Well_15_Roof_Rebuild_Drawings.pdf

DRAWING INDEX

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

A100 COVER SHEET

STRUCTURAL

S1.0 STRUCTURAL DRAWINGS

ARCHITECTURAL

A101 DEMOLITION PLANS, ELEVATIONS, AND SECTION

A102 PLANS, ELEVATIONS, AND SECTION

A300 WALL SECTIONS AND DETAILS

A400 ENLARGED PLAN DETAILS

PROJECT LOCATION

n

APPLICABLE CODES

2012 INTERNATIONAL BUILDING CODE *

CURRENT STATE OF ILLINOIS ENERGY CONSERVATION CODE*

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL PLUMBING CODE

VILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 156 PLUMBING CODE STATE OF ILLINOIS PLUMBING CODE

2011 NATIONAL ELECTRICAL CODE

VILLAGE OF SCHAUMBURG TITLE 15, CHAPTER 152 ELECTRICAL CODE 2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL FIRE CODE

2018 ILLINOIS ACCESSIBILITY CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

PROJECT CONTACTS

SCHAUMBURG WELL #15 ROOF REPLACEMENT

325 W. WISE ROAD

SCHAUMBURG, IL 60193

ARCHITECT'S CERTIFICATION

I DO HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS

WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF

MY KNOWLEDGE COMPLY WITH THE CODES AND BUILDING

ORDINANCES OF THE VILLAGE OF <VILLAGE NAME> AND

<COUNTY NAME>, ILLINOIS.

CLIENT

VILLAGE OF SCHAUMBURG

SCHAUMBURG WELL #15

325 WISE ROAD

SCHAUMBURG, IL 60193

ARCHITECT OF RECORD

845 DESIGN GROUP

106 CALENDAR CT. #131

LAGRANGE, IL 60525

STRUCTURAL ENGINEER

McCLUSKEY ENGINEERING CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335

CODE REVIEW MATRIX

SCHAUMBURG WELL #15

ROOF REPLACEMENT

325 WISE ROAD

SCHAUMBURG, IL 60193

ISSUE FOR BID AND PERMIT

03.26.2021

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

SCALE: AS NOTED

DATE: 03.26.2021

DRAWN: NB

APPROVED: JZ

PROJECT #: 20.01.04

SHEET NUMBER:

This drawing must not be scaled.

The general contractor shall verify all dimensions, datums and levels prior to commencement of work. All errors and omissions to be reported immediately to the architect.

Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. This drawing is the exclusive property of the architects and can be reproduced only with the permission of the architects, in which case the reproduction must bear their name as architects.

2021 845 Design Group P.C.©

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

SCHAUMBURG WELL #15

325 WISE ROAD

SCHAUMBURG, IL 60193

STRUCTURAL ENGINEERS

McCLUSKEY ENGINEERING

CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335 ■ FAX: 630-717-5397

c MEC JOB #: 20131 mec

STRUCTURAL CONSULTANT

mark date description

3/26/2021 ISSUE FOR BID/PERMIT

ST

AT E OF I L L I NO I S

L I C E N S E D

S T R U C T U R A L E NG I N

E E R

License Expires: 11/30/2022

SETH

MICHAEL

081-005034

NAPERVILLE

IL

Date: 03/26/2021

S1.0

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NOTE 1

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(ELEV.)

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GROUT EXISTING CMU SOLID FULL HEIGHT (16" WIDE MIN.)

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(INTERIOR)

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1/4" COMPRESSIBLE FILLER SEE ARCH

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PLAN

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SIMPSON A23 (N.S. & F.S.) EACH END

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AutoCAD SHX Text 3/4" STRUCTURAL 1 SHEATHING (SANDED), EXTERIOR GRADE W/ (2) 1/2" BOLTS @ 12" O.C. ATHEADER AND (1) 12d NAIL AT PANEL EDGES AND INTERMEDIATE SUPPORTS.

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REMOVABLE 3/4" LAGSCREWS @ 12" O.C.

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CONT. 5/16"

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SEE ARCH

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FIELD VERIFY

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SEE ARCH

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES DESIGN AND LOADING: 1. STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE INTERNATIONAL STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2015 EDITION AS ADOPTED AND AMENDED BY THE VILLAGE OF SCHAUMBURG, ILLINOIS. 2. SNOW LOADS: SNOW LOADS: A. GROUND SNOW LOAD - Pg = 25 PSF GROUND SNOW LOAD - Pg = 25 PSF - Pg = 25 PSF Pg = 25 PSF = 25 PSF 25 PSF B. FLAT-ROOF SNOW LOAD - Pf = 21 PSF FLAT-ROOF SNOW LOAD - Pf = 21 PSF - Pf = 21 PSF Pf = 21 PSF = 21 PSF 21 PSF C. SNOW EXPOSURE FACTOR - Ce = 1.0 SNOW EXPOSURE FACTOR - Ce = 1.0 - Ce = 1.0 Ce = 1.0 = 1.0 1.0 D. SNOW LOAD IMPORTANCE FACTOR - I = 1.0 SNOW LOAD IMPORTANCE FACTOR - I = 1.0 - I = 1.0 I = 1.0 = 1.0 1.0 E. THERMAL FACTOR(Ct) - 1.2 THERMAL FACTOR(Ct) - 1.2 - 1.2 1.2 3. WIND LOADS: WIND LOADS: A. BASIC WIND SPEED - 115 MPH BASIC WIND SPEED - 115 MPH - 115 MPH 115 MPH B. RISK CATEGORY - II RISK CATEGORY - II - II II C. WIND LOAD (CC) - 24.6 PSF (50 S.F.) (1.0W)WIND LOAD (CC) - 24.6 PSF (50 S.F.) (1.0W)- 24.6 PSF (50 S.F.) (1.0W)24.6 PSF (50 S.F.) (1.0W)

AutoCAD SHX Text MISCELLANEOUS: 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS ARE TO BE CHECKED AGAINST ALL DIMENSIONS ON STRUCTURAL DRAWINGS ARE TO BE CHECKED AGAINST ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND EXISTING CONDITIONS BY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AS PART OF HIS RESPONSIBILITY, THE CM/GC SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR WORKMEN AND ALL SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION. 3. DO NOT SCALE THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 4. ALL EXISTING DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED PRIOR TO ALL EXISTING DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION. McCLUSKEY ENGINEERING CORPORATION SHALL NOT BE RESPONSIBLE FOR ANY EXISTING INFORMATION SUPPLIED BY THE OWNER/ARCHITECT NOR BE LIABLE FOR THOSE EXISTING CONDITIONS THAT VARY FROM THAT INFORMATION. ADDITIONALLY, DESIGN WORK RESULTING FROM THE VARIATION OF EXISTING CONDITIONS WILL BE PERFORMED AS AN ADDITIONAL SERVICE. 5. THE CM/GC SHALL PROVIDE AND COORDINATE THE TEMPORARY STABILIZATION AND THE CM/GC SHALL PROVIDE AND COORDINATE THE TEMPORARY STABILIZATION AND SUPPORT OF ALL STRUCTURAL ELEMENTS DURING THE ERECTION PROCESS (E.G. TEMPORARY GUYS, BEAMS, FALSEWORK, ETC). THESE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO SECURE ALL STRUCTURAL ELEMENTS OR ANY PORTION THEREOF AGAINST LOADS THAT ARE LIKELY TO BE ENCOUNTERED DURING ERECTION, INCLUDING THOSE DUE TO WIND AND THOSE THAT RESULT FROM ERECTION OPERATIONS. THE FINAL LATERAL STABILITY OF STRUCTURE SHALL NOT BE RELIED UPON PRIOR TO THE COMPLETE ERECTION OF ALL STRUCTURAL ELEMENTS.

AutoCAD SHX Text STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE", LATEST EDITIONS. 2. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS (UNLESS OTHERWISE STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS (UNLESS OTHERWISE NOTED): A) ANGLES/PLATES - A-36 ANGLES/PLATES - A-36 - A-36 A-36 B) STRUCTURAL TUBING - A-500 GRADE B STRUCTURAL TUBING - A-500 GRADE B - A-500 GRADE B A-500 GRADE B C) STRUCTURAL BOLTS - A-325 TYPE N STRUCTURAL BOLTS - A-325 TYPE N - A-325 TYPE N A-325 TYPE N D) EXPANSION ANCHORS - STUD TYPE, BY HILTI, OR EQUIVALENT. EXPANSION ANCHORS - STUD TYPE, BY HILTI, OR EQUIVALENT. - STUD TYPE, BY HILTI, OR EQUIVALENT. STUD TYPE, BY HILTI, OR EQUIVALENT. E) WELDING ELECTRODES - E-70XX WELDING ELECTRODES - E-70XX - E-70XX E-70XX 3. ALL WELDING ELECTRODES SHALL BE E-70XX. ALL SHOP AND FIELD WELDING SHALL BE ALL WELDING ELECTRODES SHALL BE E-70XX. ALL SHOP AND FIELD WELDING SHALL BE MADE IN ACCORDANCE WITH A.W.S. D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION," LATEST EDITION AND SHALL BE MADE BY QUALIFIED "CERTIFIED" WELDERS. PROVIDE MINIMUM WELD SIZE PER AISC J2.1 AND J2.2. 4. UNLESS SPECIFICALLY EXCLUDED, ALL STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF UNLESS SPECIFICALLY EXCLUDED, ALL STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF APPROVED SHOP PAINT, AS SPECIFIED IN THE ARCHITECTURAL SPECIFICATIONS. 5. GALVANIZE STEEL LOCATED IN EXTERIOR WALLS.GALVANIZE STEEL LOCATED IN EXTERIOR WALLS.

AutoCAD SHX Text SHORING REQUIREMENTS: 1. CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING OF EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION. ALL SHORING SHALL BE ADEQUATE TO SUPPORT ALL STRUCTURAL LOADINGS DURING MODIFICATION OF THE EXISTING BUILDING AND ERECTION OF THE NEW STRUCTURAL SUPPORT SYSTEM. TEMPORARY SHORING MUST REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL MEMBERS SUPPORTING SHORED ELEMENTS ARE IN PLACE AND ALL NEW CONNECTIONS COMPLETED. SUBMIT DETAILS AND CALCULATIONS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE PROJECT STATE FOR REVIEW. 2. SHORING AND BRACING WORK SHALL BE PERFORMED BY A SHORING CONTRACTOR WITH A SHORING AND BRACING WORK SHALL BE PERFORMED BY A SHORING CONTRACTOR WITH A MINIMUM OF FIVE YEARS EXPERIENCE IN SIMILAR TYPE OF WORK. 3. PRIOR TO START OF WORK, ESTABLISH AND DOCUMENT ELEVATIONS OF THE EXITING PRIOR TO START OF WORK, ESTABLISH AND DOCUMENT ELEVATIONS OF THE EXITING CONSTRUCTION AT INTERVALS ALONG THE WALLS TO BE REMOVED. CONTINUOUSLY MONITOR THE ELEVATION DURING DEMOLITION AND CONSTRUCTION OPERATIONS. METHOD OF SHORING SHOULD HAVE PROVISIONS FOR ADJUSTMENT TO MAINTAIN ELEVATIONS OF EXISTING CONSTRUCTION.

AutoCAD SHX Text WOOD: 1. COMPLY WITH THE FOLLOWING PUBLISHED STANDARDS, LATEST EDITIONS: COMPLY WITH THE FOLLOWING PUBLISHED STANDARDS, LATEST EDITIONS: A) LUMBER - AMERICAN SOFTWOOD LUMBER STANDARD (PS-20) LUMBER - AMERICAN SOFTWOOD LUMBER STANDARD (PS-20) - AMERICAN SOFTWOOD LUMBER STANDARD (PS-20) AMERICAN SOFTWOOD LUMBER STANDARD (PS-20) B) PLYWOOD - CONSTRUCTION AND INDUSTRIAL PLYWOOD (PS1) PLYWOOD - CONSTRUCTION AND INDUSTRIAL PLYWOOD (PS1) - CONSTRUCTION AND INDUSTRIAL PLYWOOD (PS1) CONSTRUCTION AND INDUSTRIAL PLYWOOD (PS1) C) GLUED LAMINATED BEAMS AND LAMINATED GLUED LAMINATED BEAMS AND LAMINATED VENEER LUMBER - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 2. MINIMUM LUMBER GRADES SHALL BE DOUGLAS FIR-LARCH NO. 1, WITH A MAXIMUM MINIMUM LUMBER GRADES SHALL BE DOUGLAS FIR-LARCH NO. 1, WITH A MAXIMUM MOISTURE CONTENT OF 19%, UNLESS NOTED OTHERWISE ON PLAN AND/OR DETAILS. 3. COMMON NAILS SHALL BE USED. COMMON NAILS SHALL BE USED. 4. LAG BOLTS (& SCREWS) SHALL BE PREDRILLED TO SHANK DIAMETER AND FULL DEPTH LAG BOLTS (& SCREWS) SHALL BE PREDRILLED TO SHANK DIAMETER AND FULL DEPTH AND SCREWED (NOT DRIVEN) INTO PLACE. 5. STANDARD CUT WASHERS SHALL BE PLACED UNDER HEADS AND NUTS OF ALL BOLTS STANDARD CUT WASHERS SHALL BE PLACED UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD, AND UNDER HEADS OF LAG BOLTS. ONE CUT WASHER SHALL BE USED FOR BOLTS CONNECTING WOOD LEDGERS TO CONCRETE OR MASONRY WALLS. 6. PROVIDE 1" X 4" OR METAL CROSS BRIDGING NOT OVER 6 FEET ON CENTER FOR ALL PROVIDE 1" X 4" OR METAL CROSS BRIDGING NOT OVER 6 FEET ON CENTER FOR ALL WOOD JOISTS. PROVIDE SOLID BLOCKING OF THE SAME DIMENSIONS AS THE JOISTS BETWEEN JOISTS AT SUPPORTS. 7. PROVIDE SOLID FULL DEPTH 2x BLOCKING AT 8 FEET MAX O.C. AT 2x ROOF FRAMING. PROVIDE SOLID FULL DEPTH 2x BLOCKING AT 8 FEET MAX O.C. AT 2x ROOF FRAMING. 8. ROOF SHEATHING SHALL BE 19/32” APA RATED SHEATHING, EXPOSURE 1, 40/20. LAY ROOF SHEATHING SHALL BE 19/32” APA RATED SHEATHING, EXPOSURE 1, 40/20. LAY APA RATED SHEATHING, EXPOSURE 1, 40/20. LAY UP WITH MINIMUM 1/8” CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. ROOF CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. ROOF SHEATHING SHALL BE FASTENED TO SUPPORTING MEMBERS W/10d NAILS @ 6” O.C. AT O.C. AT PANEL EDGES, AND 12” O.C. AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. O.C. AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. 9. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE FASTENING SCHEDULE GIVEN IN TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE, LATEST EDITION IF NO OTHER CRITERIA IS GIVEN. 10. ALL JOIST HANGERS AND FRAMING CONNECTORS SHOWN ARE TO BE MANUFACTURED BY ALL JOIST HANGERS AND FRAMING CONNECTORS SHOWN ARE TO BE MANUFACTURED BY SIMPSON STRONG TIE. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY ENGINEER OR ARCHITECT OF RECORD. 11. LAMINATED VENEER LUMBER SHALL BE MICRO-LAM, AS MANUFACTURED BY TRUS JOIST OR LAMINATED VENEER LUMBER SHALL BE MICRO-LAM, AS MANUFACTURED BY TRUS JOIST OR EQUIVALENT AND SHALL THE FOLLOWING MINIMUM PROPERTIES: A) MODULUS OF ELASTICITY - E = 2000 KSI MODULUS OF ELASTICITY - E = 2000 KSI - E = 2000 KSI E = 2000 KSI B) FLEXURAL STRESS - Fb = 2600 PSI FLEXURAL STRESS - Fb = 2600 PSI - Fb = 2600 PSI Fb = 2600 PSI C) HORIZONTAL SHEAR PERP. TO GRAIN - Fv = 285 PSIHORIZONTAL SHEAR PERP. TO GRAIN - Fv = 285 PSI- Fv = 285 PSIFv = 285 PSI

AutoCAD SHX Text EXISTING CONSTRUCTION: 1. VERIFY ALL EXISTING DIMENSIONS AND STRUCTURAL FRAMING AS SHOWN ON THESE VERIFY ALL EXISTING DIMENSIONS AND STRUCTURAL FRAMING AS SHOWN ON THESE STRUCTURAL DRAWINGS PRIOR TO STARTING ON ANY WORK. RECORD AND NOTIFY THE ARCHITECT OF ALL INCONSISTENCIES IN WRITING. 2. ALL SLABS, DECKS AND BEAMS IN THE AREA OF NEW OPENINGS ARE TO BE SHORED ALL SLABS, DECKS AND BEAMS IN THE AREA OF NEW OPENINGS ARE TO BE SHORED PRIOR TO START OF WORK. 3. ALL OPENINGS SHALL BE SAW CUT OR CORED, SIMPLE HAMMERING WITHOUT SAW CUTS ALL OPENINGS SHALL BE SAW CUT OR CORED, SIMPLE HAMMERING WITHOUT SAW CUTS OR CORES IS NOT ALLOWED. 4. DO NOT CUT, CORE OR HAMMER THROUGH OR INTO ANY EXISTING FRAMING UNLESS DO NOT CUT, CORE OR HAMMER THROUGH OR INTO ANY EXISTING FRAMING UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS OR NOTED IN WRITING FROM THE STRUCTURAL ENGINEER. 5. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ALL OPENING LOCATIONS. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ALL OPENING LOCATIONS. CONTRACTOR SHALL ASSUME THAT A NEW OPENING IS REQUIRED FOR ALL MECHANICAL RISERS SHOWN. AT LOCATIONS OF MECHANICAL PENETRATIONS FOR WHICH NEW FRAMING IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE PENETRATION SHALL BE LOCATED BETWEEN EXISTING BEAMS WITHOUT DAMAGE TO THEM AS PER NOTE 4. SHOULD ANY PENETRATION REQUIRE AN OPENING LARGER THAN THE SPACE AVAILABLE BETWEEN EXISTING STRUCTURAL MEMBERS AND NEW FRAMING IS NOT EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 6. NO HORIZONTAL PENETRATIONS OF JOISTS SHALL BE PERMITTED UNLESS EXPLICITLY NO HORIZONTAL PENETRATIONS OF JOISTS SHALL BE PERMITTED UNLESS EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS.

AutoCAD SHX Text HSS5 x 3 W/ " PLATE EA. 38" PLATE EA. END

AutoCAD SHX Text 2x6 GIRTS W/ SIMPSON A23 AT EACH END (T&B)

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EXIST MASONRY TO REMAIN

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(3) 10d NAILS @ 12" O.C.

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(2) SDS SCREWS @ 16" O.C.

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DBL. 11 " LVL 14" LVL

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DETAIL

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AutoCAD SHX Text DOUBLE 2 x 8 WOOD PLATES CONT. (LOWER PLATE PRESSURE TREATED) W/ 5/8" HILTI KWIKBOLT 3 (3 1/2" EMBED) @ 32" O.C., MIN.

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EXISTING MASONRY FIELD VERIFY

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ROOF SHEATHING SEE PLAN

AutoCAD SHX Text DOUBLE 2 x 8 WOOD PLATES CONT. (LOWER PLATE PRESSURE TREATED) W/ 5/8" HILTI KWIKBOLT 3 (3 1/2" EMBED) @ 32" O.C., MIN.

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EXISTING MASONRY FIELD VERIFY

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2X BLOCKING SEE GENERAL NOTES

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ROOF SHEATHING SEE PLAN

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GROUT EXISTING TOP COURSE SOLID

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AutoCAD SHX Text CONT. 3/8" x 7" W/ W/ 3/4" THRU-BOLTS @ 12"O.C. DAMAGE THREADS TO PREVENT LOOSENING

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REMOVABLE 3/4" LAG SCREW @ 12" O.C.

AutoCAD SHX Text CONT. 3/8" x 7" W/ W/ 3/4" THRU-BOLTS @ 12"O.C. DAMAGE THREADS TO PREVENT LOOSENING

AutoCAD SHX Text 3/4" STRUCTURAL 1 SHEATHING (SANDED), EXTERIOR GRADE W/ (2) 12d NAILS @ 6" O.C. AT DBL LVL AND (1) 12d NAIL AT PANEL EDGES AND INTERMEDIATE SUPPORTS.

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GROUT EXISTING TOP COURSE SOLID

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AutoCAD SHX Text 2x4 STUDS @ 16" O.C.

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REMOVABLE 3/4" LAGSCREWS @ 12" O.C.

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B/JOIST

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B/JOIST

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B/JOIST

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B/JOIST

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B/JOIST

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SEE ARCH.

AutoCAD SHX Text NOTES: 1. PROVIDE DOUBLE 2 x 12 HEADER W/ SIMPSON HUS212-2TF EACH END. SEE DETAIL 6/S1.0 PROVIDE DOUBLE 2 x 12 HEADER W/ SIMPSON HUS212-2TF EACH END. SEE DETAIL 6/S1.0 FOR FASTENER PATTERN. 2. PROVIDE DOUBLE 1.75" X 11.25" LVL BEAM. SEE DETAIL 6/S1.0 FOR FASTENER PATTERN PROVIDE DOUBLE 1.75" X 11.25" LVL BEAM. SEE DETAIL 6/S1.0 FOR FASTENER PATTERN 3. CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL ROOF PENETRATIONS, MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL ROOF PENETRATIONS, MECHANICAL EQUIPMENT, ETC. WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. VERIFY ALL ROOF OPENING SIZES & LOCATIONS WITH THE ARCHITECTURAL AND MECHANICAL VERIFY ALL ROOF OPENING SIZES & LOCATIONS WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 5. D1 - INDICATES 19/32" STRUCTURAL 1 ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES D1 - INDICATES 19/32" STRUCTURAL 1 ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES FOR ADD'L INFORMATION. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN, ROOF SLOPES, ETC.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN, ROOF SLOPES, ETC.

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SCALE:

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ROOF FRAMING PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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SCALE:

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HIGH ROOF FRAMING PLAN

AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text NOTES: 1. D1 - INDICATES 19/32" STRUCTURAL 1 ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES D1 - INDICATES 19/32" STRUCTURAL 1 ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES FOR ADD'L INFORMATION. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN, ROOF SLOPES, ETC. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN, ROOF SLOPES, ETC. 3. SEE ARCHITECTURAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.SEE ARCHITECTURAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

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DEMOLITION PLANS,

ELEVATIONS, AND SECTIONS

A101

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

SCALE: AS NOTED

DATE: 03.26.2021

DRAWN: NB

APPROVED: JZ

PROJECT #: 20.01.04

SHEET NUMBER:

This drawing must not be scaled.

The general contractor shall verify all dimensions, datums and levels prior to commencement of work. All errors and omissions to be reported immediately to the architect.

Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. This drawing is the exclusive property of the architects and can be reproduced only with the permission of the architects, in which case the reproduction must bear their name as architects.

2021 845 Design Group P.C.©

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

SCHAUMBURG WELL #15

ROOF REPLACEMENT

325 WISE ROAD

SCHAUMBURG, IL 60193

# date description

3/26/2021 ISSUE FOR BID/PERMIT

STRUCTURAL ENGINEERS

McCLUSKEY ENGINEERING

CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335 ■ FAX: 630-717-5397

c MEC JOB #:

mec

STRUCTURAL CONSULTANT

ISSUE FOR BID AND PERMIT

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

DEMO PLAN

n

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

DEMO ROOF PLAN

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

DEMO SECTION AT ROOF HATCH/WALL OPENING

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

DEMO ELEVATION

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

DEMO SECTION AT TYPICAL WALL FRAMING

DEMO SYMBOL LEGEND

GENERAL DEMO NOTES

DEMOLITION TYPE NOTES

1. DEMOLISH AND DISPOSE OF MATERIALS IN ACCORDANCE WITH AUTHORITY

HAVING JURISDICTION

2. SALVAGE, STORE AND PROTECT ANY ITEMS PLANNED FOR REINSTALLATION.

OWNER SHALL MAINTAIN RIGHT TO SALVAGE ANY ITEMS REMOVED.

3. G.C. TO USE SKILLED LABOR TRAINED IN THE NECESSARY TRADES FOR

DEMOLITION AND ITEM REMOVAL

4. G.C. TO MONITOR WORK AND INFORM OWNER OR ARCHITECT OF ANY

UNFORESEEN CONDITIONS.

5. G.C. TO VERIFY EXISTING LOCATIONS OF ALL UTILITY AND UTLITY LINES. SHUT

OFF, CAP AND PROTECT EXISTING UTILITIES INCLUDING PLUMBING, MECHANICAL,

ELECTRICAL AND FIRE PROTECTION AS REQUIRED IN ACCORDANCE WITH

AUTHORITIES HAVING JURISDICTION. LABEL AND INDICATE ANY SHUT OFF POINTS

AS REQ'D.

6. COMPLETELY REMOVE ITEMS CALLED FOR DEMOLITION. SURFACES TO BE

CLEANED AND PREPARED FOR NEW WORK

7. JOB SITE TO REMAIN CLEAN AND CLOSED OFF AS REQ'D WITH MINIMAL VISUAL

DISRUPTION TO THE ADJACENT PROPERTIES.

8. G.C. TO BE RESPONSIBLE FOR ALL DEMOLITION WORK DONE IN COMPLIANCE

WITH THE SCOPE OF WORK.

9. G.C. TO BE RESPONSIBLE FOR ALL TEMPORARY SHORING, BRACING, NEEDLING

OR WEATHER PROOFING AS REQ'D. AREAS WITHIN SCOPE TO REMAIN

STRUCTURALLY SOUND AND CLOSED OFF FROM ELEMENTS. COORDINATE PLAN

WITH OWNER AND ARCHITECT AS NEEDED.

10. AUTHORITY HAVING JURISDITION SHALL APPROVE PROTECTION PLAN PRIOR TO

IMPLIMENTATION.

REMOVE ALL EXISTING MANSARD ROOF INCLUDING ALL MATERIALS,

SHINGLES, AND ASSOCIATED SUPPORTING/STRUCTURAL

COMPONENTS AND SOFFITS ALL SIDES TYP.

PLAN NOTE DESIGNATION

SECTION TAG

REMOVE UPPER PORTION OF WOOD PANEL OPENING INCLUDING

TOP HEADER, BOX COLUMN AND 3" THICK PANELS

LOWER PORTION OF WOOD PANEL OPENING TO BE REMOVED. PREP

ADJACENT BLOCK OPENINGS FOR NEW WORK.

EXISTING DOOR TO REMAIN. PROTECT DURING CONSTRUCTION.

CUT BACK AND REMOVE ALL EXISTING JOIST AS REQ'D

- SEE STRUCTURAL DRAWINGS FOR NEW WORK

REMOVE EXIST. GUTTER & DOWN SPOUTS

EXISTING BRICK TO REMAIN. CLEAN BRICK WHERE MANSARD

CONSTRUCTION IS REMOVED PREP FOR NEW WORK. V.I.F.

EXISTING BRICK & BLOCK WALL TO REMAIN9

EXISTING SLAB & FOUNDATION TO REMAIN

EXISTING LIGHT TO REMAIN11

EXISTING EXHAUST FAN (2 TOTAL) TO BE DISCONNECT, SALVAGED &

REINSTALLED WITH NEW CURB IN NEW ROOF. (V.I.F.) DISCONNECT &

CAP AS NEEDED FOR FUTURE RECONNECTION. BACKDRAFT

DAMPER HARDWIRED W/ CONDUIT TO EXISTING ELEC.

REMOVE EXISTING SCUTTLE LID CONSTRUCTION

EXISTING PUMP CONC. PLATIFORM & EQUIPMENT TO REMAIN.

PROTECT ALL INTERIOR EQUIPMENT PRIOR TO DEMO.

EXIST. GAS VENT PIPE TO REMAIN. EXTEND AS NEEDED PER

AUTHORITY HAIING JURISDICTION ABOVE NEW ROOF HEIGHT. (V.I.F.)

PROVIDE NEW CURB/BOOT & FLASHING TO NEW ROOF.

REMOVE EXISTING ROOFING MEMBRANE, INSULATION, DECKING

AND MATERIALS DOWN TO STRUCTURAL COMPONENTS (TYP.)

VERIFY EXISTING CONDITIONS. REMOVE JOISTS AND PREP SILL FOR

NEW WORK - SEE STRUCTURAL

EXISTING UNDERSIDE CEILING COMPONENTS: LIGHTING, FIRE

ALARM, MECHANICAL, CONDUIT, ETC TO BE SALVAGED AND

REINSTALLED IN PLACE. G.C. TO COORDINATE SALVAGE AS REQ'D

SEE SHEET A102 FOR REFERENCE

EXISTING MASONRY TO REMAIN - G.C. TO COORDINATE EXTENT OF

MASONRY WORK REQ'D WITH NEW WORK

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B/ EXIST. SOFFIT

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EL: +8'-4" (VIF)

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AutoCAD SHX Text A101

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B/ EXIST. SOFFIT

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EL: +8'-4" (VIF)

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T/ EXIST. CMU

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EL: +12'-0" (VIF)

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B/ EXIST. SOFFIT

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EL: +8'-4" (VIF)

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T/ EXIST. CMU

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EL: +12'-0" (VIF)

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AXXX

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+/-11'-0"

20'-0" VIF

V

I F

PLANS, ELEVATIONS, AND

SECTIONS

A102

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

SCALE: AS NOTED

DATE: 03.26.2021

DRAWN: NB

APPROVED: JZ

PROJECT #: 20.01.04

SHEET NUMBER:

This drawing must not be scaled.

The general contractor shall verify all dimensions, datums and levels prior to commencement of work. All errors and omissions to be reported immediately to the architect.

Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. This drawing is the exclusive property of the architects and can be reproduced only with the permission of the architects, in which case the reproduction must bear their name as architects.

2021 845 Design Group P.C.©

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

SCHAUMBURG WELL #15

ROOF REPLACEMENT

325 WISE ROAD

SCHAUMBURG, IL 60193

# date description

3/26/2021 ISSUE FOR BID/PERMIT

STRUCTURAL ENGINEERS

McCLUSKEY ENGINEERING

CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335 ■ FAX: 630-717-5397

c MEC JOB #:

mec

STRUCTURAL CONSULTANT

ISSUE FOR BID AND PERMIT

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

FLOOR PLAN

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

ROOF PLAN

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

SECTION AT ROOF HATCH/WALL OPENING

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

SOUTH ELEVATION

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

SECTION AT TYPICAL WALL FRAMING

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

NORTH ELEVATION

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

WEST ELEVATION (EAST OPP)

ARCHITECTURAL SYMBOL LEGEND

GENERAL ARCH NOTES

ARCHITECTURAL KEYNOTES

KEYNOTE DESIGNATION

SECTION TAG

ELEVATION TAG

1. EXISTING CONSTRUCTION AND EQUIPMENT TO BE PROTECTED AT ALL TIMES.

2. PAINTING CONTRACTOR SHALL LABEL ALL AREAS AND MATERIALS IN ACCORDANCE

WITH SPECIFICATION.

3. CONSTRUCTION AND INSTALLATION SHALL CONFORM TO ALL STATE AND LOCAL

ORDINANCES AND CODES.

4. CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL

OTHER DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE ARCHITECTURAL DRAWINGS

WITH ALL OTHER CONSTRUCTION DOCUMENTS.

5. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

6. CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY

FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN

SHOWN, NOTIFY ARCHITECTS AND/OR ENGINEERS IMMEDIATELY.

7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED DESIGN INTENT AND DO

NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

ALL MEASURES NECESSARY TO PROJECT NEW AND EXISTING WORK DURING

CONSTRUCTION. THE ARCHITECT AND/OR ENGINEER IS NOT RESPONSIBLE FOR THE

CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES AND/OR SAFETY

PROCEDURES DURING CONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE ANY NECESSARY BLOCKING FOR WALL MOUNTED

ITEMS, INCLUDING O.F.O.I. ITEMS.

FLOOR DRAIN, REFER TO PLUMBING DWGS.

DETAIL CALL OUT TAG

2-1/2" THICK INSULATED METAL PANEL - DARK BRONZE TO MATCH

ADJACENT WELL BUILDING. 4" FLUTED FACE. 'METL SPAN' CF FLUTED

OR EQ. ATTACH VIA 'Z' CLIP SYSTEM OR PER MANUFACTURER

RECOMMENDATION

NEW CUSTOM ROOF SCUTTLE - SEE STRUCTURAL DRAWINGS AND

ARCHITECTURAL DETAILS

BREAK METAL FLASHING TO MATCH NEW METAL PANELS -

PERIMETER SEALED IN PLACE - SEE DETAILS FOR INFORMATION

CUSTOM FABRICATED "REMOVABLE TRANSOM" - SEE STRUCTURAL

DRAWINGS AND DETAILS FOR MORE INFORMATION

NEW PREFINISHED GUTTER TO MATCH NEW METAL PANELS - MATCH

EXISTING SIZE - VIF

NEW DOWN SPOUTS TO MATCH NEW METAL PANELS AND GUTTERS -

MATCH EXISTING SIZE - VIF PROVIDE SPLASH PAD (x2)

EXISTING BRICK AND CMU TO REMAIN - CM TO GROUT JAMBS SOLID

AS REQ'D FOR STRUCTURAL WORK

NEW INSULATED DBL STEEL DOOR, PTD. TO MATCH NEW METAL

PANELS - SEE A400 FOR HARDWARE

EXISTING MECH RELOCATED ON NEW CURB - TIE BACK INTO

ELECTRICAL AND GAS AS NEEDED PROVIDE MINIMUM 8" FLASHING

WITH NEW CURB.

EXISTING TRANSFORMER TO REMAIN - PROTECT DURING

CONSTRUCTION AS REQ'D

EXISTING LIGHTING TO BE REINSTALLED ON UNDERSIDE OF CEILING

PROVIDE BLOCKING AS REQ'D

EXISTING FIREALARM COMPONENTS TO BE REINSTALLED ON

CEILING-PROVIDE BLOCKING AS REQ'D

EXISTING CEILING MOUNTED GAS HEATER TO BE REINSTALLED ON

CEILING - PROVIDE BLOCKING AND/OR UNISTRUT AS REQ'D

UNDERSIDE OF CEILING AND CURB FACES TO HAVE NEW WHITE

FRP/PLYWOOD BACKED PANELS AND SEAMS.

TOUCH UP CMU WALL PAINT P-3 AS REQ'D - MATCH EXISTING

PERMITER WOOD TRIM AS CEILING - SALVAGE EXISTING OR

PROVIDE NEW - PAINT WHITE P-2

NEW PREFINISHED 6" GUTTER WITH 4" DOWN SPOUTS - SEE

SECTION DETAILS

PAINT EXISTING DOOR AND FRAME TO MATCH NEW DOOR AND

FRAME P -3

AutoCAD SHX Text A102

AutoCAD SHX Text

7 OPP

AutoCAD SHX Text A102

AutoCAD SHX Text

AutoCAD SHX Text A102

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AutoCAD SHX Text A102

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TYP.

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SLOPE 14" / 1'-0"

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AutoCAD SHX Text A400

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SLOPE 14" / 1'-0"

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AutoCAD SHX Text A300

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AutoCAD SHX Text A300

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B/ METAL PANEL

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EL: +8'-4"

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T/ EXIST. CONC. SLAB

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EL: +0'-0"

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AutoCAD SHX Text A300

AutoCAD SHX Text

AutoCAD SHX Text A300

AutoCAD SHX Text 2c

AutoCAD SHX Text A400

AutoCAD SHX Text 2a

AutoCAD SHX Text A400

AutoCAD SHX Text 2b

AutoCAD SHX Text A400

AutoCAD SHX Text

B/ METAL PANEL

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EL: +8'-4"

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AutoCAD SHX Text A300

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B/ METAL PANEL

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EL: +8'-4"

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B/ METAL PANEL

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EL: +8'-4"

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T/ CONCRETE SLAB

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EL: +0'-0"

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T/ MASONRY

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EL: +12'-0" (VIF)

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B/ METAL PANEL

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EL: +8'-4"

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T/ CONCRETE SLAB

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EL: +0'-0"

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T/ MASONRY

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EL: +12'-8" (VIF)

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T/ SCUTTLE CURB (H.P.)

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EL: +14'-11-1/2" (VIF)

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AutoCAD SHX Text A300

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AutoCAD SHX Text A300

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B/ METAL PANEL

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EL: +8'-4"

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T/ CONCRETE SLAB

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EL: +0'-0"

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T/ MASONRY

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EL: +12'-8" (VIF)

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B/ METAL PANEL

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EL: +8'-4"

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T/ MASONRY

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EL: +12'-0" (VIF)

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T/ BLOCKING (H.P.)

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EL: +14'-3" (VIF)

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AutoCAD SHX Text A300

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AXXX

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AXXX

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AutoCAD SHX Text F.D.

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AXXX

SECTION NOTES

GENERAL NOTES

WALL SECTIONS AND DETAILS

A300

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

SCALE: AS NOTED

DATE: 03.26.2021

DRAWN: NB

APPROVED: JZ

PROJECT #: 20.01.04

SHEET NUMBER:

This drawing must not be scaled.

The general contractor shall verify all dimensions, datums and levels prior to commencement of work. All errors and omissions to be reported immediately to the architect.

Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. This drawing is the exclusive property of the architects and can be reproduced only with the permission of the architects, in which case the reproduction must bear their name as architects.

2021 845 Design Group P.C.©

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

SCHAUMBURG WELL #15

ROOF REPLACEMENT

325 WISE ROAD

SCHAUMBURG, IL 60193

# date description

3/26/2021 ISSUE FOR BID/PERMIT

STRUCTURAL ENGINEERS

McCLUSKEY ENGINEERING

CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335 ■ FAX: 630-717-5397

c MEC JOB #:

mec

STRUCTURAL CONSULTANT

ISSUE FOR BID AND PERMIT

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

SECTION AT CUSTOM PANEL/CURB, HATCH

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

SECTION AT METAL PANEL CLADDING

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

SECTION AT METAL PANEL CLADDING/MECH CURB

AutoCAD SHX Text

T/ GRAVEL STOP (H.P.)

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EL: +14'-3" VIF

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T/ MASONRY (BEYOND)

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EL: +12'-8"

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B/ METAL PANEL

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EL: +8'-4"

AutoCAD SHX Text C

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T/ SCUTTLE CURB

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EL: +14'-11-1/2"

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T/ MASONRY (BEYOND)

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EL: +12'-8"

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B/ METAL PANEL

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EL: +8'-4"

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T/ SCUTTLE H.P.

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EL: +16'-0"

AutoCAD SHX Text B

AutoCAD SHX Text D

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T/ MASONRY

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EL: +12'-0" VIF

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B/ METAL PANEL

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EL: +12'-0" VIF

AutoCAD SHX Text A

AutoCAD SHX Text C

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1. SHEET NOTES APPLY TO A300 SERIES SHEETS. NOT ALL SHEET NOTES LISTED BELOW ARE USED ON EACH SHEET

AutoCAD SHX Text A ROOF ASSEMBLY, (R-30 MIN.) ROOF ASSEMBLY, (R-30 MIN.)ROOF ASSEMBLY, (R-30 MIN.)

AutoCAD SHX Text FULLY ADHERED WHITE EPDM MEMBRANE 14" OVERLAYMENT BOARD 5" RIGID POLYISO INSULATION (MIN. R-30) 6 MIL POLY VAPOR BARRIER 34" EXTERIOR PLYWOOD DECK - SEE STRUCTURAL WOOD JOISTS (2 x 12 V.IF.) - SEE STRUCTURAL BATT INSULATION 58" PLYWOOD SHEATHING, PTD. TYP

AutoCAD SHX Text

D 'REMOVABLE TRANSOM PANEL" 'REMOVABLE TRANSOM PANEL"'REMOVABLE TRANSOM PANEL"

AutoCAD SHX Text 2-1/2" CORRUGATED INSULATED METAL PANEL (R-17) FURRING/FASTENING SYSTEM PER MANUFACTURER AIR/WEATHER BARRIER (2 LAYERS) 3/4" EXTERIOR SHEATHING- (DENSGLASS OR APPROVED EQ.) (DENSGLASS OR APPROVED EQ.) INFILL 2x4 WOOD STUD FRAMING AT 16" OC (INSIDE STEEL FRAME) BATT INSULATION IN STUD CAVITY (MIN. R-11) 5/8" STRUCTURAL FRP W/ PLYWOOD BACKING (SEE SPEC)

AutoCAD SHX Text 1 GALVANIZED PICK POINT EYE HOOKS. SLEEVE AND SEAL GALVANIZED PICK POINT EYE HOOKS. SLEEVE AND SEAL 3" INSIDE DIAMETER. PROVIDE BLOCKING AS NEEDED

AutoCAD SHX Text 2 GRAVEL STOP - FASTEN, SEAL & FLASH AT PER MANUF. SPEC. DETAILSGRAVEL STOP - FASTEN, SEAL & FLASH AT PER MANUF. SPEC. DETAILSFOR SPECIFIED ROOFING SYSTEM

AutoCAD SHX Text

3 BLOCKING PER ROOF MANUF. SPECIFICATIONSBLOCKING PER ROOF MANUF. SPECIFICATIONS

AutoCAD SHX Text 4 PRE-FIN. ALUM. FASCIA TRIM WITH DRIP. FASTEN W/ CONTINUOUS CLEAT PRE-FIN. ALUM. FASCIA TRIM WITH DRIP. FASTEN W/ CONTINUOUS CLEAT PER MANUF. SPECS

AutoCAD SHX Text 5 ROOF SCUTTLE CURB WALL - 3 SIDES + REMOVABLE TRANSOM ROOF SCUTTLE CURB WALL - 3 SIDES + REMOVABLE TRANSOM

AutoCAD SHX Text

6 RECESSED AND CONCEALED "PICK POINT" X 2RECESSED AND CONCEALED "PICK POINT" X 2

AutoCAD SHX Text 7 "REMOVABLE" METAL FLASHING 16 GA - LAP OVER TRANSOM AND SIDE "REMOVABLE" METAL FLASHING 16 GA - LAP OVER TRANSOM AND SIDE WALL CURB FACE - SEAL AT EDGES - TO BE CUT LOOSE IN FUTURE

AutoCAD SHX Text 8 NEW TREATED PERIMETER RIM JOIST AND ROOF FRAMING - SEE STRUCT.NEW TREATED PERIMETER RIM JOIST AND ROOF FRAMING - SEE STRUCT.

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9 FLASHING W/ DRIP EDGEFLASHING W/ DRIP EDGE

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10 FURRING AS REQ'D FURRING AS REQ'D

AutoCAD SHX Text 14 NEW 6" PRE-FINISHED ALUM. GUTTER. MATCH PROFILE & SIZE NEW 6" PRE-FINISHED ALUM. GUTTER. MATCH PROFILE & SIZE OF WELL HOUSE #12 (V.I.F.)

AutoCAD SHX Text

13 REMOVABLE DOOR HEADER - SEE A400 REMOVABLE DOOR HEADER - SEE A400

AutoCAD SHX Text 11 CONTINUOUS MECHANICALLY FASTENED GASKET SEAL - SEE A400 CONTINUOUS MECHANICALLY FASTENED GASKET SEAL - SEE A400

AutoCAD SHX Text 12 T/ CURB ADHERE 3M COMPRESSIBLE FOAM TAPE 4504 OR EQ T/ CURB ADHERE 3M COMPRESSIBLE FOAM TAPE 4504 OR EQT/ CURB ADHERE 3M COMPRESSIBLE FOAM TAPE 4504 OR EQ

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C EXISTING MASONRY WALL - NEW METAL PANELEXISTING MASONRY WALL - NEW METAL PANEL

AutoCAD SHX Text 2-1/2"" CORRUGATED INSULATED METAL PANEL 7/8" FURRING STRIPS EXISTING 4" BRICK EXISTING 4" CMU

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B ROOF SCUTTLE, (R-30 MIN.) ROOF SCUTTLE, (R-30 MIN.)ROOF SCUTTLE, (R-30 MIN.)

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(4) EXPOSED GALVANIZED/ZINC TREATED EYE HOOK PICK POINTS EXPOSED GALVANIZED/ZINC TREATED EYE HOOK PICK POINTS FULLY ADHERED WHITE EPDM MEMBRANE 14" OVERLAYMENT BOARD 1.5" RIGID INSULATION (MIN. R-7) 6 MIL POLY VAPOR BARRIER 34" EXTERIOR PLYWOOD DECK - SEE STRUCTURAL WOOD JOISTS @ 16" O.C. (2 X 8) SEE STRUCTURAL 8" CAVITY INFILL BATT INSULATION (MIN R-23) 58" STRUCTURAL FRP W/ PLYWOOD BACKING (SEE SPEC)

AutoCAD SHX Text 15 REMOVABLE STEEL NUTS AND BOLT ON ANGLE SUPPORTS - SEE REMOVABLE STEEL NUTS AND BOLT ON ANGLE SUPPORTS - SEE STRUCTURAL DRAWINGS

AutoCAD SHX Text 16 CEILING AND INSIDE CURB FACE TO BE FRP/PLYWOOD PANELS, TYP CEILING AND INSIDE CURB FACE TO BE FRP/PLYWOOD PANELS, TYP

AutoCAD SHX Text 17 NEW MECHANICAL CURB - MIN 14" VERIFY COMPATIBLE WITH EXISTING NEW MECHANICAL CURB - MIN 14" VERIFY COMPATIBLE WITH EXISTING HOOD TO BE REUSE

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18 DOWN SPOUT - SEE ELEVATION DOWN SPOUT - SEE ELEVATION

AutoCAD SHX Text 19 PANEL BASE ENCLOSURE TRIM PER MANUFACTURER PANEL BASE ENCLOSURE TRIM PER MANUFACTURER

20 REINSTALL EXISTING MECHANICAL EQUIPMENT REINSTALL EXISTING MECHANICAL EQUIPMENT

(8) EA HINGE 5BB1 4.5 x 4.5 652 IVES

(4) EA FLUSH BOLT FB45826 652 IVES

(4) EA DP STRIKE DP226 652 IVES

(1) EA PULL PLATE 8303 10" 4" X 16" G 652 IVES

(1) EA ASTRAGAL

(1) EA GASKETING 488S-BK

(2) EA KICKPLATE

(2) EA DOOR SWEEP G1367597

(1) EA WEATHER STRIPPING

(1) EA THRESHOLD

QTY DESCRIPTION PART NUMBER FINISH MFR

DOOR HARDWARE

GROUT EXISTING CMU OR

TOOTH/REPLACE CMU TO GROUTED

SOLID - SEE STRUCTURAL

REMOVABLE DOOR HEADER W/

ENCLOSED WELDED FACE PLATES

BOTH SIDES - PROVIDE ACCESSIBLE

MECHANICALLY SECURED 'L' BRACKETS

AT UNDERSIDE , PTD - PROVIDE 3M

VINYL FOAM TAPE AT DOOR HEAD BUTT

JOINTS TO JAMB

CMU MOUNTED STEEL ANGLE - SEE

STRUCTURAL DWGS. STEEL PAINTED,

TYP.

ACCESSIBLE/REMOVABLE BOLT

HARDWARE TO REMOVE TRANSOM

PANEL

PROVIDE 3M VINYL FOAM TAPE 4504

OR EQUAL AT VERTICAL AND

HORIZONTAL JOINTS

MECHANICALLY FASTENED

CONTINUOUS PERIMETER GASKET -

LEGACY 5584 OR EQUAL

METAL PANEL 'h' OR "J' TRIM - ALLOW

FOR TRANSOM PANEL REMOVAL

REMOVABLE TRANSOM PANEL

SEE SECTION INFORMATION ON

A300

ANCHOR AND GROUT NEW DOOR

JAMBS SOLID AS REQ'D

2c - PLAN DETAIL AT TRANSOM

2b - PLAN DETAIL AT HEAD

2a - PLAN DETAIL AT JAMB

PROVIDE REMOVABLE BREAK METAL FLASHING WITH PERIMETER SEALANT.

SEALANT SHALL BE CUTTABLE AND SACRIFICIAL FROM EDGES TO REMOVE FLASHING.

THIS SEALANT SHALL BE WATER TESTED BY CONTRACTOR AFTER INSTALL.

NOTE: AT ANY FUTURE POINT, WHEN THE VILLAGE OR ANY VILLAGE CONTRACTED WORKER

CUTS THE FLASHING SEALANT TO REMOVE THE TRANSOM PANEL. THE WARRANTY OF THE

SEALANT WORK UNDER THIS SCOPE OF WORK SHALL BE VOIDED.

BELOW ROOF SCUTTLE - AT OUTSIDE

FACE OF TRANSOM PANEL PROVIDE 3M

VINYL FOAM TAPE 4504

OR EQUAL AT VERTICAL BUTT JOINTS

+/- 8'-4" TRANSOM PANEL / PARAPET

+/- 5

+/- 5

+/- 2"

+/- 2"

+/- 9'-4

PICK POINTS FOR SCUTTLE - SEE

STRUCTURAL DRAWINGS

CONCEALED AND RECESSED TRANSOM

PICK POINTS

7 8

+/- 9'-8

"VIF

CONTINUOUS PERIMETER BLOCKING

AND GRAVEL STOP WITH DRIP EDGE -

SEE SECTIONS A300

DASHED LINE INDICATES ROOF

SCUTTLE CURB BELOW

+/- 8'-5"VIF MASONRY OPENING

S L

O P

E

ENLARGED PLAN DETAILS

A400

106 Calendar Court, No. 131 LaGrange, Illinois 60525 phone: 708.218.9974 www.845designgroup.com

SCALE: AS NOTED

DATE: 03.26.2021

DRAWN: NB

APPROVED: JZ

PROJECT #: 20.01.04

SHEET NUMBER:

This drawing must not be scaled.

The general contractor shall verify all dimensions, datums and levels prior to commencement of work. All errors and omissions to be reported immediately to the architect.

Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. This drawing is the exclusive property of the architects and can be reproduced only with the permission of the architects, in which case the reproduction must bear their name as architects.

2021 845 Design Group P.C.©

Illinois professional design firm#184.006583

DESIGN

GROUP

Architecture

Planning+

SCHAUMBURG WELL #15

ROOF REPLACEMENT

325 WISE ROAD

SCHAUMBURG, IL 60193

# date description

3/26/2021 ISSUE FOR BID/PERMIT

STRUCTURAL ENGINEERS

McCLUSKEY ENGINEERING

CORPORATION

1887 HIGH GROVE LANE

NAPERVILLE, ILLINOIS 60540

630-717-5335 ■ FAX: 630-717-5397

c MEC JOB #:

mec

STRUCTURAL CONSULTANT

ISSUE FOR BID AND PERMIT

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

PLAN DETAILS AT SOUTH ELEVATION INFILL

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

PLAN DETAIL ROOF CURB