HomeMy WebLinkAbout5229 96 South Shore Dr Building Plan Revised to Single Story 02.18.2696 S SHORE DR, YARMOUTH
PROPOSED 1 STOREY HOUSE
Eat
Scope:
Renovation
LOT SIZE: 0.36 Acres
BUILDING TYPE: SINGLE-FAMILY
BOOK NUMBER: C228039
BOOK PAGE:O
LOCATION ID: M_306953_821916
PROPERTY ID: 1994
DRAWING SCHEDULE
AO
COVER
SITE DRAWINGS
A01
SITE PLAN
NOTES & SCHEDULES
A02
GENERAL NOTES
A03
STRUCTURAL NOTES
ARCHITECTURAL DRAWINGS
A04
EXISTING FIRST FLOOR PLAN
A04
FIRST FLOOR PLAN
A05
ROOF PLAN
A06
FRONT AND RIGHT ELEVATION
A07
REAR AND LEFT ELEVATION
A08
SECTION
STRUCTURAL DRAWINGS
G01
CODE NARRATIVE
S01
FOUNDATION PLAN
S02
FIRST FLOOR FRAMING PLAN
S02
ATTIC FRAMING PLAN
S02
ROOF FRAMING PLAN
S03
DETAILS
Projea Adrese
96 S Shore, Varmuth
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LOURIVAL
Description:
PERMIT SET FOR
CONSTRUCTION
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ENVIRONMENT SCHEDULE AREA
FIRST FLOOR
675.77 ft'
GENERAL NOTES:
1. Do Not scale drawings. Recheck measurements and dimensions before starting
installation. Contractor shall notify the Architect in writing of discrepancies found
on the drawings or in the specifications.
2. Electrical, Mechanical, Plumbing and Fire Protection layouts are to be
provided by the Contractor responsible for the work. All work to be done in
accordance with the most current State Building Code and all other applicable
Codes.
3. The Architect shall only perform Construction Control as defined by the State
Building Code. The Architect shall Not have control over, be in charge of, nor be
responsible for; construction means, methods, techniques, sequences,
procedures, safety precautions and programs in connection with the Work, since
these are solely the Contractors responsibility. The Architect shall not have
control over or be in charge of the acts or omissions of the Contractor, Sub-
contractors, or their agents, employees, or of any other persons performing
portions of the Work.
4. All work performed under and in connection with these Contract Documents
shall be in strict compliance with the latest O.S.H.A. safety and health standards.
5. Building and construction terminology in these documents may very in
definition from other industries and uses. Refer to the currant Building Code
Definition Sections, first, and if still unclear, consult with the Architect.
6. Inspect material immediately upon delivery and again prior to installation.
Reject damaged and defective hems. During handling and installation, clean and
protect construction in progress and adjoining materials in place. Apply protective
coatings where required to ensure protection from damage or deterioration at
substantial completion.
Clean and maintain completed construction as often as necessary through the
construction period. Adjust and lubricate operable components to ensure
operability without damaging effects. Supervise operations to ensure that no part
of the construction completed or in progress is subject to harmful or deleterious
exposure. The Installer of each component shall inspect the substrate and
conditions under which work is performed. Do not proceed until unsatisfactory
conditions have been corrected. Install each component during weather
conditions and project status that will ensure the best results. Isolate each part
from incompatable material as necessary to prevent deterioration. Coordinate
temporary enclosures with inspections and tests to minimize uncovering
completed construction for that purpose.
7. Comply with Manufacturers instructions and recommendations; to the extent
that they are more stringent than the requirements in the Contract Documents.
8. Visual Effects: Provide for uniform joint widths in exposed work.
Arrange joints to obtain the best effect.
9. Provide attachment and connection devices and methods necessary for
securing each construction element. Secure each construction element true to
line and level. Allow for expansion and building movement.
10. Mounting Heights: Where mounting heights are not indicated, install
components at standard heights for the application indicated.
11. Reproduction of these construction documents without the written consent of
the Architect is strictly prohibited. The Architect shall be compensated for the use
of these construction documents for the purpose of generating any other
documents including, but not limited to, shop drawings, engineering drawings and
reality advertisements.
12. The Contractor shall confirm with the Owner in writing, prior to construction, all
building component options including; colors, shapes, models, styles, textures,
and any other options that effect appearance or performance. A copy of such
written conformation shall be provided to the Architect.
13. Once weather tight, Maintain the building in a weather tight condition
throughout construction. Repair all damage caused by construction operations.
Take Precautions Necessary to protect the Building, the Occupants, and the
Occupant's belongings during the construction.
FINISH CARPENTRY:
1. All materials and operations shall meet the requirements of the latest revision
of the standard specifications of the following: The Architectural Woodwork
Institute (AN), American Plywood Association (APA),Nalional Forest Products
Association (NFPA), Southern Pine Inspection Bureau (SPIB), American Wood
Preserves Bureau (AWPB) and the Hardwood Plywood Manufacturers
Association (HPMA).
2. Grading of lumber of the various species shall conform to the requirements of
ASTM D 2555 and ASTM D 245.
SMOKE, HEAT & CO2 DETECTORS
1. Any smoke, heat & carbon monoxide detection system with 12 or less units shall be
hardwired & interconnected with battery backup.
2. Any smoke, heat & carbon monoxide detection system with more than 13 units shall be a
interconnected low -voltage system with battery backup.
3. Smoke alarms must be photoelectric and are required as follows:
-One smoke alarm on every habitable level of the residence.
- One smoke alarm at the base of each stairway.
- One smoke alarm outside of each separate sleeping area.
- One smoke alarm inside every sleeping area.
- A minimum of one smoke alarm must be installed for every 1,200 square
feet of living space per level.
ALLOWANCES:
All items customary with completing this project, but that are not specified on these construction
documents shall be treated as allowances unless otherwise agreed upon. The contractor shall place a
reasonable time and material value on the installation of the following items:
1. Finish Flooring: 2. Light Fixtures:
3. Plumbing Fixtures: 4. Alarm System & Door Bell:
5. Cable & Phone Systems: 6. Interior Built -Ins & Mouldings:
7. Cabinets & Coutertops: 8. Appliances:
9. Paint & Wallpaper: 10. Walkways & Driveways:
11. Plantings & Landscaping: 12: Other (specify):
FLOOR CONSTRUCTION
1. Joists:As noted on framing plan. Galvanized joist and beam hangers for flush framing. Bridging or
4. Carbon monoxide alarms are required as follows: solid blocking rows between joists every 6 ft.(maximum). (Refer to Table R602,3(1)Fastener Schedule
- On every level of the residence, including basements and habitable portions for Structural Members) Joists and hangers designed by others.
of attics. 2. Decking: 3/4" T&G CDX plywood or "Advantek" decking glued and nailed to framing. Use 1/2"
- Must be located within 10 feel of each bedroom door. underlaymenl board under thin -set Tile and VCT. Glue and nail untlerlaymenl to subfloor.
- Location shall be within 10 feet of all fossil fuel burning equipment (gas 3. Insulate: Floors above unconditioned space to min R-30 using closed cell spray foam.
water heaters, oil or gas furnaces, wood or gas fireplaces, wood pellet stoves, 4. Finish flooring: As per plan or Owner's selection.
gas clothes dryers, or gas cooking stoves).
5. Combination Smoke/CO alarms permitted when listed accordingly with
NFPA 270.
6. Heal Alarms shall be located in each bay of garages, and other areas where there are
normally high levels of fumes, smoke or dust. Install heal alarms as close to the center of the
ceiling as possible. If this is not practical, mount no closer than 4 inches from a wall or comer
PEST PROOFING NOTES:
1. All Mechanical, Electrical, Plumbing, and Fire Protection systems shall be protected
against interruption of service through damage caused by rodents, insects, or any other
pests, by installing solid sheet metal collars at least 0.024 inch thick at the top of each pier or
pile and around each pipe, cable, conduit, wire or other item which provides a continuous
pathway from the ground to the floor; or by encasing the pipes, cables, conduits or wires in an
enclosure constructed in accordance w/ 780CMR Section 1`101.6.1.1.
2. Exterior openings into the attic space shall be protected to prevent the entry of birds,
squirrels, rodents, snakes & other similar creatures. Openings for ventilation having a least
dimension of 1/16" minimum and 1/4" max. shall be permitted. Openings for ventilation
having a least dimension larger than 1/4" shall be provided with corrosion -resistant wire cloth
screening, hardware cloth, perforated vinyl or similar material with openings having a least
dimension of 1/16" min. and 1/4" max. Where combustion air is obtained from an attic area, it
shall be in accordance with Chapter 7 of the International Mechanical Code.
3. Foundation wall ventilator openings shall be covered for their height and width with
perforated sheet metal plates no less than 0.070 inch thick, expanded sheet metal plates not
less than 0.047 inch thick, cast iron grills or grating, extruded aluminum load -bearing vents or
with hardware cloth of 0.035 inch wire or heavier. The openings therein shall not exceed
11...
4. Annular spaces around pipes, electric cables, conduits, or other openings in the walls shall
be protected against the passage of rodents by closing such openings with cement mortar,
concrete masonry or non -corrosive metal
5. Doors on which metal protection has been applied shall be hinged so as to be free
swinging. When closed, the max. clearance between any door, doorjambs and sills shall not
be greater than 3/8".
INTERIOR FINISHES:
1. Interior finishes to be determined by the owner unless otherwise noted.
WALL CONSTRUCTION
1. Studs: No.2 2x6 KID spruce (SPF) studs @ 16" on center for all exterior wall construction. Interior
partitions to be framed with 2x4 studs @ 16" on center, except where indicated, - Refer to Table
R602,3(2) Fastener Schedule for Structural Members.
2. Top Plates: Cap walls with double top plate overlapped at comers and intersection with bearing
partitions.
3. Sheathing: Install 1/2" exterior grade COX plywood sheathing, nailed according to requirements of
Table R602,3(2) Fastener Schedule for Structural Members. Apply building wrap (" Typar' or "Tyvek') on
all exterior wall. Tape seams and apply double coverage at all corners. Alternatively, use "zip wall"
sheathing and joint tape system.
4. Siding:
siding per Owner's selection.
5. Trimboards, casing, and soffits: Per Owner's selection.
6. Thermal barrier: Insulate exterior walls with closed cell spray foam to min. R-21. Insulate interior walls
around bathrooms, and all unheated spaces with fiberglass acoustical batts. Insulate all box headers and
corner stud framing.
7. Finish: Install 1/2" Blueboard & plaster, prep, primed and painted with 2 finish coats (Colors selected by
Owner).
ROOF CONSTRUCTION:
1. Framing: See roof framing plans.
2. Ties: Install hurricane lies on each truss and rafter tall and each ridge seal with min. 365# uplift capacity
(Simpson' 18 ga. H2.5 hurricane ties, or equal)
3. Sheathing: " exterior grade plywood sheathing nailed per Table R602,3(1) Fastener Schedule for
Structural Members. Nail edges at 6" o.c. along gable ends. Alternatively use zip roof sheathing and joint
tape system.
4. Roof Shingles: Install lifetime "Architectural" asphalt, 3 tab roof shingles over 30# felt paper. Verify
manufacture's warranty -color to match existing roof.
5. Ice & Water Shield in valleys, over lower T-0" of roof edge over all slops with a pitch of less than 4 in 12
and minimum 12" up face of cheek wall.
6. Trim: Per Owner's selection.
7. Soffits and Porch ceiling: Composite trim boards, panels or beadboard per Owner's selection. Soffits and
Porch ceiling: Composite trim boards, panels or beadboard per Owner's selection.
Projea Adress
96 S Shore, Yarmouth
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LODRNA
PERMIT SET FOR
CONSTRUCTION
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2. All finishes, appliances, electrical & plumbing fixtures, etc. to be installed by the contractor
8. Insulation: Insulate roof to min R-49 using closed cell spray foam insulation.
after owner selection or as otherwise may have been agreed.
9. Finish: Install 1x3 strapping Q 16" on center and 4 mill poly vapor barrier. Install " Blueboard & veneer
plaster. Prep and prime. Apply 2 finish coats. (Colors selected by Owner)
3. Unless Otherwise Noted, all blueboard & plaster areas shall be finished in accordance to
ASTM
C840: Level finish.
LEGEND
JOINT SEALERS:
O SNOSMOKE AALARM ho
LARM
1. Provide all labor, materials and equipment necessary to complete all of the following
including,
O DEECTORMONOXIDE
but not limited to Sealant around the perimeter of windows, doors, louvers and all openings in
exterior walls, under exterior thresholds and sills, exterior and interior trim.
0 MECHANICAL VENT
2. Exterior sealant shall be one part acrylic, "Mono" by Tremco® or equal. Interior sealant shall
® FLOOR DRAIN (F.D.)
HOME
be acrylic -latex type sealant.
RENOVATION
GENERALNOTES
A2
STRUCTURAL LOADING INFORMATION CDDES REFERENCED
BASIC WIND SPEED (3 SECOND GUST SPEED)125 MPH NINTH EDITION 780 CMR-51.0
(CATEGORY II) MASSACHUSETTS RESIDENTIAL CODE
GROUND SNOW LOAD 50 PSF AMENDMENT TO THE 2015 INTERNATIONAL RESIDENTIAL CODE
ROOF DEAD LOAD 15 PSF (IRC)
ATTIC LOAD (UNHABITATED SPACE -STORAGE ONLY) 20 PSF
1ST FLOOR 40 PSF
2ND FLOOR 30 PSF
FLOOR DEAD LOAD 10 PSF
GENERAL NOTES
1.THE CONRACTOR/OWNER SHALL INFORM THE ENGINEER OF ALL DISCREPANCIES BETWEEN
DRAWINGS OF DIFFERENT TRADES, PRIOR TO INITIATION OF ANY WORK.
2.THE DESIGN IS IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)
3.THE CONTRATOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRUCTURES, PROPERTY AND THE PUBLIC.
4.WORK NOT INDICATED ON A PART OF THE DRAWINGS, BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT
CORRESPONDING LOCATIONS, SHALL BE INCLUDED.
5.CONTRACTOR OR OWNER SHALL BE RESPONSIBLE FOR THE COMPLIANCE OF ALL APPLICABLE STANDARDS,
SPECIFICATIONS, MANUALS, CODES OR MANUFACTURE'S INSTRUCTIONS ASSOCIATED WITH HARDWARE, MATERIAL
AND ASSEMBLY OF THE FRAMING AND FINISHING COMPONENTS. BEFORE UNDERTAKING SUCH WORK, CONCTRACTOR
OR OWNER SHALLCAREFULLY STUDY AND COMPARE DRAWINGS AND THE SPECIFICATION PACKAGE PREPARED
FOR THIS PROJECT AND CHECK TO VERIFY PERTINENT FIGURES THEREIN ARE CONSISTENT WITH ALL APPLICABLE FIELD
MEASUREMENTS. CONTRACTOR OR OWNER SHALL PROMPTLY NOTIFY IN WRITING TO ENGINEER OF RECORD ANY CONFLICT,
ERROR , AMBIGUITY OR DISCREPENCY WHICH CONTRACTOR OR OWNER MAY DISCOVER AND SHALL OBTAIN A
WRITTEN INTERPRETATION OR CLARIFICATION FROM CJ ASSOCIATES, TO ON THAT SUBJECT BEFORE PROCEEDING WITH WORK
AFFECTED THEREBY.
6. ALL DIMENSIONS SHOWN ARE TO BE VERIFIED IN THE FIELD PRIOR TO START OF CONSTRUCTION.
7. IF CONDITIONS ARE MET THAT VARY FROM THE DRAWINGS, THE CONTRACTOR OR OWNER SHALL MAKE NON-STRUCTURAL
CHANGES IN THE FIELD AS REQUIRED IN CONFORMANCE WITH THE LATEST VERSION OF THE MASSACHUSETTS STATE BUILDING
BUILDING CODE FOR ONE AND TWO FAMILY DWELLING. IF STRUCTURAL CONDITIONS CONFLICT WITH DETAILS SHOWN ON THE
THE DRAWINGS, THE CONTRACTOR OR OWNER SHALL BRING THIS TO THE ATTENTION OF THE DESIGNER OR ENGINEER OF RECORD
PRIOR TO WORK PROCEEDING ON THE AFFECTED STRUCTURAL ELEMENT(S).
S. THE MEASUREMENTS SHOWN ON THE PLANS ARE ONLY A REPRESENTATION OF THE FIELD MEASUREMENT TAKEN BY THE ENGINEER.
CONTRACTOR IS RESPONSIBLE TO CONFIRM THESE MEASUREMENTS, AND IF THERE IS DISCREPANCY IT SHOULD BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER/OWNER.
1. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY SUPPORTING FLOOR/WALLS AS REQUIRED DURING THE CONSTRUCTION.
THE PLAN ONLY DEPICT THE FINAL CONDITION OF THE STRUCTURAL MEMBERS INSTALLED AS PART OF THE STRUCTURAL MODIFICATION.
FOUNDATION NOTES:
1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH FLOOR PLAN PRIOR
TO CONSTRUCTION AND NOTIFY "CJ ASSOCIATES LLC"OF ANY DISCREPANCIES.
2. GENERAL CONTRACTOR TO PROVIDE WATERPROOFING AS REQUIRED TO MEET ALL
APPLICABLE BUILDING CODES.
3. CONCRETE SLAB ON GRADE SLAB TO BE MIN 4"(3000 PSI MIN) PER RESIDENTIAL
BUILDING CODE
4. PROVIDE 6"CRUSHED STONES, VAPOR BARRIERS AT ALL CONCRETE SLABS.
5. GENERAL CONTRACTOR TO PROVIDE ADEQUATE DRAINAGE BASED ON EXISTING SITE
CONDITIONS. G.0 TO VERIFY WITH LOCAL CODES
6. ALL CONCRETE SHALL HAVE 28 DAYS DESIGN STRENGTH OF 3500 PSI MIN,3/4" AGGREGATE
DESIGNED PER AMERICAN CONCRETE INSTITUTE CODE, LATEST ISSUE, MAXIMUM SLUM = 4",
7. ALL FOOTING TO REST ON UNDISTURBED SOIL AT MIN. DEPTH OF 4 FEET. SOIL BEARING
ASSUMED TO BE 3000 PSF.
8. MAXIMUM DISTANCE BETWEEN HOLD-DOWNS IS 16-0"
9. MINIMUM BOLT DIAMETER IS 5/8"DIA AND MUST EXTEND 7"INTO THE FOUNDATION.
10. USE 5/8"DIA x12"LONG GALVANIZED ANCHOR BOLTS WITH 3" WASHERS
11. ALL SILL PLATES SHALL BE PRESSURE TREATED.
12. CONTRACTOR TO VERIFY WINDOW LOCATIONS AND SIZES WITH MANUFACTURE
BEFORE CONCRETE POUR.
13. ALL WALLS LONGER THAN 25FT SHALL HAVE VERTICAL CONTROL JOINT WITH
WATERSTOPPING BETWEEN WALL JOINT.
14. CONTRACTOR TO VERIFY LOCATIONS OF MECHANICAL STUB OUTS, FOR ALL TRADES
AND SERVICES.
15. STEEL REINFORCING SHALL BE 60,000 PSI DEFORMED BAR.
16. ALL WALLS TO HAVE A MIN. 2-#4 TOP HORIZONTAL, 2" CLEAR, TO PREVENT SHRINKAGE
Proj- Adress
N S Shore, Yarmouth
clients /Owner
LOURIVAL
WOOD NOTES:
PERMIT SET FOR
CONSTRUCTION
1. ALL STRUCTURAL LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE
AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND
SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION".
2. ALL SAWN LUMBER FLOOR AND ROOF FRAMING SHALL BE SPRUCE: PINE -FIR NO. 1(KD-19) 19% MAX.
MOISTURE CONTENT Fb=875 PSI, Fv 70 PSI, Fc -1200 PSI, FcL-425, Ft=425 PSI AND E-1,200,000
PSI OR APPROVED EQUAL.
3. DO NOT CUT, NOTCH OR DRILL HOLES IN MICRO LAM (LVL) OR PARALLEL LAM (PSL)
BEAMS AND GIRDERS EXCEPT AS APPROVED BY E.O.R OR BASED ON MANUFACTURES
RECOMMENDATIONS
4. STUDS SHALL BE "DOUBLED" UP ADJACENT TO OPENINGS, TYPICAL UNLESS NOTED
OTHERWISE.
5. JOISTS SHALL BE "DOUBLED" UP UNDER NON -BEARING STUD WALLS, TYPICAL.
6. HEADERS OVER OPENINGS SHALL BE MIN.3-2x6 LUMBER OR AS SHOWN ON DETAILS.
7. ALL SILLS SHALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN PINE NO. 2 OR BETTER.
8. ALL FLUSH CONNECTIONS SHALL HAVE BEAM OR JOIST HANGERS.
Consunanr
9. FRAMING CONNECTORS FOR WOOD CONSTRUCTION SHALL BE OF SIZE, TYPE AND
MATERIAL TO MEET ICBO APPROVAL FOR INDICATED DESIGN LOADS AS MANUFACTURED BY
SI MPSON OR APPROVED EQUAL. PROVIDE HURRICANE ANCHORS AT ALL EAVE CONDITIONS WITH
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A MINIMUM 500 LB UPLIFT CAPACITY UNLESS OTHERWISE NOTED.
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10. MINIMUM NAILING SHALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE
BUILDING CODE, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED ON DRAWINGS.
11. ALL PLYWOOD SHALL HAVE STAGGERED JOINTS AND ALL NAILS SHALL BE THREADED
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AND SHALL BE BLOCKED SOLID AT EDGES.
12. PROVIDE FULL DEPTHWOOD BLOCKING AT ALL JOIST MIDSPAN WHERE SPANS EXCEED 8'-O" AND
AND AT 8'-0" O.CMAX SPACING FOR SPANS EXCEEDING 16-0".
13. NOT ALL WOOD MEMBERS ARE SHOWN ON THE STRUCTURAL DRAWINGS. GC SHALL
COORDINATE ALL DRAWINGS TO DETERMINE THE GEOMETRY REQUIRED AND SIZE ALL
MISCELLANEOUS PIECES AS NECESSARY TO COMPLETE THE JOB.
14. FLOOR SUBFLOOR SHALL BE 34" C-D INT-STRUCTURAL 1 PLYWOOD TONGUE AND GROOVE NAILED TO
FLOOR CONSTRUCTION IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.(BLOCK ALL
EDGES).
15. ALL ENGINEERED BEAMS SHALL BE VERSA LAM 2.0E 3100 OR EQUIVALENT & COLUMNS TO BE VERSA
LAM 1.7
FLOOR CONSTRUCTION IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.(BLOCK ALL
EDGES).
16. ALL DIMENSION LUMBER EXPOSED TO EXTERIOR ELEMENTS SHALL BE PRESSURE TREATED (P.T) WOOD.
ROOF FRAMING NOTES:
1. 30 YEAR ASPHALT SHINGLES ON #30 BUILDING PAPER AT ALL NEW ROOF,
BLEND TO EXISTING.
2. ALL ROOF SHEATHING SHALL BE 5/8" TONGUE AND GROOVE COX PLYWOOD
3. 3'-0"WIDE ICE AND WATER SHIELD AT ALL ROOF/WALL JUNCTIONS.
4. GENERAL CONTRACTOR TO PROVIDE FLASHING PER MANUFACTURES INSTALLATION
REQUIREMENTS AT ALL ROOF/WALL JUNCTIONS.
5. CONTINUOUS ROOF VENT TYPICAL.
6. ALUMINUM DRIP EDGE.
7. ALUMINUM GUTTERS AND DOWNSPOUTS.
8. ix8 FASCIA & SOFFIT WITH 2"CONTINUOUS VENT 2xSUB-FASCIA. ix2 TRIM
9. USE SIMPSON HURRICANE CLIPS AS REQUIRED BY STATE BUILDING CODE/IRC.
10. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING
TO AVOID EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENT IN PLACE DURING
CONSTRUCTION
11. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING ARE APPLIED
DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR
EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE
OF RAIN AND/OR SNOW.
12. VENTILATION OPENING SHALL HAVE A LEAST DIMENSION OF 1/16" MINIMUM AND 1/4"SHALL
BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR
SIMILAR MATERIAL WITH OPENING HAVING A LEAST DIMENSION OF 1/16" MINIMUM AND 1/4"
MAXIMUM.
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STRUCTURAL NOTES
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FIRST FLOOR PI -AN
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Projea Actress
96S Shore, Yarmouth
Cliante / Owner
LODRNAL
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RENOVATION
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Pmj- Adress
96S Shore, Y--- tl,
Clients / Owner
LODRNAL
PERMIT SET FOR
CONSTRUCTION
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RENOVATION
FRONT AND RIGHT ELEVATION
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N FOUNDATION
1 REAR ELEVATION
SCALE 11, = 1'-1.
�TOP OF ROOF
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ALUMINUM FASCIA
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_ 0..
2 LEFT ELEVATION
SCALE 3/S" = 1'-0"
Pmj- Actress
sE S snores v —th
clients / Owner
LODRIVAL
PERMIT SET FOR
CONSTRUCTION
INNOVA
noun
HOME
RENOVATION
REAR AND LEFT ELEVATION
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INSULATION NOTES - Section 1
1. PRESCRIPTIVE CONFORMANCE TO IECC SECTION 402 SELECTED FOR COMPLIANCE WITH IRC CHAPTER 11 N1101.2
2. MINIMUM WINDOW PERFORMANCE: U-0.30 OR BETTER
3. MINIMUM SKYLIGHT PERFORMANCE: U-0.55 OR BETTER
4. ROOF AND CEILING INSULATION: PERFORMANCE R-49 OR BETTER. EXTEND FULL DEPTH INSULATION TO EXTERIOR WALL
SHEATHING TO ELIMINATE COLD CORNERS AND PREVENT ICE DAM FORMATIONS
5. WOOD FRAME EXTERIOR WALLS: HIGH PERFORMANCE R-21 WALL INSULATION IN 2.6 WD STUD WALLS OR FLASH AND
BATT WITH SPRAY FOAM AND FIBERGLAS ATT INSULATION TO MEETMINIMUM REQUIREMENT IN TABLE 402.1.1
6. MASS WALLS: R-17 MINIMUM PERFORMANCE IF INSTALLED INSIDE OF WALL CENTERLINE, R-13 MINIMUM IF INSTALLED
ON THE OUTSIDE AS MEASURED FROM THE WALL CENTERLINE
7. FLOOR INSULATION: R-30 INSULATION BETWEEN JOISTS. INSULATION MUST BE INSTALLED FOR PERMANENT DIRECT
CONTACT BETWEEN SUB -FLOOR AND INSULATION. INSTALLATIONS THAT ALLOW FUTURE SAGGING OF INSULATION AWAY
FROM FLOOR DECK NOT PERMITTED
8. FOUNDATION AND SLAB INSULATION AT BASEMENT: R-30 INSULATION UNDER SLAB
we
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NG MEEGBLLEBOPBOBM/
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3 TYPICAL WALL SECTION
ENERGYCODE REQUIREMENTS (IECC 2021 EDITION)
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BYCOMPONENT (a)
CLIMATE
ZONE
FENESTRATION
U{ACTOR (b)
SKYU T")
U-FACTOR
GLAZED
FENESTRATION...
CEILING
R-VALUE
WOOD
FRAME WALL...
MASS
WALL...
FLOOR
R-VALUE
BASEMENT(c)
WALL R-VALUE
SLAB(d)
R-VALUE 5...
CRAWL
SPACE (e)...
5 B
0.30
0.55
NR
49
21 or 13+5(h)
13/17
30(g)
15119
10, 2ft
15/19
NR - Not Required; For SI: 1 foot = 304.8 mm.
a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity Mich is less than the label or design thickness of the insulation, the
installed R-value of the insulation shall not be less than the R-value specified in the table.
b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration
SHGC requirements in climate zones 1 through 3 where the SHGC for such skylights does not exceed 0.30.
c. "15/1 V means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of tie basement wall. "15/19" shall be pennited to be met with R-13
cavity insulation on the interior of the basement veil plus R-5 continuous insulation on the interior or exterior of the home. "10/13' means R-10 continuous insulation on the interior or exterior of
the home or R-13 cavity insulation at the interior of the basemen...
d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the foaling or 2 feet whichever is less in Climate Zones 1 through 3 for heated slabs.
e. There are no SHGC requirements in the Man- Zane.
f. Basement vall insulation is not required in mrm-humid locations as defined by Figure R301.1 and Table R301.1.
g. Or insulation suredent to fill the framing cavity, R-19 minimum.
h. The first value is cavity insulation, the second value is continuous insulation, se '13-5" means R-13 cavity insulation plus R-5 continuous insulation.
I. The second R-value applies when more than hat the insulation is on the interior of the mass vrall.
Project Actress
as S shore, Yerhhho th
cliente / Owner
LOIIRIVAL
PERMIT SET FOR
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RENOVATION
SECTIONS
A08 I
Pmje ANress
REFERENCE
ABBREVIATION
ACBP. ACOU8TC CEILING PANEL
ALL. ALUMINUM
AN. ANCHOR BOLT
OXIMATELY
ANCLA CHITECTURAL
AXG
EPHALLINAGRAVEL
LEA. GEAM
LED IEI PAN
G_ LOOKING
B W BOTH WAYS
G.K. RICK
SE RITE OLD CEILING
CLO
R LINE
RAAMID TILE COVE
CERM MIC TILE
CEMENTFIBERBOARD
cHAN LINK FENCE
OR CHAR RAIL
UT
ELAPAR(ANCE)
INI GOAL IT-'
MT
,,M,,U. CONCRETE MASONRY
CONSTRUCTION
CoNT CONTINUOUS
,KT
NRRIIOR GUARD
CTSK
CIA COUNTERSUNK
GHEAP
YLIGER
OlL CEILING HEIGHT
DEPT DEPART
'!A AM GIAGONgION
DIM DIMENSION
B A DOUBLE ACTING
D.W. DRYWALL
ELECTRIC
CTRIC WATER
ELEVATOR,ELEVATION
ENATION
NGINEER(INOT LOSURE
EO?ENTRANCE
EGUALL
QUIP EQUIPMENT
EXIST
I.A. EXPANSION BOLT
EXTER EXTERIOR
I TO F. FACE To FACE
FT EEFOO
F.WFFIETDWELT
D
EN. FINISH
F.E C. FIRE EXTINGUISHER
CABI
C. FIRED ING CABINET
FLR FLOOR
a .IRAFOFLCOI
FLUOR
ooLUORESCENT
FIT FIRE RETARDANT TREATED
FGN FOUNDATION
F' FULL HEIGHT
FBI. LINK FJ.IGLE LINK
GA. GPXIF OR GAUGE
GAILV GALVANIZED
G,C..G.EMERAL CONTRACTOR
GYP. AD GYPSUM WALLBOARD
Np(U ALLBCARD
HIT ME IGM
OFIZ IT R�ZOMNTRL
HISHOGE BIBB HLWH HOT
u NCHEAaG CELRG
If71S
K KIP
LA
BEL
LG LENGTH LONG
LT L LINTEL
LVR
M. RBLE
MAS. MASONRY
RM ATE AT
ANICAL
MrL MIN. MINIMUM
`
MISC. MISCENEOUSMTO ING
NOM OMINAL
N.I.C. NOT T N COT TO CNATLRACT
N NUMBER
NO NIRIE CALL
OFF OFFICE
O.C. ON CENTER
OR' OPENING
OFF. PPTE
OZ. OUNCE
1.1. OUTSIDE DIAMETER
. , OUTSIDE FACE
O.A. OVERALL
OFCI ER FURNISHED CONTRACTOR
INSTALLED
PAINTEDC TUBE SYSTEM
PARTIALPT PNL. PAN
PIH HEIGHT
ARTICLE FILLS
PLA,PARRTTTION
nc
asTAsawGAMRATE
LB.
PCUNGSTSOUARE INCH
PRCNP. PROPERTY
RYTI EARE F.
T PROPOSED
I.T. ILAROTC -LARRY TILE COVE
PRO RECEPTICTE i ELECTRICAL
ETPH
PER REFERENCE
FEINT cEHNG)
OEM REMOVE
R.RFVISI
F. RIGID FRAME
ROA° BRAIN
OF WATER LEADER
SECTSECN
SERVICE SINK
SKI STAINLESS STEEL
E TV SHEET VINYL
S.C. SOLID CORE
STIL STEEL
TRICAL
THIDTHRESHOLD
TOIL.TOILET
T. TREAD
TYP. TYPICAL
UCUNDERCUT
UNF UNFINISHED
U.N.0 UNLESS NOTED OTHERVVISE
V P VENT PIPE
NYL
.S. VINYL BASE STRAIGHT
VINVLALPCCWPOOR
WSCT WAINSCOT
WT LPG Er CLGBE
WWW
N VARE FABRIC
W WIRE GLASS
:M. WIRE MEH
WWITH
/O WITHOUT
WC
WOOD
WE. WOOD BASE
W.P. WORKING POINT
W P WATER PROOF
CODES & STANDARDS
INTERNATIONAL BUILDING CODE 2015 WITH MA.AMENDMENTS
bNOY
IBO zoos
Al MERICANs WITH DIBABLITIES ACT (ADAI
EIe 61R.1 AMENDMENT.
EN
INTERNATIONAL FUUMBIN. CODE -2015 WITH MA
mb
STATE FIRE CODE SAF C woo WITH MA AMENDMENTS
m 1 COATI
GUIDELINES FOR DESIGN AND CONSTRUCTION OF
REASIDENDIAL PROTECTS-2015 WITH MA. A
n CODES & STANDARDS
FOUNDATION NOTES
TREN.T DESIGN NAGGA.EWT
°BUILGINGG CODEFREQUIREM NTT. FOR REINFOORCEDNCOGRETAECI3 B
WEIGHTCDNCRET, CONCRETE BETA ST PATIOS DRIVIEWAVs WNLLSAND
TEST,FOUNDATIONS SHALL BE CONSTRUCTED OF A MINIMUM 3— PS,
CONCRETE
WITH A E° MINIMUM TO 6" MAXIMUM SLUMP MAXIMUM`TRVNED"5_B% NO
TO
CONCRETE AFTER SLUMP TEST ISITIONAL ADDEDWATER SHALL BE RECORDED. CYLINDERS SPLLLBE TAKEN
FROM EVERY BATCH TRUCK AND TESTED FOR COMPRESSIVE STRENGTH AT
AND 21 -11 CONCRETE SHOULD BE A MI%OF HIGH GRADE PORTLAND
CEMENT N SNU OR GR.LLAR FILL AND WASHED GRAVEL OR
STONECRUSHED
R ADI 530. MAXIMUM AGGREGATE
SIZE SHALL ALL AGGREGATES SHALL CONFORM TO ASTM OUR.
GRAVEL SHOULD BE WELL 1R11E1 AND NIT EXCEED I 2INSIZE. UN LESS DI.
VERY DRYGDONCREETE GHA_LNTEI MIXED USING AN APPROVED BATCH
MACHINE Mo IL MIXER U L UNIFORM IN COLOR AND PROVIDING A 4
MINIMUM TO T MAXIMUM SLUMP
EL (REBAR) SHALL BIT GE MINIMUM
ASTM Al" RAGE 4 AL RE "MINIMUMF#7 BARS 35 MINIMUMSALL REBAR
(REINFORCING STEEL) SHALL BE LOCATED 3° CLEAR FROM BOTTOM ND
SDE
REINFORCING STEEL)oaFRONT' NR(.C) ALLL REINFFORCEMENT
SPLICES SHALL BE IN ACCOCE WITH ACI 318 FOR STRENGTH
FHG,CL�SNP_GTFG AND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND
WELIE1 "RE IHEI LIED L SON AN TO
ASTM A AND BE "�rED IN m E C NBER OE FAR I ITHEE DEPTH. INS ALL AT
G ON GRADE CONDITIONS.
AXCMOR SOCF111TS CASTHPUCE ANCHOR BOLTS SHALL CONFORM TO
SAMING 5 WILL BE 1rz6IONCH DIAMETER, 12 INCHES LONG, SPACED AT 5
MAXI ES
AN 12INHES MAXIMUM FROM CORNERS AND ENDS.
OR BAE ESS ON EXISTING CONCRETE, ADHESIVE ANCHORS
FRALL
BUSED.
TESTEDVIRGIN 801L WITH MINIMUM SOIL BEARING ALL �XL�LFLEESOT F02N5oUoN DISTUR B E D
W PER
AS
LSFTO8 PERCENT DENSITIFFFILLL IS FEOuiRED _COMPACTED
NOG ATN
20-I WIFD.T LINE AND
DE, (CHEILETEALL BE A MIPH
CK VMPTH FOCAL BUILDING OFFICIALS FORMN. OF 17WFROS $LINE LEVEL)
(R NSFOR NG STEEL) CONITINUOUSTHRO GVHHWT`PG`S. PNROVIDE IS
REB
(REINFORCING STEEL) CORNER BARS ATALL CORNERS AND
OF
oTIINGS, (BEAMS AND WALLS. EACH SIDE SHOULD OVERLAP 24-, WITH A
11 DEGREE BEND. OOTNGS SHALL BEAR ON UNGISTURBED SOIL ND KRT
FARING WALLS AND
INTERFROM
OR OR EXTERIOR COLUMNDFOOTINGS THICKEN CLADS WITHIN A 1'
RADIUS TO I2-THICK.
SUB FOUNDATIONS - CONCRETE FLOOR SI-ABS SHALL BE CONSTRUCTED
OF
PSI CONCRETE, A° THICK REINFORCED WITH 10 GAUGE 6" %6"
WFL
LL_CAR (REINFORCING R STFIEEL) AS
COMPACTEDEA IN INCHLIFTS T09LL
25P PERCENT DENSITY PER AASHTO
P6 MIL VAPOR BARRIER. CONSTRUCTION OR
CONT
rRoLJOINT SHALL BE PROVIDED IN STABS ON GRADE SO THAT THE
MAXIMUM AREA IEPNEEN JOINTS SHALL BE E00 SQ. 1. AND THE
LENGTH OF THAT N IS NOT MORE THN MICE THE WIDTH. PROIDE
SMOOTH EEL TROWEL FINISH FOR ALL INTERIOR SLAB PEAS AG
PROVIDE BROOM FINISH TEXTURE FOR ALL EXTERIOR SLABS.
SLOPE EXTERIOR PAT' OR PORCH S S AWAY FROM BUILD NO AT 114
PROVIDE POSITIVE DRAINAGE AND TAPER LIP AT GARAGBOVERIHEA.
DOOR
POU36ME8I CONCRETE WIRETE ITTH REBARE(REINFORCING`STEE�OTS'p%DTED OF
ON ER (OC) PLACED IN A VERTICAL GRID. THICKNESS OF WALLS
EXCEEDING . INCH EIR ON BE R.PR
WATERPROOFING SYSTEM AROUND THE EXTERIOR PERIMETER AND
INSTALL
IN
0 FOUNDATION NOTES:
THERMAL & MOISTURE:
THERMAL & MOISTURE CONT.:
xrewoR wausG-wiNniiou oFTa0zfN cnvnies TIRO MiulMUM EFF EBS
CONTINUOUS INSULABION.
INTERIOR WALI-S - INSTALL INSULATION AROUND BANA.,
LAUNDRY ROOMS AND OTHERWISE SPEOFIED FOR SOUND ATTENUATION.
UPPER FLOOR CEILINGS OR ROOFS- SHALL HAlE A TOTAL RlALAE NO
LESS THAN R49
-FOR CONCRETE SLAB FOuxOATIOR, PROVIDE Z°THICK x
HHIGH AND 24"WIDE X -HICK LEHAPED R-10 STYROFOAM FROST
BARRIER AROUND REQUIRED. SLOPE AWAY
FROM BUILDING AT1E PER OT. INSTALLL FROST WALL 48- BELOW FINISHED
GRADE, ALONG GARAGEOVERHEAD DOOR OPENING.
VALUE N LESPNEEN STHANRAWI ACE AND FIRST FLOOR SHALL HAVE AN
GUHL.N .. HALL BE G.D TROLLED AT OPEN G. IN THE EXTER OR
ENVELOPE AS PER -AB.A."ETT. ENERGY GO BEiN
LE PLATES ND STRUCTURAL FLOOR, F_NGUo1NTSN000OR
AROUND
LEPHONE AND GAP LINES IN
FLo CEILINGS, ATRMICITY UIMLLL IN CONDITIONED BASEMENTS
OR PENINGS IN EXTERIOR BUILDING
CTRIOOUTLFT PLATE GASKETS SHALL BE INSTALLED ON ALL
LE�S ITCH OR OTHER ELECTRICAL BO%ES ITV EXTERIOR AND
IRECEPTACLE
TF IGA WALLS. THE ENTIRE STRUCTURE SHALL BE WRAPPED WITH THE
PRIEROR EQUAL INFILTRATION BARRIER TO FORM ACONTINUOUS
WITH MINIMUM S' OVERLAPS AT JOINTS. TYVEK SHOULD COMPLETELY
SHEATHING
ALL COMPONENT PARTS OF THE STRUCTURE, STAPLED TO
AT30-06C ND
SEE FPACDTNSID OF DOOR AND WINDOW
FURTHER
INFOR—LION. FELTS°SHALL BE ORGANIC FIBER B—INSTRUCTIONSASE FORSATURATED WITH
BITUMEN WEIGHING 14-15 LEG. PER SQUARE. STRIPS OF FELT e. WADE
NOT RECOMMENDED. PROVIDE FOOF UNDERILAYKENTAS REQUIRED BY
SHINGLE MANUFACTURER
FLASHING AND SHEET METAL NSTALL 7 oPRIRIEF owNGRATALL
joiNTS OF CHIMNEYS GGRME�G WALLS VON T
CONNECTION POINTS TO PREVENT THE INFILT =AN
I OF WATER. FLASHING
S_ BE ASSEMBLED OF ZG GAUGE MINIMUM A_NZED,
CORROSION RESISTANT SHEET METAL. VALLEYS SHALL GE�TjEoD WITH
FROM CENTER IN ALL SE _ `H X 'S LONG
=IAZSEHDI HING BETWEEN WALL SIDING AND POOR SURFACES AND
NO BETWEEN MASONRY AND RDOF SURFACES KEEP
FLASHING CONCEALED EXCEPT WHERE EXPOSED ON VERTICAL
OR COUNTER FLASHING. PROVIDE ICE AND WATERSHIELD MR. GRA ECES
n THERMAL & MOISTURE PROTECTION NOTES
FINISH NOTES:
UNLESSGYPSUM WALLBIAND—PSUM BOARD MUST BE HELD FIRMLY
AGAINST THE FGAIING WHILE FASTENING TO AVOID LATER MOVEMENT
OF GYPSUM BOARD ON THE SHANK SCREW.
INTERIOR SHEATH WALLS AND CEILINGS WITH 1 HI" GYPSUM
WALLBOARD EITHER VERTICALLY WITH LONG EDGES PARALLEL TO
FRAMING
OR HORIZONTALLY WITH LONG EDGES AT RIGHT ANGLES TO FRAMING
AT LEAST 1IT. OTHERWISE INDICATED, ALL INTERIOR WALLS TO
BECOVEREDWI BLUE BOARD" WITH A VENEER PLASTER
SYSTEM WITH METAL CORNER REINFORCING.
ACROSS THE SU .. ITS AN. FASTER MTH SCREW. OFFSET NTS
MERN LAYEIS AT OLATHERWI3E G IICATAED, AL IINETERIOR WALLS TO
GEGOVEFEDWITHA1G' 'BLUE BOARD WITH A VENEER PLASTER
SYSTEM WITH METAL CORNER REINFORCING
HEATER. AND A. ARAGE3, AROUND GAS
REOU REED BY APPLICABLE BUILDING CODES,
INSTALL 5IS TYPE-% FIRE -RATED GYPSUM WALLBOARD.
WHIRLPOOLS OR A& REQU,RWIRY-AID
DD BV APPNLICABLR BUILDING WCODESUIN6TALL
Irz WAERRESISTANT DR—HLOREQUAL.
n FINISH NOTES
FRAMING NOTES: I 96SSh11, YSrwSwh
SPECIFICATION FOF 9TEUCTC AL STEEL BUI .RIGS" (AGG ALL GONE
BUILDINGS
(AISC), AND '111E OF STANDARD
WELD( GPRACTICERCODE -`(aW3 D1
1
). ST"RUCTTIUI
sT21----- 50)KSNOHOLLOW STRUCTURAL SECTIONE FLANGESTEEL BEAMS SHALL S
(HISS) SHALL CONFORM TO ASTM P00 GRADE B (FY= 46 KSU.
BRIDGING. INSTALL DOUBLE HEADER JOISTS & TRIMMERS ® ALL FL
OPENING L
INSTALL 1%13�STALL DOUBLE JOISTS UNDER ALL
BE INSTAL ED WITHSBOTH NNLSPANU PPR'VP
Ep5U0BFL001
HESIVE STAGGER JOINTS A MINIMUM 2 STUD SPACES FORATH
ACCESS, INSTALL NECEGSAFY PLYWOOD TO MEETAP'
BUILDING CODES. IN BATH ADD TOILET AREAS USE WKWAYSATEER RESISTP
PLYWOOD (UNDERLAYMENT C-C PLUGGED EXT. APA) OVER SUBFLC
WOODEXTERIORSTuos AT IIN IENTIa(oc); WITH DOUBLE aormm FIT
PLATES THROUGHOUT. PROVIDE SOLID BLOCKING AT
MIDHEIGHOP
FALLWALLS SEE PLANS FOR STUD SIZE.
ATHING - BETWEEN STUDS AND SHEATHING, Ix$TALL Or
MOISTURE BARRIER OVERLAPPED A MINIMUM OF S".
PROVIDE AND INSTALL EXTERIOR SHEATHING OFA MIN.'° RATED r
PANELS, NBNBOARD, GYPSUM BOARD OR RIGID FOAM BOARD. FO
PLYWCOD PANELS USE BID NA S SPACED S' APART ON THE EDGES
12 APART ON ROOFING NAILS HOR BUTT -SON CAPS SPACED 3 AP
ART ARTIAT EDGES NI
INTERIOR WALLS - ALL INTERIOR WALLS SMALL BE Z' X 4" WOOD STUDS AT
16 O.C. WITH SINGLE BOTTOM -ES AND DOUBLE Top PLATES
WHICH E%CPEED 9R0"IN HEIGHH.P OIDE SOLIDAAT ID-NE.HT OF BLOCKING FOR `WALLS
TEEING JOISTS: THE SIZE OF CEILING JOISTS ARE DETERMINED BY SPAN,
LOAD AND E KIND AND GRADE OF LUMBER. CHECK APPROPRIATE
SPANNINCEILING SG DOUBLE JOISTSFOR sTRCHARTSW IUCTURINGAL RIIGIDITYpT OPENINGS IN
ROSE FRAMING THE SIZE OF ARE DETERMINED BY SPAH,
AND HE KIND AND GRADE OFPERS LUMSBER. AT OPENINGS IN ROOF, DOUBLE LOAO
STRUCTURAL RIGIDITY. PROVIDE SIMPSON HRX HURRICANE
TIES AT EVERY P ERITOP PLATE CONNECTION. CONNECT OPPOSING
RA`TFGA TOGETHER WITH COLLAR TIES OR WITH STEEL STRAP TIES OVER
THE
RIDGE (SIMPSON LSTA21).
ARA RATED ANGm_.F CFFTTFHFD COX PT DID PAN L. OR ..
SHEATHING 'HALL BETHE RAFTERS ERTICAL JOINT& INSTALLEDSTAG'THGERED. MATHE CS SMALL BEI6D OR II
COMMON H, RIGSHANK OR SPIRAL THREAD NAILS SPACED M
RT INIDE.INALL WITH PLYWOOD-H'
APART
FI 6 BETWEEN EACH PIECE OOFADECKING, EVERY -INSTALL ONE -
OF MOISTURE BARRIER 3D# FELT, OVERLAPPED A MINIMUM OF 6".
BEGINS, POACHES BALCONIES - EXTERIOR GRADE LUMBER SHALL BE
USED FOR EXTERIOR DECKS PORCHES OR SALOCRIES. PRCVDFANG
THE STRU.TU RE EVERY ON Ea,d� AL'�No�I°s.T.TG
NSHALL 11 CONSTRUCTED 11 AS TO PREVENT PASSAGE OF A I SPHERE.
ATALIIATLON IOW ALLLOWF RPWPROF°RCUR U`-`FODM4RTE SIWLL 9EA
MOISTURE RESISTANT SPECIES. REDWOOD, CEDAR TREATED PINE, ETC. OR COMPOSITE
IATERIAL
ITRUCTIRAL LAM NAIED BEAMSSHALL HAVE A MODULUS OF L�INE;o°2 oAoeoF"IAJEDANL)
ALLOWABLE BENDING u`, G)0 1A0DPSI. LVL'SSHALL BE
INSTALLED
�PTIONs CONFORMETOMANUFACTURERSREcoMMENp IONS
WITH RESPECT TO INSTALLATION, CUTTING, NOTCHING, AND FASTENING OF
ENGINEERED LUMBER.
BYTHE
AL FASTENERS
ASTENE S, ALL IRST TE oaIRNO GIGOD MEMBER. SHALL BE ME..
MMOS.N GOAT
0 FRAMING NOTES'
PERMIT SET FOR
CONSTRUCTION
. INNOVA
INC. RD
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RENOVATION
CODE NARRATIVE
A3
t FOUNDATION PLAN EXISTING
2 FOUNDATION PLAN PROPOSED a�
ROOF RAFTER
COX PLYWOOD
FIBERGLASS ROOFING SHINGLES COLLAR
W/ -15 FELT / TIE
36'ICE AND WATER
SHEILD BARRIER NSULATION IN
BETWEEN CIELING JOIST:
VENTED FLASHING
DRIP
EDGE Si'BLUEBORRO W/
FINSIH COAT PLR
GUTTER
W/ ODAT
ALL CORNERS AT
CORNERS 2-2x6 W/'PLY HEADER
2x6 STUD WALL
CLEAR PINE FACIA
AND
SOFFIT Ys'BLUEBOARD W/
2-2x6 BILLFINSIH COAT PLASTER
TTVEK OR EQUAL 516-RI ULRTION
YL VON.
INSIDING VAPOR BARRIER 13 HILI
COX PLYW000 SOLE PLATE
SHEAT
SHEATHINGITTP.I SUBFLOORING
Am
5 TYPICAL WALL SECTION
SCALE NTS
Pmj- Actress
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Chi— /Owner
LOURIVAL
PROVIDE GALV. STEEL J" ANCHO PERMIT SET FOR
@48" O.0 FOR STUD WALL ATTA CONSTRUCTION
4" CONC. SLAB
2,. 2—#4 �R
FINAL GRADE Xa
Engineer stamp:
". �—III—III—III—III—III—III
VAPOR B
-
ConsugaM:
TO" STEM WALL
INNOVA
2—#4 REBAR
B RCN Roua
IN,
r a
REBAR
FOOTING W/
SHEAR KEY
SECTION �1
SCALE 1"=1'-0"
r-�
#4®16"O.0 I I �4" CONC. SLAB
I I
2—#4 REBAR
a. ql a 10" STEM WALL
2—#4 REBAR
A ofl
2 0
FOOTING W/
SHEAR KEY
SECTION ( 1
SCALE 1"=1'-0"
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FOUNDATION PLAN
S01
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Structural framing
Clients /Owner
OURNAL
Description.
PERMIT SET FOR
CONSTRUCTION
TYPICAL EXTERIOR BEARING WALL:
2r6 WOOD STUDS ®16b.0
EVERY STUD STAGGERED) scREwsAT tfi o Rc (�IiEwFo ioO
UOUBLE 2x6 WOOD TOP PLATE
2r6 BOTTOM PLATE (ON PT2x6 SILL AT FOUNDATION)
J'EXTERIOR GRADE PLYWOOD SHEATHING
Engineer stamp:
USE IUG2.SNr1.B9 HANGERS TO HANG I-- INTO LEDGER
'ZIP SYSTEM WITH TAPED SEAMS,
HBERGLASS GATT INSULATION, R=20 MINIMUM
VINYL SIDING SYSTEM
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RENOVATION
FRAMING PLAN
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3 ROOF FRAMING PLAN
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Total
ark
Type
Model
Dimension
Length
Level
30
Trus Joist-Weyerha
ser-TJI
TJI® Joists
31/2" X 11 7/S" BCI
90S 2.0E SERIES
20'-10'
First Floor
11
Trus Joist-Weyerha
ser-TJI
TJI® Joists
3.1 /2" X 11 7/S" BCI
90S 2.0E SERIES
12' -9"
First Floor
Structural framing tale
Total
ark
Type
Model
Dimension
Length
Level
30
Tms Joist-VYeyerha
ser-TJI
TJI®Joists
3-1Y2" X 11 7/8" BCI
905 2.0E SERIES
20' -10"
Altic
11
Tms Joist-Weyerha
ser-TJI
TJl®Joists
3-1Y2"X 117/8"BCI
90S 2.0E SERIES
12'-9"
Altic
Structural framing fade 3
Total
ark
Type
Model
Dimension
Length
Level
33
Dimension Lumber
2 S.P.F.
2 X 10
23' -2"
Roof
FRAMING AT GABLE ENDS /1
EXTERIOR WALL OPENINGS, HEADER
DETAILS WITH JACK STUDS /1
FLOOR FRAMING AT EXTERIOR WALL /1
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TYP. RAFTER/FLOOR TO PLATE CONNECTION /1
IILDING CORNER
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\�(2) 2X6
TOP PLATE
2X6@ 16" O.0
A97-.099
NAILS 2"
—@ 6" O.C.
�(TYP)
7116" OSB
SHEATHING
PANEL
2X6 BOTTOM
PLATE
SIMPSON
STRONGTIE
,/—LSTHD8
(2 PLACES)
�2X6 STUD
@ 1'-0 O.C.
CS-WSP-WOOD STRUCTURAL PANEL /1
—6—
7" 1
ANCHOR BOLT DETAIL n
TYPICAL NARROW WALL BRACING /1
ewe x.T.s
3L TOP PLATE
2 STUDS 0 16" O.C.
3/4- PLTN000 SUBM"
BTM PLATE
2. STUDS 0 16" O.C.
BTM PLATE
RIM JOIST
JOISTS
—SILL PLATE
EILL PLATE TO TOP PLATE
SEE NAIUNG SCHEDULE
SILL TO PLATE wlWOOD STRUCTURAL PANELS
Pmj- Adress
96S Snore, VarrnouM
Clients / Owner
LOORNAL
PERMIT SET FOR
CONSTRUCTION
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RENOVATION
DETAILS
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