - ALL WIRING PER THE LATEST NEC CODE.

AutoCAD SHX Text 2 - MINIMUM OUTLET/RECEPTACLE SPACING IS 12'. ALSO A MIN. OF 6'-0" FROM WALL CORNERS.

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4 - 20 AMP RECEPTACLES, MAXIMUM 6 OUTLETS PER BREAKER POSITION

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7 - GARAGE DOOR OPENER TO BE AS REQUIRED BY DOOR MANUFACTURER

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ELEC PANEL

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EXIT

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200 AMP ELECTRICAL SERVICE PANEL

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120V 20A SINGLE POLE SWITCH

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120V DUPLEX RECEPTACLE

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ILLUMINATED "EXIT" SIGN WITH LED EMERGENCY

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LIGHTING MODULE, LITHONIA MOD. NO. ECR LED M6

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INTEGRATED 2-LIGHT LED WALL MOUNTED EMERGENCY

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LIGHTING MODULE, LITHONIA MOD. NO. EU2 LED HD T20C M6

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120V OVERHEAD GARAGE DOOR OPENER, SEE DOOR MFG FOR TYPE

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120V 20A THREE WAY SWITCH

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(FANS, GARAGE DOOR SWITCH)

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(LIGHTING)

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120V EXTERIOR WALL MOUNTED LIGHT FOR ACCESS DOOR

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EXIT

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RECESSED LED

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POT LIGHTS

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UP TO 2ND FL.

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TO BSMT

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DOWN

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PREVIOUS BUILDING ADDITION

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EMERGENCY

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GENERATOR

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LED GARAGE DOOR

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SAFETY LIGHT STRIP

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ACTION INDUSTRIES

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MOD. NO. 102-0026

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DUSK TO DAWN

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PHOTO EYE FOR

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CANOPY LIGHTS

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(BOROUGH LINE)

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AutoCAD SHX Text 3 - ALL ELECTRICAL OUTLETS AND CONDUIT TO BE MOUNTED A MIN. OF 2'-6" (30") ABOVE FINISHED FLOOR (INT. AND EXT.).

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6 - TOTAL GARAGE AREA LUMENS PROVIDED = 337,072

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LIGHT BANK 1

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AutoCAD SHX Text 5 - ALL CEILING FIXTURES TO BE: LITHONIA LIGHTING, IBE-22LM-MVOLT-40K-165 Watts - LED High Bay-21067 Lumens

AutoCAD SHX Text 6-Lamp T5HO Equal- 4000K- 120-277V OR APPROVED EQUAL, LOCATED AS SHOWN.

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ELECTRICAL SERVICE FOR

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GARAGE TO BE TIED INTO

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EXISTING PANEL

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WEATHER PROOF

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GFCI DUPLEX OUTLET

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EXTERIOR FLOOD LIGHT

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WEATHER PROOF

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GFCI DUPLEX OUTLET

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BOROUGH ELECTRIC METERED LINE

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CEILING MOUNTED LED LIGHTING FIXTURE

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CEILING MOUNTED LED LIGHTING FIXTURE WITH MOTION DETECTION OPTION

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EXTERIOR SOFFIT MOUNTED L.E.D. POT LIGHTS

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LED GARAGE DOOR RED SAFETY LIGHT STRIP, ACTION INDUSTRIES

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MOD. NO. 102-0026

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STANDARD CIRCUIT

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LIGHT BANK 2

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(OPTIONAL)

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GFI

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GFI

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GFI

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GFI

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KEY SWITCH (MAIN DOOR OPERATION)

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WEATHER PROOF 120V DUPLEX RECEPTACLE-GFCI

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120V DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER(GFCI)

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1 SET

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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SLAB ELEV.

AutoCAD SHX Text 726.77%%P

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ELEV. 726.77

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BFE-728.92

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LP EMERGENCY

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GENERATOR

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(BY OWNER)

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3/8" STL. PLATE

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EXISTING SLAB

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FFE 726.94

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BFE-728.92

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3/8" STL. PLATE

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 1/2"%%Cx6"L.

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GALV. LAG BOLTS

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(10 REQ.)

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EXISTING CONCRETE SLAB

AutoCAD SHX Text 1/2"%%Cx6"L.

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GALV. LAG BOLTS

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(10 REQ.)

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ANCHORING BOLTS

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PER MFG.

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GENERATOR

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LP EMERGENCY

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GENERATOR

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(BY OWNER)

AutoCAD SHX Text 1/4"

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(TYP. ALL CONNECTIONS)

AutoCAD SHX Text 1/4"

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(TYP. ALL CONNECTIONS)

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NO SCALE

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EXISTING CONCRETE SLAB

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ANCHORING BOLTS

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PER MFG.

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GENERATOR

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(CONFIRM O.A. GENERATOR SIZE)

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(CONFIRM O.A. GENERATOR SIZE)

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CENTER SUPPORT

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AutoCAD SHX Text 2-4

AutoCAD SHX Text 1/4"

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CONDUIT AND CONNECTION

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BY ELECTRICAL CONTRACTOR

AutoCAD SHX Text 8 - L.P. EMERGENCY GENERATOR TO BE PURCHASED AND INSTALLED BY OTHERS ABOVE B.F.E. ON STEEL FRAME BOLTED

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TO EXISTING CONCRETE SLAB

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12/17/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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GENERATOR

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SWITCH PANEL

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EXISTING

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SEE L.P. SUPPLY TANK

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ANCHORING DETAIL SHEET S-4

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(BY OTHERS)

AutoCAD SHX Text 2/20/25

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REVISED PER BID DOCUMENT REQUIREMENTS

AutoCAD SHX Text 2/20/25

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

BUILDING

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

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N S

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ELEVATIONS

T C

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C O N O

N 2-

-0

REAR/WEST ELEVATION

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

FRONT/EAST ELEVATION

SAINT CLAIR FIRE STA.1

(BY OTHERS)(BY OTHERS)

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SCALE:

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CJY

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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BY:

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CK BY:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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SITE LOCATION:

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FIN FL. EL. 726.94

AutoCAD SHX Text B.F.E. 728.92

AutoCAD SHX Text T.O.F. 724.27

AutoCAD SHX Text B.O.F. 723.44

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TOP OF BLOCK

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1/2" PER FT.

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TOP COLUMN

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ALUMINUM FLASHING

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BOLTED TO BEAM

AutoCAD SHX Text 2x6 RAFTER SP@ 24" C.C.

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3/4" ROOF BOARD/25YR ASPH. SHINGLES

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EXIST. ROOF

AutoCAD SHX Text 2x4 VERT. EA. RAFTER

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CENTERED IN SPAN

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CLEANOUT

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WINDOW*

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AutoCAD SHX Text 6"x6"x6'' WYE

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WINDOW*

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WINDOW*

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FIN FL. EL. 726.94

AutoCAD SHX Text B.F.E. 728.92

AutoCAD SHX Text T.O.F. 724.27

AutoCAD SHX Text B.O.F. 723.44

AutoCAD SHX Text 6"x6"x4' TEE

AutoCAD SHX Text S-6

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1/2" PER FT.

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FIN FL. EL. 726.94

AutoCAD SHX Text B.F.E. 728.92

AutoCAD SHX Text T.O.F. 724.27

AutoCAD SHX Text B.O.F. 723.44

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TOP OF BLOCK

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EXISTING BULDING NORTH WALL

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AutoCAD SHX Text 20'W x 14' H. INSULATED O.H. DOOR

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W/ ROOF FELT. MATCH EXISTING

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KEYED MAIN DOOR

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SWITCH

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FLOOD PANEL

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CENTER MULLION

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REMOVABLE

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FLOOD PANEL

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FACE MOUNT HYDRO-DEFENSE

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FLOOD PANEL CHANNEL, MOUNTING PER MFG.

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FACE MOUNT HYDRO-DEFENSE

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FLOOD PANEL CHANNEL, MOUNTING PER MFG.

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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BE OBTAINED BY FIRE CO.

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ANY FUTURE SIGNAGE WILL

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(NOT INCLUDED IN BID)

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(NOT INCLUDED IN BID)

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(NOT INCLUDED IN BID)

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HAAS MODEL #732 WHITE STEEL

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INSULATED SECTIONAL DOOR W/

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(4) 12"x25" INSULATED CLEAR

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TEMPERED GLASS WINDOWS OR

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APPROVED EQUAL

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WINDOW, CLOSER AND PANIC HARDWARE

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REVISED PER BID DOCUMENT REQUIREMENTS

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ANDERSON E-SERIES(100 SERIES)

AutoCAD SHX Text 24"x48" SLIDING WINDOWS (TYP.)

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(3) THREE REQUIRED

AutoCAD SHX Text 2/20/25

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

WALL SECTIONS

R S

T T

O N E:

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X (5

-7

-7 e-ma il:

W @V

W N O R W

N S

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C O N O

1 SA

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T A

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C O N O

N 2-

-0

WALL SECTION A BLOCK (TYP.) WALL SECTION B @ GARAGE DOOR WALL SECTION C @ REAR FRAME BLDG.C S-7

B S-7

A S-7

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SCALE:

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CJY

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AutoCAD SHX Text 7-10

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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AS NOTED

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SCALE:

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SUBJECT:

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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OWNER:

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75 MIL RUBBER ROOF MEMBRANE

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1/2" EXP. JT MAT'L

AutoCAD SHX Text 5"x4 1/2"x3/8" STEEL JOIST PLATE

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1 1/2" METAL ROOF DECKING

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WATER CUT-OFF MASTIC

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SURE-SEAL TERMINATION.

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UNIVERSAL SINGLE PLY

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SEALANT

AutoCAD SHX Text BAR FASTENED 6" (152mm) MAX.

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22 GA. GALV. TYPE GP-5 GUTTER

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SCALE: 3/4" =1'-0"

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2" INSULATION BOARD

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6" COMPACTED 2A MODIFIED STONE

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8" OF 4000 PSI CONCRETE

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6 MIL VAPOR BARRIER

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NO. 4 BARS @ 16" C.C.

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(3) NO. 4 BARS

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16K3 ROOF JOIST

AutoCAD SHX Text 10"x8"x16" BOND BLOCK

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4-1/2" JOIST SEAT

AutoCAD SHX Text B.O.F. 723.44

AutoCAD SHX Text 18'-1 "34"

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NO. 4 BARS VERT. @ 36" O.C.

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NO. 4 BARS VERT. BENT

AutoCAD SHX Text 3'-6"x8" @ 36" O.C.

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12" LAP

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SCALE: 3/4" =1'-0"

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75 MIL RUBBER ROOF MEMBRANE

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1 1/2" METAL ROOF DECKING

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2" INSULATION BOARD

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6" COMPACTED 2A MODIFIED STONE

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8" OF 4000 PSI CONCRETE

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6X6-W2.9XW2.9 WELDED WIRE MESH

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6 MIL VAPOR BARRIER

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NO. 4 BARS @ 16" C.C.

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(3) NO. 4 BARS

AutoCAD SHX Text 2"

AutoCAD SHX Text 5"

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10" CONCRETE BLOCK

AutoCAD SHX Text L80

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NO. 4 BARS VERT. BENT

AutoCAD SHX Text 3'-6"x8" @ 36" O.C.

AutoCAD SHX Text 4x3x3/8" ANGLE

AutoCAD SHX Text 4"x6" .050 ALUM.

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DRIP EDGE (RED)

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8" WIDE PRESSURE-SENSITIVE

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CURED COVER STRIP W/EPDM

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PRIMER

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6" MIN.

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3/4" EXTERIOR

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PLYWOOD DECKING

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BOLT TO WALL W/

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2" INSULATION BOARD

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6" COMPACTED 2A MODIFIED STONE

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6 MIL VAPOR BARRIER

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21'L C-CHANNEL

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CAST IN FLOOR @

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GARAGE DOOR BASE

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'-0"

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TYP.

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VARIES W/ ROOF SLOPE

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W/ NO. 4 BARS @ 12" E.W.

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EXISTING PREVIOUS

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BUILDING ADDITION

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OPEN TO NEW PER

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FIRE COMPANY

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3/4" OSB, FELT PAPER

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AND 25 YEAR ASPHALT

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SHINGLES TO MATCH

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EXISTING ROOF

AutoCAD SHX Text 24"x24" 1E 24"x26 " 1F12" 1F

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EXISTING BUILDING

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CONCRETE FLOOR

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FF 726.94

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FF 726.94

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FF 726.94

AutoCAD SHX Text B.O.F. 723.44

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SCALE: 3/4" =1'-0"

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1/2" ROD WELDED

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TO CHANNEL AND

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EXTENDED 12" INTO

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FLOOR SLAB, 12"C.C.

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STANDARD 10" CONCRETE

AutoCAD SHX Text BLOCK (7-5/8"x9-5/8"x15-5/8")

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STEEL MESH HORIZ. REINFORCEMENT

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EVERY 3RD COURSE TYPICAL

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VINYL SOFFIT

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1/2"%%C BOLTS, WASHERS

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AND NUTS, SP. @ 48"C.C.

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2"X4" DBL. HEADER

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2"X4" DBL. HEADER

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2"X6" DBL. HEADER

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1/2" BEARING

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PLATE W/BOLTED

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CONNECTION

AutoCAD SHX Text W8x24 STEEL

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COLUMN

AutoCAD SHX Text W10x45 STEEL

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LINTEL

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WELDED 6" PLATE

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FOR BRICK SUPPORT

AutoCAD SHX Text 1/2"DIAx6" LAG

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BOLTS W/ WASHER

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NO. 4 BARS @ 12" E.W.

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W12X19 STEEL

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BEAM(TYP.)

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TOTAL COLUMN LENGTH

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ALUM. FLASHING AND RUBBER

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SEALANT AS REQUIRED

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OR 4@12 EWW MATS

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OR 4@12 EWW MATS

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AutoCAD SHX Text 1.5"x2"x3/8" STEEL CHANNEL

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WELDED TO JOISTS SP. @ 6'-0"

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FORM ROOF OVERHANG

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W/ GREY VINYL SIDING

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FACE MOUNT HYDRO-DEFENSE

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FLOOD PANEL CHANNEL, MOUNTING PER MFG.

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TYP. EACH SIDE

AutoCAD SHX Text 4"x4" EMBEDDED SILL

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FOR FLOOD PLANK

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PER MFG.

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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COLUMN FOOTERS 1E, 1F

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MATCH PERIMETER BLOCK

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FOOTER ON OUTSIDE COLUMN (1F)

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8" COMPACTED

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2A MODIFIED

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8" COMPACTED

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2A MODIFIED

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8" COMPACTED

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2A MODIFIED

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R-20 MIN. BLOWN-IN

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INSULATION (ALL EXTERIOR BLOCK)

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R-20 MIN. BLOWN-IN

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INSULATION (ALL EXTERIOR BLOCK)

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2 LAYERS OF 2.6" POLYISO RIGID

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INSULATION R-30 (5.2" TOTAL)

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2 LAYERS OF 2.6" POLYISO RIGID

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INSULATION R-30 (5.2" TOTAL)

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2 LAYERS OF 1.8" POLYISO RIGID

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INSULATION R-20 (3.6" TOTAL)

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IF FOUNDATION INTERFERES WITH EXISTING BUILDING

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POST FOOTER, CONTACT ENGINEER FOR ADJUSTMENTS

AutoCAD SHX Text 2/20/25

REVISED PER BID DOCUMENT REQUIREMENTS

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

FULL BLDG SECTION

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

W N O R W

N S

T R

T C

S O

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R T F

C O N O

1 SA

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O N D

T A

R T F

C O N O

N 2-

-0

FULL BUILDING CROSS SECTION

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SCALE:

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CJY

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AutoCAD SHX Text 8-10

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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AS NOTED

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SCALE:

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SUBJECT:

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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OWNER:

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6" COMPACTED 2A MODIFIED STONE

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6 MIL VAPOR BARRIER

AutoCAD SHX Text 2'-0"

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FF 726.94

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SCALE: 3/4" =1'-0"

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1/2" STL. CAP

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PLATE W/WELDED

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CONNECTION

AutoCAD SHX Text W8x24 STEEL

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COLUMN

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W12X19 STEEL

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BEAM(TYP.)

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TOTAL COLUMN LENGTH

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1/2" BASE PLATE

AutoCAD SHX Text L4"X4"x1/4" CONNECTED

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AT MID POINT EACH

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END BAY CONNECTED AT

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MID POINT

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VERTICAL CROSS BRACING

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EXISTING FIREHOUSE WALL

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75 MIL RUBBER ROOF MEMBRANE

AutoCAD SHX Text 2'-0"

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1/2" EXP. JT MAT'L

AutoCAD SHX Text 5"x4 1/2"x3/8" STEEL JOIST PLATE

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1 1/2" METAL ROOF DECKING

AutoCAD SHX Text xxxxxxx

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WATER CUT-OFF MASTIC

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SURE-SEAL TERMINATION.

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UNIVERSAL SINGLE PLY

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SEALANT

AutoCAD SHX Text BAR FASTENED 6" (152mm) MAX.

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22 GA. GALV. TYPE GP-5 GUTTER

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2" INSULATION BOARD

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6" COMPACTED 2A MODIFIED STONE

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8" OF 4000 PSI CONCRETE

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6 MIL VAPOR BARRIER

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NO. 4 BARS @ 16" C.C.

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(3) NO. 4 BARS

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16K7 ROOF JOIST

AutoCAD SHX Text 10"x8"x16" BOND BLOCK

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4-1/2" JOIST SEAT

AutoCAD SHX Text B.O.F. 723.44

AutoCAD SHX Text 18'-1 "34"

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NO. 4 BARS VERT. @ 36" O.C.

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NO. 4 BARS VERT. BENT

AutoCAD SHX Text 3'-6"x8" @ 36" O.C.

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12" LAP

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W/ NO. 4 BARS @ 12" E.W.

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FF 726.94

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STANDARD 10" CONCRETE

AutoCAD SHX Text BLOCK (7-5/8"x9-5/8"x15-5/8")

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STEEL MESH HORIZ. REINFORCEMENT

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EVERY 3RD COURSE TYPICAL

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OR 4@12 EWW MATS

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(3) NO. 5 BARS E.W.

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1/2" DIA. J-BOLT

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ANCHORS

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FLASHING TO

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EXISTING BUILDING

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(SEE DETAIL, SHEET S8)

AutoCAD SHX Text BRIDGING:1-1/2"x7/64" SP. @ 9'-10" MAX.

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1/2" PER FT.

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11/25/19 PER FLOOD PLAIN ORDINANCE REQUIREMENTS

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R-20 MIN. BLOWN-IN

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INSULATION (ALL EXTERIOR BLOCK)

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2 LAYERS OF 2.6" POLYISO RIGID

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INSULATION R-30 (5.2" TOTAL)

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COLUMN LINE 1A THRU 1D

AutoCAD SHX Text 24"x36"

AutoCAD SHX Text 2/20/25

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REVISED PER BID DOCUMENT REQUIREMENTS

AutoCAD SHX Text 2/20/25

INSULATION

SUBSTRATE

WALL

USE APPROPRIATE

TERMINATION

QUICKPRIME PLUS

3" QUICKSEAM SPLICE TAPE

EPDM MEMBRANE

FASTENERS AND 2" METAL PLATE @

12" O.C. MAX.

RUBBERGARD EPDM MEMBRANE

OR QUICKSEAM CURB FLASHING.

USE APPROPRIATE

BONDING ADHESIVE.

USE APPROPRIATE

BONDING ADHESIVE.

NOTES:

. BONDING ADHESIVE REQUIRED BETWEEN

MEMBRANE AND INSULATION FOR FULLY

ADHERED SYSTEM.

EXISTING WALL TO NEW ROOF DETAIL

CHARLES JOSEPH YOURSHAW

NO WEALT

AINAVLYSN

ENGINEER

No. 21728-E

PROFESSIONAL

REGISTERED

SECTIONS AND

R S

T T

O N E:

-7

X (5

-7

-7 e-ma il:

W @V

W N O R W

N S

T R

T C

S O

H S

O N D

R T F

C O N O

DETAILS

T C

S O

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O N D

T A

R T F

C O N O

N 2-

-0

EXISTING

WALL SECTION D ALONG EXISTING BLDG.

INTERIOR COLUMN FOOTER-PLAN VIEW

FOUND AT COLUM LINES B1, C1, D1, E1

D S-8

BEAM AND COLUMN CONNECTION

FLOOD PLANK DETAILS

FLOOD PLANK FACE MOUNT JAMB

(BY OTHERS)

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RUBBERGARD EPDM MEMBRANE MUST EXTEND2" ABOVE 2" METAL PLATE

AutoCAD SHX Text 3/16"x1-3/4" MASONRY SCREW

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1. BONDING ADHESIVE REQUIRED BETWEEN BONDING ADHESIVE REQUIRED BETWEEN

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NO SCALE

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SCALE:

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CJY

AutoCAD SHX Text S-8

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T.JOHNS

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ENGINEER'S SEAL

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CHARLES J. YOURSHAW P.E.

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DATE:

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DWG.#

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SHEET#

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AS NOTED

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SCALE:

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SUBJECT:

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BY:

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CK BY:

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REV

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DATE

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DATE:

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DATE:

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SUBJECT:

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YOURSHAW ENGINEERING, INC.

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OWNER:

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OWNER:

AutoCAD SHX Text 9-10

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6" COMPACTED 2A MODIFIED STONE

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6 MIL VAPOR BARRIER

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FF 726.94

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SCALE: 3/4" =1'-0"

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1/2" STL. CAP

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PLATE W/WELDED

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CONNECTION

AutoCAD SHX Text W8x24 STEEL

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COLUMN

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W12X19 STEEL

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BEAM(TYP.)

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TOTAL COLUMN LENGTH

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-11 "78"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 8 "12"

AutoCAD SHX Text 9 "78"

AutoCAD SHX Text 1"

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SCALE: 1"=1'-0"

AutoCAD SHX Text W8x24

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STEEL COLUMN

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1/2" BASE PLATE

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(2) 1/2" J-BOLT ANCHORS

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W/ WASHERS AND NUTS

AutoCAD SHX Text 2'x3'x18" CONCRETE

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FOOTER

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1/2" BASE PLATE

AutoCAD SHX Text L4"X4"x1/4" CONNECTED

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AT MID POINT EACH

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END BAY CONNECTED AT

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MID POINT

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NO SCALE

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VERTICAL CROSS BRACING

AutoCAD SHX Text W8x24 STEEL

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COLUMN

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W12X19 STEEL

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BEAM

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SINGLE SHEAR PLATE

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STEEL CAP PLATE(1/2")

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(4) CONNECTION BOLTS

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EXISTING FIREHOUSE WALL

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NO SCALE

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FLOOD PLANK FLOOD PROTECTION SYSTEM TO BE INSTALLED AT MAIN GARAGE

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DOOR AND REAR MAN DOOR ENTRANCE. FRONT FLOOD PLANK SYSTEM SHALL

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INCLUDE CENTER MULLION INSTALLED PER MANUFACTURER DIRECTIONS AND

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SPECIFICATIONS. AS MANUFACTURED BY PS INDUSTRIES, INC. OR APPROVED EQUAL.

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NO SCALE

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11/25/19 PER FLOOD…

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