Firehouse Masonry and Netting Project

1 2 3 4 5 6
DEBRIS CONTAINMENT NETTING AND REPAIRS
E
LOWELL FIREHOUSES AT
This drawing and the design and construction
features disclosed are proprietary to Gale
Associates, Inc. and shall not be altered or
reused in whole or part without the express
written permission of Gale Associates, Inc.
Copyright(C)2026
D
PREPARED FOR
THE CITY OF LOWELL
375 MERRIMACK STREET
LOWELL, MASSACHUSETTS 01852
C
DRAWING NO TITLE
G100 COVER SHEET
S001 STRUCTURAL NOTES
S101 198 HIGH STREET
S102 751 LAWRENCE STREET
S103 795 GORHAM STREET
S501 STRUCTURAL DETAILS (1 OF 3)
S502 STRUCTURAL DETAILS (2 OF 3)
S503 STRUCTURAL DETAILS (3 OF 3)
B
845840 G100
COVER SHEET
A
G100
TCEJORP
RENWO
Gale Associates, Inc.
Engineers and Planners
300 LEDGEWOOD PL | ROCKLAND, MA 02370
P 781.335.6465 F 781.335.6467
www.gainc.com
Boston Baltimore Orlando Hartford
Manchester Portland
NO. DATE DESCRIPTION BY
PROJECT NO.
CADD FILE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING SCALE
GRAPHIC SCALE
SHEET TITLE
DRAWING NO.
DNA
GNITTEN
TNEMNIATNOC
SIRBED
SESUOHERIF
LLEWOL
EHT
ROF
SRIAPER
,TEERTS
ECNERWAL
,TEERTS
HGIH
TA
TEERTS
MAHROG
DNA
LLEWOL
FO
YTIC
EHT
TEERTS
KCAMIRREM
573
25810
AM
,LLEWOL
HIGH STREET, LAWRENCE STREET,
AND GORHAM STREET
100% SUBMISSION
198 HIGH STREET
NOT TO SCALE
LOCATION SCALE
NOT TO SCALE
845840
MCC/AEO
WAE/MCC
AEO
07/30/2026
795 GORHAM STREET 751 LAWRENCE STREET
NOT TO SCALE NOT TO SCALE

1 2 3 4 5 6
GENERAL NOTES CODE INFORMATION TIMBER FRAMING NOTES STRUCTURAL STEEL NOTES
1. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED AND ANY DISCREPANCIES SHALL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING BUILDING CODES AND 1. ALL LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AWC "NATIONAL DESIGN 1. ALL STRUCTURAL STEEL MATERIALS, WORKMANSHIP, AND DETAILS, SHALL CONFORM TO THE
BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE STANDARDS: SPECIFICATION FOR WOOD CONSTRUCTION" AND SUPPLEMENT "DESIGN VALUES FOR WOOD LATEST EDITION OF THE ANSI/AISC 360 "SPECIFICATION FOR THE STRUCTURAL STEEL
AFFECTED PORTION OF THE WORK. CONSTRUCTION". MAXIMUM MOISTURE CONTENT SHALL BE 19%. BUILDINGS" AND AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
* MASSACHUSETTS STATE BUILDING CODE - TENTH EDITION 780 CMR (MSBC). STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS.
2. SHOP DRAWINGS FOR REINFORCING STEEL (INCLUDING ALL ACCESSORIES), ROUGH 2. ALL PRESSURE TREATED FRAMING LUMBER, NAILERS AND BLOCKING SHALL BE SOUTHERN
CARPENTRY, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ENGINEER AND STAMPED * AISC 360-2016 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF PINE, GRADE NO. 1, AND MUST BE STAMPED BY A RECOGNIZED GRADING AGENCY AND KILN * THREADED RODS ASTM F1554 GR. 55 MIN.
ACCEPTANCE RECEIVED PRIOR TO FABRICATION. ERECTION SHALL PROCEED BASED ON STRUCTURAL STEEL FOR BUILDINGS. DRIED, WITH A MINIMUM ALLOWABLE BENDING STRESS (Fb)= 1,350 PSI AND MINIMUM MODULUS * BOLTS ASTM F3125 GR. A325 MIN.
E
ACCEPTED SHOP DRAWINGS ONLY. REFER TO THESE DRAWING NOTES. OF ELASTICITY (E)= 1,600,000 PSI. * STEEL PLATES ASTM A36 MIN.
* 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)
3. UNLESS NOTED OTHERWISE (U.N.O.), DETAILS SHOWN ON ANY DRAWINGS ARE TO BE 3. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. 2. ALL STEEL SHALL BE NEW STEEL CONFORMING TO THE AISC SPECIFICATIONS FOR DESIGN,
CONSIDERED TYPICAL FOR SIMILAR CONDITIONS. 2. DESIGN LOADS SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION (AFPA), FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. This drawing and the design and construction
THE TIMBER CONSTRUCTION MANUAL (AITC), AND ARCHITECTURAL GRAPHICS STANDARD BY features disclosed are proprietary to Gale
4. IN CASE OF CONFLICT AMONG CONTRACT DOCUMENTS, THE MORE SPECIFIC AND LOCALIZED DESIGN CODE - MASSACHUSETTS STATE BUILDING CODE - TENTH EDITION 780 CMR (MSBC). RAMSEY & SLEEPER. 3. NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN Associates, Inc. and shall not be altered or
INFORMATION IN THE FOLLOWING ASCENDING ORDER SHALL GOVERN: NOTES, PLANS, BASIS OF DESIGN 2021 IBC AS AMENDED BY MSBC PROPERLY ALIGNED. PROVIDE TEMPORARY BRACING AS REQUIRED. reused in whole or part without the express
SCHEDULES AND DETAILS. 4. NEW LUMBER WHICH IS SPLIT, CRACKED, NOTCHED, DRILLED, CUT OR OTHERWISE ALTERED OR written permission of Gale Associates, Inc.
DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE. 4. SUBMIT AN ELECTRONIC COPY OF SHOP DRAWINGS TO THE ENGINEER SHOWING SETTING Copyright(C)2026
5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING AND BRACING FOR PLANS, ERECTION PLANS, ALL DETAILS AND SIZES OF MEMBERS INCLUDING CONNECTIONS AND
THE BUILDING DURING THE ENTIRE CONSTRUCTION PROCESS. 5. CONTRACTOR SHALL SUBMIT ALL PROPOSED WOOD SPECIES, GRADES, GRADING AGENCY, ALL STAMPED ENGINEERING CALCULATIONS. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL
TYPE OF PRESSURE TREATMENT, MANUFACTURER'S DATA, AND CERTIFICATIONS TO THE CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF
6. JOB SITE SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. GALE REPRESENTATIVES, ENGINEER FOR APPROVAL PRIOR TO PROCUREMENT. THE LATEST EDITION OF THE AISC DETAILING MANUAL.
INCLUDING SUBCONSULTANTS RETAINED BY GALE, MAY VISIT THE JOB SITE FROM TIME TO
TIME. THESE VISITS ARE FOR CLARIFICATIONS OF SPECIFIC DESIGN RELATED ISSUES ONLY 6. ALL NAILS, FASTENERS, AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP 5. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL BE HOP-DIP GALVANIZED IN ACCORDANCE
AND ARE NOT FOR THE PURPOSES OF JOB SITE SAFETY. IT IS THE CONTRACTOR'S SOLE GALVANIZED OR AISI 304 OR 316 STAINLESS STEEL. ALL NAILS, FASTENERS, AND CONNECTORS WITH THE REQUIREMENTS OF ASTM A123/A123M. UNLESS OTHERWISE NOTED, ALL STEEL
RESPONSIBILITY TO COMPLY WITH ALL SITE SAFETY APPLICABLE REQUIREMENTS. USED WITH PRESSURE TREATED LUMBER SHALL BE AISI 304 OR 316 STAINLESS STEEL. BOLTS HARDWARE, INCLUDING ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH
WITH DIAMETERS OF 3/8" OR GREATER MAY BE HOT-DIP GALVANIZED IN LIEU OF S.S. ASTM A153/A153M. TOUCH UP ALL FIELD WELDS, SCRATCHES, OR SCRAPES WITH ZINC-RICH
7. THE THREE (3) FIRE STATION LOCATIONS ARE ACTIVE FIRE STATIONS REQUIRING EMERGENCY PAINT IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A780.
RESPONSE VEHICLES, FIRE FIGHTERS, AND STAFF TO HAVE CLEAR ACCESS TO VEHICLES, 7. ALL LUMBER SHALL BE STORED IN A DRY LOCATION. LUMBER THAT IS NOT KEPT DRY WILL BE
DRIVEWAY, ETC. THE CONTRACTOR TO MEET WITH FIRE DEPARTMENT PRIOR TO THE START OF IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO
D WORK TO REVIEW REQUIREMENTS DURING EMERGENCY RESPONSE CALLS. ADDITIONAL COST.
ABBREVIATIONS
8. A SAFTEY AND LOGISTICS PLAN FOR EACH SITE SHOULD BE SUBMITTED TO THE OWNER PRIOR
TO THE START OF CONSTRUCTION.
@ AT
APPROX. APPROXIMATE
CL CENTERLINE
QUALITY ASSURANCE DIA DIAMETER
DWGS DRAWING
EMBED. EMBEDMENT
1. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWINGS SUBMITTAL DATES AT
ELEV. ELEVATION
LEAST 30 DAYS PRIOR TO THE FIRST SUBMITTAL. FAILURE TO SUBMIT DRAWINGS ON
(E) EXISTING
DESIGNATED DATE MAY IMPACT REVIEW SCHEDULE. THE CONTRACTOR SHALL PROVIDE FOR
HORIZ HORIZONTAL
REVIEW AND RESUBMITTAL OF SHOP DRAWINGS IN THE PROJECT SCHEDULE.
HDG HOT-DIPPED GALVANIZED
JT JOINT
2. CONTRACTOR MUST COORDINATE AND PAY FOR ALL MATERIAL MANUFACTURER'S SITE VISITS
MAX MAXIMUM
TO REVIEW CONSTRUCTION. AT A MINIMUM, THE MANUFACTURER'S TECHNICAL
MEP MECHANICAL, ELECTRICAL & PLUMBING
REPRESENTATIVE SHALL BE ON SITE FOR THE FOLLOWING REVIEWS: MIN MINIMUM
(N) NEW
A. PRE-CONSTRUCTION MEETING O.C. ON CENTER
PT PRESSURE TREATED
B. CONCRETE PREPARATION PRIOR TO INSTALLATION OF MATERIALS REINF REINFORC(ED)(ING)
C SIM SIMILAR
C. REVIEW MATERIAL STORAGE, MIXING, SURFACE PREPARATION, APPLICATION, CURING SS STAINLESS STEEL
AND TEMPORARY PROTECTION FOR EACH MATERIAL TYPE OF COMPONENT. SYMM SYMMETRICAL
T.O. TOP OF
D. MINIMUM ONE (1) SITE VISITS PER WEEK DURING INSTALLATION. MOCK-UP OF EACH T.O.W TOP OF WALL
REPAIR TYPE WITH MANUFACTURER'S REPRESENTATIVE PRESENT. TYP TYPICAL
U.N.O UNLESS NOTED OTHERWISE
E. PERIODIC TESTING OF MATERIAL THICKNESS TO CONFIRM CONFORMANCE TO VIF VERIFY IN FIELD
VERT VERTICAL
MANUFACTURER'S WRITTEN TECHNICAL DATA AND THESE CONTRACT DOCUMENTS.
W/ WITH
3. FOR EACH SITE VISIT, THE MANUFACTURER'S REPRESENTATIVE MUST PROVIDE A WRITTEN
FIELD REPORT INDICATING AREAS REVIEWED, PROCEDURES USED, RECOMMENDATIONS MADE,
INCORRECT INSTALLATIONS, CORRECTIVE ACTIONS AND PHOTOGRAPHIC DOCUMENTATION.
THE WRITTEN FIELD REPORT MUST INCLUDE DATE, TIME, COMPLETE LIST OF PERSONNEL ON
SITE, AREAS REVIEWED WITH SKETCH PLAN IDENTIFICATION; PLACED WITH PHOTO
DOCUMENTS ON MANUFACTURER'S COMPANY LETTERHEAD.
4. THE CONTRACTOR SHALL OBTAIN AND PROVIDE COPIES OF ALL MATERIAL AND SYSTEM
WARRANTIES TO THE OWNER.
5. THE CONTRACTOR SHALL ENGAGE A QUALIFIED, INDEPENDENT THIRD-PARTY TESTING AGENCY
TEMPORARY SHORING NOTES
TO PERFORM FIELD QUALITY CONTROL TESTING OF POST-INSTALLED ANCHORS.
B
845840 S001
A. TESTING FREQUENCY: FIELD-TEST A MINIMUM OF THREE (3) POST-INSTALLED ADHESIVE 1. THE CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL SUPPORT OR SHORING TO
ANCHORS PER DEBRIS NET, RANDOMLY SELECTED BY THE INSPECTOR. AT LOCATIONS PERFORM REPAIRS AS NOTED ON THE DRAWINGS. ALL MEANS AND METHODS TO ACCOMPLISH
WITH A WOOD LEDGER BEAM, FIELD TEST AN ADDITIONAL TWO (2) POST-INSTALLED THE REPAIR WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT PROPOSED
ADHESIVE ANCHORS INSTALLED AT THE LEDGER BEAM. MEANS AND METHODS TO THE OWNER AND ENGINEER FOR REVIEW.
B. TEST LOAD: TEST ANCHORS IN TENSION USING A CALIBRATED HYDRAULIC JACK SET TO 2. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS TO THE ENGINEER PRIOR TO THE
NOT TO SCALE
250 LBS. APPLY TENSION LOAD IN A CONTROLLED, CONTINUOUS RATE, IN STRICT PERFORMANCE OF ANY WORK SHOWING THE LOCATION, SIZE, DIMENSIONS, CAPACITY, DETAIL,
ACCORDANCE WITH ASTM E3121/E3121M (STANDARD TEST METHODS FOR FIELD WEIGHT, EQUIPMENT, ETC. OF ALL SUPPORTING MEMBERS AS WELL AS A TIME SCHEDULE AND
TESTING OF ANCHORS IN CONCRETE OR MASONRY). SEQUENCE OF WORK INDICATING WHEN ALL THE PERTINENT ITEMS OF WORK WILL BE
PERFORMED.
C. APPARATUS SETUP: THE REACTION FRAME OR LEGS OF THE TESTING APPARATUS MUST
BE POSITIONED AT A DISTANCE OF AT LEAST 1.5 TIMES THE ANCHOR EMBEDMENT 3. NO CONSTRUCTION WORK WILL COMMENCE UNTIL THE ENGINEER HAS REVIEWED THE
DEPTH AWAY FROM THE ANCHOR CENTERLINE. SHORING SHOP DRAWINGS AND DESIGN CALCULATIONS.
D. THE INDEPENDENT TESTING AGENCY SHALL PREPARE AND SUBMIT A FORMAL, 4. CONTRACTOR MUST PROVIDE ADEQUATE LATERAL BRACING. ALL SHORING MUST BE
COMPREHENSIVE FIELD ANCHOR TESTING REPORT DIRECTLY TO THE OWNER AND CONTINUOUS THROUGH ALL LEVELS AND/OR SOLIDLY BLOCKED BETWEEN LEVELS. ALL STRUCTURAL
ENGINEER WITHIN TWO (2) WEEKS OF COMPLETING THE FIELD TESTING. SHORES MUST BE CARRIED DOWN TO FIRM BEARING MATERIAL AND THE LOAD MUST BE
ADEQUATELY SPREAD OUT IF SUPPORTED ON THE EXISTING GRADE. NOTES
5. CONTRACTOR SHALL PROVIDE ALL OVERHEAD PROTECTION AT BUILDING ENTRANCE WAYS IN
A
ACCORDANCE WITH OSHA, LOCAL, STATE AND FEDERAL GUIDELINES.
S001
TCEJORP
RENWO
Gale Associates, Inc.
Engineers and Planners
300 LEDGEWOOD PL | ROCKLAND, MA 02370
P 781.335.6465 F 781.335.6467
www.gainc.com
Boston Baltimore Orlando Hartford
Manchester Portland
NO. DATE DESCRIPTION BY
PROJECT NO.
CADD FILE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING SCALE
GRAPHIC SCALE
SHEET TITLE
DRAWING NO.
DNA
GNITTEN
TNEMNIATNOC
SIRBED
SESUOHERIF
LLEWOL
EHT
ROF
SRIAPER
,TEERTS
ECNERWAL
,TEERTS
HGIH
TA
TEERTS
MAHROG
DNA
LLEWOL
FO
YTIC
EHT
TEERTS
KCAMIRREM
573
25810
AM
,LLEWOL
DEBRIS NETTING NOTES
1. BASIS OF DESIGN IS THE SPALLSTOP 10K DEBRIS NETTING SYSTEM BY NETTINGNOW
100% SUBMISSION
2. NETTING SYSTEM SHALL HAVE A MINIMUM WORKING LOAD DESIGN CAPACITY OF 10,000 LBS.
MATERIALS SHALL POSSES A MINIMUM ULTIMATE BREAKING STRENGTH OF 11,665 LBS AND BE
CERTIFIED TO WITHSTAND A 7,000 LBS STATIC TEST LOAD FOR 24 HOURS.
3. NETTING SHALL COMPLY WITH OSHA FALLING DEBRIS REGULATIONS AND ANSI A10.37
STANDARDS FOR DEBRIS NET SYSTEMS.
4. NETTING COMPONENTS:
A. PRIMARY NETTING: NETTING MATRIX SHALL BE CONSTRUCTED OF N820 HIGH TENACITY
POLYPROPYLENE (HTPP), KNOTLESS STYLE, WITH 2.5-INCH SQUARE MESH OPENINGS.
B. DEBRIS LINER: PRIMARY NETTING SHALL BE FACTORY-OVERLAID WITH A FINE FABRIC
MESH LINER (MINIMUM 1/8-INCH KNITTED POLYETHYLENE) CAPABLE OF CAPTURING FINE
BRICK FRAGMENTS.
C. ANCHORING HARDWARE: PERIMETER BORDER SHALL FEATURE HEAVY-DUTY BRASS
PLATED OR STAINLESS STEEL GROMMETS SPACED AT A MAXIMUM OF 24" ON-CENTER
ALONG ALL EDGES.
D. ANCHORS: ANCHORS TO SECURE NETTING TO SUPPORTING STRUCTURE SHALL BE
STAINLESS STEEL.
BALLAST NOTES
1. BALLAST FOR DEBRIS NETTING SHALL CONSIST OF STANDARD HEAVYWEIGHT PRECAST SOLID
CONCRETE BLOCKS CONFORMING TO ASTM C1491.
2. BALLAST SHALL CONSIST OF CORELESS, SOLID BLOCKS ONLY. LIGHTWEIGHT AGGREGATE
CONCRETE OR STANDARD HOLLOW CINDER BLOCKS ARE NOT PERMITTED.
3. MINIMUM INDIVIDUAL BLOCK WEIGHT = 26.0 LBS
4. MINIMUM BLOCK COMPRESSIVE STRENGTH = 3,000 PSI
5. CONTRACTOR SHALL PROVIDE A LAYOUT PLAN, WHICH INCLUDES THE LOCATIONS AND
DISTRIBUTION OF THE BALLAST WEIGHT, RACKING SYSTEM INFORMATION, AND DETAILS
REGARDING SECUREMENT OF THE DEBRIS NETTING TO THE RACKING SYSTEM FRAME.
6. ANY FIELD ADJUSTMENTS DUE TO CONFLICTS WITH EQUIPMENT ON THE ROOF SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
7. TO REDUCE MECHANICAL ABRASION BETWEEN THE CONCRETE AND ROOF MEMBRANE, A
MANUFACTURER-APPROVED PROTECTION SLIP-SHEET SHALL BE INSTALLED BENEATH EVERY
BALLAST PAN/BLOCK.
845840
MCC/AEO
WAE/MCC
AEO
07/30/2026

1 2 3 4 5 6
PLAN
NORTH
TRUE
NORTH
5
E
S101
This drawing and the design and construction
features disclosed are proprietary to Gale
Associates, Inc. and shall not be altered or
reused in whole or part without the express
written permission of Gale Associates, Inc.
Copyright(C)2026
ROOF
39' - 0"
SECOND FLOOR
D 22' - 6"
FIRST FLOOR
9' - 6"
SOUTH ELEVATION
2
S101
SCALE: 1/8" = 1'-0"
C
SHEET NOTES
4
S101
3
1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN
S101 2
COMPILED FROM VARIOUS SOURCES AND MAY NOT REFLECT
S101
THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION.
2. HATCH PATTERNS ARE FOR REPRESENTATION ONLY AND
ROOF PLAN SHOULD NOT BE USED AS A MEANS FOR QUANTIFYING.
1
S101 3. DISCREPANCIES NOTED BY THE CONTRACTOR IN THE DRAWINGS
SCALE: 1/8" = 1'-0"
MUST BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO
BID SUBMISSION.
INSTALL FOUR (4) ANCHORS
TO SECURE LOOSE 4. ALL ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
(1 OF 4) 1/2" DIA. HDG HILTI HAS THREADED ROD LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE
DECORATIVE STONE
INSTALL CEMENT MORTAR AROUND W/ HILTI HY-270 ADHESIVE W/ 6" EMBED. (TYP.). PROJECT.
PERIMETER AFTER RESECURING LOOSE 6" MIN. EMBEDMENT REFER TO DETAIL 1/S501
5. THE REPAIRS WILL REQUIRE REMOVAL AND DISPOSAL OF LOOSE,
DECORATIVE STONE WITH ANCHORS
DETERIORATED MATERIALS AS SPECIFIED, SUBSTRATE SURFACE
B PREPARATION, FOLLOWED BY SPECIFIED REPAIRS.
845840 S100s
6. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED
WITH THIS SCOPE OF WORK. CONTRACTOR TO PERFORM
ADDITIONAL INVESTIGATIONS AS NECESSARY.
KEY PLAN
1/8" = 1'-0"
SCALE: NOT TO SCALE
1 PLAN
S501 NORTH 0 4' 8' 16'
TRUE
NORTH
198 HIGH
STREET FIREHOUSE
A
LOOSE STONE - GROUT INSTALL LOOSE STONE SECUREMENT - SIDE VIEW LOOSE STONE SECUREMENT - ELEVATION VIEW
LEGEND
3 4 5 S101
S101 SCALE: NOT TO SCALE S101 SCALE: NOT TO SCALE S101 SCALE: NOT TO SCALE ELEVATION
-
CALLOUT 2
TCEJORP
RENWO
Gale Associates, Inc.
Engineers and Planners
300 LEDGEWOOD PL | ROCKLAND, MA 02370
P 781.335.6465 F 781.335.6467
www.gainc.com
Boston Baltimore Orlando Hartford
Manchester Portland
NO. DATE DESCRIPTION BY
PROJECT NO.
CADD FILE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING SCALE
GRAPHIC SCALE
SHEET TITLE
DRAWING NO.
DNA
GNITTEN
TNEMNIATNOC
SIRBED
SESUOHERIF
LLEWOL
EHT
ROF
SRIAPER
,TEERTS
ECNERWAL
,TEERTS
HGIH
TA
TEERTS
MAHROG
DNA
LLEWOL
FO
YTIC
EHT
TEERTS
KCAMIRREM
573
25810
AM
,LLEWOL
100% SUBMISSION
845840
MCC/AEO
WAE/MCC
AEO
07/30/2026

1 2 3 4 5 6
5
S102
3 4
S102 S102
TOWER TOWER
52' - 0" 52' - 0"
E
This drawing and the design and construction
features disclosed are proprietary to Gale
Associates, Inc. and shall not be altered or
reused in whole or part without the express
written permission of Gale Associates, Inc.
Copyright(C)2026
ROOF ROOF
28' - 0" 28' - 0"
SECOND FLOOR SECOND FLOOR
15' - 0" 15' - 0"
D
FIRST FLOOR FIRST FLOOR
0' - 0" 0' - 0"
EAST ELEVATION WEST ELEVATION
1 2
S102 S102
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
PLAN
TRUE
NORTH
NORTH
5'-0" 5'-0"
C
4'-0" 4'-0"
3'-0" 3'-0"
1'-0" 1'-0"
1'-0"X4'-0" BALLAST.
ALONG EXTENTS OF (N) DEBRIS NETTING
REFER TO S001 FOR
INSTALL 1/2" DIA. HDG HILTI HAS THREADED
BALLAST REQUIREMENTS.
ROD W/ HILTI HY-270 ADHESIVE W/ 6" EMBED. @ INSTALL BALLAST ABOVE DEBRIS NETTING. NOTE, BALLAST SHALL
2'-0" O.C. (TYP.). REFER TO DETAIL 3/S502 NOT BE PLACED WITHIN 1'-0" OF THE ROOF EDGE. INSTALL
INSTALL BALLAST ABOVE DEBRIS NETTING. NOTE,
LIGHTWEIGHT EXPANDED POLYSTYRENE BLOCKS OR OTHER
BALLAST SHALL NOT BE PLACED WITHIN 1'-0" OF
ENGINEER APPROVED LIGHTWEIGHT BLOCKING AS REQUIRED BY
THE ROOF EDGE
THE NETTING MANUFACTURER TO MATCH ELEVATION OF CURB
ROOF PLAN W/ DEBRIS NETTING
(N) LEDGER BEAM (TYP.), 6
REFER TO DETAIL 1/S503 APPROX. EXTENTS OF (N) DEBRIS NETTING, TYP. APPROX. EXTENTS OF S102 SCALE: 1/4" = 1'-0"
REFER TO 5/S102 FOR PLAN VIEW OF EXTENTS. (N) DEBRIS NETTING
B
845840 S100s
INSTALL BALLAST ABOVE DEBRIS
NETTING. NOTE, BALLAST SHALL NOT BE
PLACED WITHIN 1'-0" OF THE ROOF EDGE
1/8" = 1'-0"
KEY PLAN
SHEET NOTES
0 4' 8' 16'
SCALE: NOT TO SCALE
PLAN
1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN TRUE NORTH
COMPILED FROM VARIOUS SOURCES AND MAY NOT NORTH
REFLECT THE ACTUAL CONDITIONS AT THE TIME OF
CONSTRUCTION.
2. HATCH PATTERNS ARE FOR REPRESENTATION ONLY AND
"
5'
- 0
Y
P. SHOULD NOT BE USED AS A MEANS FOR QUANTIFYING.
T 751 LAWRENCE
3. DISCREPANCIES NOTED BY THE CONTRACTOR IN THE
3'-0"
DRAWINGS MUST BE BROUGHT TO THE ENGINEER'S
TYP.
ATTENTION PRIOR TO BID SUBMISSION.
STREET FIREHOUSE
2 1
A
4. ALL ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE
WITH LOCAL, STATE AND FEDERAL REGULATIONS
APPLICABLE TO THE PROJECT.
6
5. THE REPAIRS WILL REQUIRE REMOVAL AND DISPOSAL OF S102
NORTHEAST CORNER NETTING NORTHWEST CORNER NETTING ROOF LEVEL DEBRIS NETTING LOOSE, DETERIORATED MATERIALS AS SPECIFIED,
3 4 5
SUBSTRATE SURFACE PREPARATION, FOLLOWED BY
S102 SCALE: NOT TO SCALE S102 SCALE: NOT TO SCALE S102 SCALE: NOT TO SCALE SPECIFIED REPAIRS. LEGEND S102
6. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ELEVATION
-
ASSOCIATED WITH THIS SCOPE OF WORK. CONTRACTOR TO CALLOUT
PERFORM ADDITIONAL INVESTIGATIONS AS NECESSARY.
TCEJORP
RENWO
Gale Associates, Inc.
Engineers and Planners
300 LEDGEWOOD PL | ROCKLAND, MA 02370
P 781.335.6465 F 781.335.6467
www.gainc.com
Boston Baltimore Orlando Hartford
Manchester Portland
NO. DATE DESCRIPTION BY
PROJECT NO.
CADD FILE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING SCALE
GRAPHIC SCALE
SHEET TITLE
DRAWING NO.
DNA
GNITTEN
TNEMNIATNOC
SIRBED
SESUOHERIF
LLEWOL
EHT
ROF
SRIAPER
,TEERTS
ECNERWAL
,TEERTS
HGIH
TA
TEERTS
MAHROG
DNA
LLEWOL
FO
YTIC
EHT
TEERTS
KCAMIRREM
573
25810
AM
,LLEWOL
100% SUBMISSION
845840
MCC/AEO
WAE/MCC
AEO
07/30/2026

1 2 3 4 5 6
3 4
S103 S103
TOWER TOWER
56' - 0" 56' - 0"
E
This drawing and the design and construction
features disclosed are proprietary to Gale
Associates, Inc. and shall not be altered or
reused in whole or part without the express
ROOF ROOF
written permission of Gale Associates, Inc.
33' - 0" 33' - 0"
Copyright(C)2026
SECOND FLOOR SECOND FLOOR
14' - 6" 14' - 6"
D
FIRST FLOOR FIRST FLOOR
0' - 0" 0' - 0"
SOUTH ELEVATION NORTH ELEVATION
1 2
S103 S103
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
APPROX. EXTENTS OF (N) DEBRIS NETTING
PLAN
NORTH
1'-0"X9'-0" BALLAST.
ALONG EXTENTS OF DEBRIS
REFER TO S001 FOR TRUE
NETTING INSTALL 1/2" DIA. HDG HILTI
BALLAST REQUIREMENTS. NORTH
HAS THREADED ROD W/ HILTI HY-270
C
ADHESIVE W/ 6" EMBED. @ 2'-0" O.C.
3'-0"
(TYP.). REFER TO DETAIL 3/S502
1'-0"X5'-0" BALLAST.
REFER TO S001 FOR
BALLAST REQUIREMENTS.
12'-0"
9'-0"
5'-0"
7'-0"
1'-0"
3'-0" 2'-0"
SOUTH BRICK DEBRIS NETTING NORTHWEST BRICK DEBRIS NETTING
1'-0"
3 4
ROOF PLAN W/ DEBRIS NETTING
S103 S103 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 7
APPROX. EXTENTS OF S103
SCALE: 1/4" = 1'-0"
B
(N) DEBRIS NETTING
845840 S100s
APPROX. EXTENTS OF
INSTALL BALLAST ABOVE DEBRIS NETTING. NOTE, BALLAST SHALL
(N) DEBRIS NETTING
NOT BE PLACED WITHIN 1'-0" OF THE ROOF EDGE. RELOCATE
EXISTING BALLASTED ANTENNA TO AVOID CONFLICT WITH NEW
DEBRIS NETTING BALLAST. IF ANTENNA CANNOT BE RELOCATED,
CONTRACTOR SHALL PROPOSE ALTERNATIVE BALLAST
CONNECTION/LAYOUT. 1/8" = 1'-0"
KEY PLAN
SHEET NOTES
SCALE: NOT TO SCALE
PLAN
1. THE INFORMATION SHOWN ON THIS DRAWING HAS BEEN
COMPILED FROM VARIOUS SOURCES AND MAY NOT REFLECT NORTH
INSTALL BALLAST ABOVE DEBRIS
THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION.
NETTING. NOTE, BALLAST SHALL NOT BE
PLACED WITHIN 1'-0" OF THE ROOF EDGE 2. HATCH PATTERNS ARE FOR REPRESENTATION ONLY AND 5 TRUE
NORTH
SHOULD NOT BE USED AS A MEANS FOR QUANTIFYING.
795 GORHAM
3. DISCREPANCIES NOTED BY THE CONTRACTOR IN THE DRAWINGS
7 STREET FIREHOUSE
MUST BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO
BID SUBMISSION. S103
A
4. ALL ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2 1
LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE
PROJECT.
6
5. THE REPAIRS WILL REQUIRE REMOVAL AND DISPOSAL OF LOOSE,
DETERIORATED MATERIALS AS SPECIFIED, SUBSTRATE SURFACE
PREPARATION, FOLLOWED BY SPECIFIED REPAIRS.
LEGEND
S103
SOUTHEAST DEBRIS NETTING ROOF LEVEL DEBRIS NETTING
5 6 6. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED
ELEVATION
WITH THIS SCOPE OF WORK. CONTRACTOR TO PERFORM -
S103 SCALE: NOT TO SCALE S103 SCALE: NOT TO SCALE ADDITIONAL INVESTIGATIONS AS NECESSARY. CALLOUT
TCEJORP
RENWO
Gale Associates, Inc.
Engineers and Planners
300 LEDGEWOOD PL | ROCKLAND, MA 02370
P 781.335.6465 F 781.335.6467
www.gainc.com
Boston Baltimore Orlando Hartford
Manchester Portland
NO. DATE DESCRIPTION BY
PROJECT NO.
CADD FILE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING SCALE
GRAPHIC SCALE
SHEET TITLE
DRAWING NO.
DNA
GNITTEN
TNEMNIATNOC
SIRBED
SESUOHERIF
LLEWOL
EHT
ROF
SRIAPER
,TEERTS
ECNERWAL
,TEERTS
HGIH
TA
TEERTS
MAHROG
DNA
LLEWOL
FO
YTIC
EHT
TEERTS
KCAMIRREM
573
25810
AM
,LLEWOL
100% SUBMISSION
845840
MCC/AEO
WAE/MCC
AEO
07/30/2026
0 4' 8' 16'