38 BROAD STREET - DISTRICT FILES � _ 35 Broad St _
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Salem Historical Commission
ONE SALEM GREEN,SALEM,MASSACHUSETTS 01970
(978)745-9595 EXT.311 FAX(978)740-0404
CERTIFICATE OF NON-APPLICABILITY
It is hereby certified that the Salem Historical Commission has determined that he proposed:
E Construction ❑ Moving
Reconstruction CQ Alteration
❑ Demolition ❑ Painting
❑ Signage ❑ Other Work
as described below does not involve an exterior architectural feature or involves a feature covered by the
exemptions or limitations set forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic
Districts Ordinance.
District: McIntire
Address of Property: 38 Broad Street
Name of Record Owner: Sharon Hilton& Patricia Vannoy
Description of Work Proposed:
Repair porch roof on front of house under 2nd floor deck to replicate existing. No changes in color, material,
design or outward appearance. Non-applicable due to being in kind replacement/maintenance.
Dated: May 10, 2002 SALEM HISTO CAL MMISSION
By:
The homeowner has the option not to commence the work (unless it relates to resolving an outstanding
violation). All work commenced must be completed within one year from this date unless otherwise indicated.
THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of
Buildings (or any other necessary permits or approvals)prior to commencing work.
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Salem Historical Commission
ONE SALEM GREEN,SALEM, MASSACHUSETTS 01970
(508) 745.9595 EXT. 311 FAX (508) 740-0404
CERTIFICATE OF APPROPRIATENESS
It is hereby certified that the Salem Historical Commission has determined that the proposed:
❑ Construction ❑ Moving
Reconstruction ❑ Alteration
❑ Demolition ❑ Painting
❑ Signage ❑ Other work
as described below will be appropriate to the preservation of said Historic District, as per the requirements set
forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance.
District: McIntire
Address of Property: 38 Broad Street
Name of Record Owner: Sharon Hilton/Patricia Vannev
Description of Work Proposed:
Repair of existing rear porches and construction of additional wood porches per plans dated 9/8/97.
Dated: October 2, 1997 SALEM HISTORICAL CO ISSION
By:
The homeowner has the option not to commence the work(unless it relates to resolving an outstanding
violation). All work commenced must be completed within one year from this date unless otherwise indicated.
THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of
Buildings (or any other necessary permits or approvals) prior to commencing work.
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STRUCTURES NORTH 38 BROAD STREET
SEPTEMBER 8, 1997 SALEM, MA
38 BROAD STREET, SALEM, MA
OUTLINE SPECIFICATIONS
SECTION 1 - GENERAL NOTES
1.1 General Contractor and all Subcontractors shall be licensed to practice in the
Commonwealth of Massachusetts.
1.2 All work shall conform to all applicable state and local codes and the requirements
of the local fire department.
1.3 The General Contractor shall carry liability insurance covering h s operation on the site and
his work. Workmen's Compensation shall also be carried on all employees on the site.
1.4 The Owner will provide electricity and water to the as required during the work.
1.5 All work shall be done in a professional and workmen like manner. Materials and equipment
shall comply with the contract requirements and industry standards.
1.6 All work shall be done per the drawings and specifications. Any deviations or changes in
scope shall be made only with the consent of the owner, and dev ations in the contract price
shall be submitted as change orders and shall be signed by both the general contractor and
the owner before proceeding with the portion of the work in question.
1.7 The Contractor and his subs shall visit the site and familiarize themselves with it. All
existing conditions shall be verified before preceding with the effected portion of the work
and any deviations shall be brought to the immediate attention of the owner or his
representative.
1.8 The Contractor shall submit material samples as required at the request of the owner before
ordering materials.
1.9 The Contractor shall keep the site clean and shall pick up all debris each day, and organize
his equipment and materials.
1.10 At the completion of all work the Contractor shall be responsible for removal of all excess
materials, equipment, and construction debris, leaving the premises in clean, liveable
condition.
1.11 The Contractor shall be responsible to remedy all workmanship related defects which may
be discovered or arise within one year of the project completior date, and will provide the
owner with all material and machinery warrantees as may be obtained.
1.12 The contractor shall perform all items of work indicated on the drawings.
PAGE 1
STRUCTURES NORTH 38 BROAD STREET
SEPTEMBER 8, 1997 SALEM, MA
1.13 Provide electrical outlets and lighting per direction of owner.
SECTION 2 - SITE WORK
2.1 Remove and stockpile obstructions as directed by the owner. Protect shrubbery and
structures in vicinity of work. Open gate or carefully remove and store fence section to
permit vehicular access to work area.
2.2 Stakeout limits of construction with reference to existing structure. Establish level and plan
survey lines for dimensional control.
2.3 Remove existing shrubbery and sod which is in the way of the work and, at the discretion
of the owner, either store for future use or dispose of offsite.
2.4 Perform excavation as required for work shown on the drawings which requires excavation.
Verify before starting excavation that no buried utilities or tanks lie beneath the ground which
can be disturbed by the operations. Exercise care when working adjacent to existing rubble
foundations so as not to damage the dry Iain rubble walls with the excavator. Phase
excavations with masonry repair if deemed necessary by the structural engineer based upon
his inspection.
2.5 Remove at least the top 6" of soil in the area of excavation ans stock pile as topsoil on site.
Separate topsoil and inorganic soil and store at different locations for backfilling.
2.6 Filling along and around new foundations may be done with existing soil materials if can be
compacted. Otherwise, use structural fill.
Spread and compact structural fill to within 6" of new finished grade in 6" lifts. Compact
structural fill within 95% of it maximum dry density, using a hand rammer or mechanical
tamper as required.
2.7 Structural fill if required shall meet the following gradation requ rements:
Sieve Size: Total % Passing by Weight:
3" 100%
55% - 85%
#4 40% - 75%
#50 8% - 29%
#200 0 - 8%
Structural fill shall have an angle of internal friction of at leas. 34 degrees, and shall be
considered "free draining".
2.8 Provide topsoil from stockpile and any additional topsoil from offsite and spread to a 6" depth
over the compacted structural fill to achieve the final required grades.
PAGE 2
STRUCTURES NORTH 38 BROAD STREET
SEPTEMBER 8, 1997 SALEM, MA
2.9 Slope surface grade away from house and garage foundation at at least a 2% slope (1/4"
per foot).
2.10 Contractor shall dewater as necessary to keep footing excavations dry.
SECTION 3 -CONCRETE
3.1 Concrete shall reach a minimum compressive strength of 3,000 psi at 28 days.
3.2 Reinforcing steel shall be ASTM A615, Grade 60, Welded Wire Fabric shall be ASTM A185.
3.3 Bearing surfaces of footings shall have a safe capacity of at least one ton per square foot
and shall be undisturbed, virgin, coarse granular material.
3.4 Contractor may add 6" thick leveling pads over ledge to ease formwork placement.
3.5 Provide 2"x4" nominal keyway in top of wall footings centered beneath walls.
3.6 Step bottoms of footings where in contact with existing foundations down to same elevation
as existing.
3.7 Provide standard galvanized supports and/or anchors set in piers and walls as manufactured
Simpson Strong-Tie, or equivalent for support and anchorage of wood framing.
SECTION 4 - METALS
4.1 Provide all necessary standard galvanized or electroplated metal framing connectors,
whether specified or not. Unspecified connectors shall be industry standard such as is
manufactured by Simpson Strong-Tie, or equivalent, and shall be sized for the specific
application.
4.2 Provide Y2"dia. X 12" Ig. galvanized or electroplated anchor bolts between all new sills and
post bases and the cast-in-place concrete foundations.
SECTION 5 -WOOD & PLASTICS
5.1 Rough Carpentry Materials
Framing: Hem Fir#2 KD or SPF#1 KD, size as noted.
Sills: (2) 2x6 SYP #2 Pressure Treated where bearing on masonry or
concrete.
Wall Sheathing: 3/4" CDX plywood.
PAGE 3
STRUCTURES NORTH 38 BROAD STREET
SEPTEMBER 8, 1997 SALEM, MA
Roof Sheathing: 5/8" CDX plywood to new work, or 3/4" CDX where matching existing.
5.2 Provide standard framing connectors suitable for all flush framed applications, unless
otherwise noted. All nailing shall be per Massachusetts Building Code Appendix C or
Article 34. Provide an approved metal post base at the exterior entry column to elevate the
post 1" from the slab. Bolt sills to foundations with 1/2' dia. bolts at 24" o.c.
5.3 Provide hurricane clips at all rafter and/or ceiling joist to supporting beam connections at all
leading roof edges, and post caps or strap ties between porch roof beams, floor beams, and
posts.
5.4 Fasten new framing to the existing structure with two 5/8" dia lag screws (1t.,1b.) with 3 %'
minimum penetration to existing structure at each stud. Lead holes shall be 7/16" dia. and
holes in outside members shall be 5/8" dia. New bolted nailer members shall be kiln dried.
5.5 Elevate new floor structure which is contiguous to existing first floor structure 1/8" to account
for differential shrinkage in new wood.
5.6 Provide multiple wall studs at all multiple member loads on new construction, aligning
vertically (ie: at least (2)2x4 below (2)2x8, etc.).
5.7 Provide additional framing an/or blocking as may be required for continuous and solid
transfer of all post loads to foundation. Provide "cripples" as required.
5.8 Existing studs shall always be braced on at least one side during work. Do not strip
sheathing and/or interior finishes from both sides simultaneously.
5.9 Lap-join collar ties to rafters with 6-10d nails (3 from ea. side), distributed evenly between
extreme ends of lap lengths.
5.10 Pre-drilled lead holes for nails where required to prevent splitting shall be 75% of the nails'
diameters.
5.11 Remove roofing and siding down to sheathing where new work to be joined.
5.12 Engineer shall be given five working days to submit details required by existing conditions
and shall be notified 5 days in advance of exposure to arrange for inspection.
5.13 Contractor shall notify Architect of any and all suspect framing conditions, beetle or ant
damage, and/or signs of distress.
5.14 Headers and beams shall be braced against rotation at all posts by continuous studs running
to floor or roof above, or by bridging or blocking.
5.15 Provide at least 4-16d toe-nails at rafter ends or rafter supporting studs to top bottom plate
and into plywood deck.
5.16 Shore and brace structure during work as required for continuous support of loads, stability
PAGE
STRUCTURES NORTH 38 BROAD STREET
SEPTEMBER 8, 1997 SALEM, MA
of structure, and to minimize deflections.
5.17 Inspect and repair existing porch, removing and replacing all unsound wood with equivalent
lumber.
5.18 Finish Carpentry Materials
Painted Interior Trim: Clear Pine or poplar w/ 10% max moisture content.
Unpainted Misc.
Interior Trim: Clear pine, unless otherwise noted, w/ 10% max moisture content.
Exterior Trim: Flat Boards, standard millwork to be #2 Pine w/ 10% max moisture
content. Custom millwork to be cedar or mahogany.
5.19 Painting
Paint all wood to suit owner. Provide 1 coat of oil based primer and one coat of finished oil
based alkyd enamel on all trim. Provide 1 coat of oil based primer and two coats of latex
based stain on all non- trim "field" wood. Back prime all exterior trim. Seal all knots w/
Parks Sealer or Equvalent. Color to suit owner.
PAGES
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FIRST FLOOR
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Salem Historical Commission
CITY HALL, SALEM. MASS. 01970
CERTIFICATE OF APPROPRIATENESS
It is hereby certified that the Salem Historical Commission has
determined that the proposed construction ( ) ; reconstruction ( ) ;
demolition ( ) ; moving ( ) ; alteration ( ) ; painting " ; sign or other
appurtenant fixture ( ) work as described below in the . . .
McIntire Historic District
(NAME OF HISTORIC DISTRICT)
Address of Property: 38 Broad Street
Name of Record Owner: John R. B. Szala
DESCRIPTION OF WORK PROPOSED:
Paint front and rear porches, all doors, basement window trim, posts &
lattice in Hancock Paint #680 Coast Line White. Body and trim to remain
existing color. Shutters to remain black.
will be appropriate to the preservation of said Historic District, as per
the requirements set forth in the Historic Districts' Act (Federal Laws,
Ch. 40C) and the Salem Historical Commission.
Dated: 10/19/89 SALEM HISTORICALCOMMISSION
By / , /L
Chairman
/ E EXIST.
ROOFOOF EAVES
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/ SCOPE OF WORK
/ 1. STRIP EXISTING ALUMINUM SIDING AND REMOVE EXISTING WOOD BULKHEAD. DEMOLISH
ICONCRETE STAIRS UP TO EXISTING FOUNDATION.
/ 2. REMOVE EXISTING ASPHALT PAVEMENT ALONG LIMITS OF WORK. SAWCUT EDGES AND
PROTECT. 00
N 3. CONSTRUCT NEW FOUNDATIONS AS SHOWN, AND NEW STAIRS AND RECESSED SLAB. PROVIDE
I / VOLCLAY WATERSTOP FOR BASEMENT WALL BELOW GRADE, DRILL AND GROUT DOWELS INTO
FOUNDATION WALL
/ 4. TRIM EXISTING PORCH EAVES FOR CLEARANCE WITH NEW WORK. STRIP EXISTING ROOF EDGES N
NOTE: STRUCTURAL & BOUNDARIES SHOWN WHERE REQUIRED FOR TIE—IN OF NEW ROOF FLASHING.
BY APPROXIMATE LOCATION
L _ ONLY. TAKE FROM SURVEY 5. FRAME NEW PORCHES TO BE SUPPORTED ON NEW FOUNDATIONS AND EXISTING STRUCTURE. y
DATED JUNE 11, 1973 FRAMING SHALL BE OF FINISHED QUALITY WHERE TO BE EXPOSED, 'AND COVER WHERE INDICATED
46f BY REID LAND SURVEYORS WITH PINE TRIM. PROVIDE 5/4' P/r DECKING AND COVER CEILINGS WITH LATTICE. PROVIDE
RAILINGS WITH SPINDLES WHERE SHOWN TO MATCH EXISTING. ALL WORK SHALL MATCH
EXISTING CORRESPONDING WORK IN PROFILE, SIZE, AND STYLE AS MUCH AS POSSIBLE. 0
6. PROVIDE REMOVABLE SCREENING APPLIED TO INSIDE SURFACE OF ALL WALLS AND TO
UNDERSIDE OF BOTTOM LEVEL AND AT ADDITIONAL LOCATIONS AS REQUIRED TO PROVIDE TOTAL
SEAL AGAINST INSECTS. PROVIDE SCREENED DOOR WHERE SHOWN. 'u
7. FRAME NEW OPENING IN EXISTING WALL AT FIRST FLOOR AND PROVIDE 6'-0' INSULATED GLASS y
SUDING DOOR. REPLACE AND/OR REPAIR TRIM WORK TO INTERIOR TO MATCH EXISTING y
ADJACENT TRIM. DO NOT DAMAGE INTERIOR WALL FINISHES DURING WORK.
8. PROVIDE SIDING AND ROLLED ROOFING, ALONG WITH ALL RELATED FLASHING AND SEALING
BROAD ST . ITEMS.
9. REPAIR SURROUNDING GRADE AND PAVEMENT FOLLOWING WORK. QS= i
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FABRIC (2) 2x6 HOR P/7
6„ SLA3 ® 12" BENT SIMPSON 2" CLR
6x6 POST BASE 0)
SONOTUBE
06
SECTION 1 SECTION 2 N
1" a 1'—O"
'W'w
vI
QS=4
y