HomeMy WebLinkAbout2022 Sign off Transmittal - Addition r ov'.Y. ,i. TOWN OF YARMOUTH
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c HEALTH DEPARTMENT
'ty� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 717 Willow Street
Proposed Improvement: Removing part of house built on slab and replacing with great room
addition
Applicant: McPhee Associates, Inc. Tel.No.: 508-385-2704
Address: PO Box 799, East Dennis,MA 02641 Date Filed: 8/12/22
**If you would like e-mail notification of sign off,please provide e-mail address: mcphee@mcpheeassociatesinc.com
Owner Name:
David&Theresa Pearson
Owner Address: 3440 Austin Court, Alexandria, VA 22301 Owner Tel. No.: 703-589-8466
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings, water line location,
and septic system location;
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note:Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY• ,� �q L� �,t,zst. DATE: / 1._PLEASE NOTE - j o
COMMENTS/CONDITIONS:
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PAt, 2022-06-2.4
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FRAMING
RAMI: REQUIREMENTS MENTS
_
STRUCT
URAL:
•
LALLY COLUMNS INSTA
LLED TIGHT TO BEAMS &PLATES CONNECTED
• POINT LOAD BEARING SOLID BLOCKED AND CONTINUOUS
• BASEMENT BEAM HAS SOLID BEARING AT POCKETS, NO WOOD SHIMS
• ALL HURRICANE CLIPS, TIE DOWNS HANGERS ETC. INSTALLED & NAILED
OFF COMPLETELY
• ALL JACKS SHALL BE TIGHT TO STRU.CTLT AL HEADERS, ANY FURRING
DOWN OF OPENING SHALL BE BETWEEN JACKS.
• JACKS SHALL NOT BEAR ON SILL COMPONENTS, THEY ARE TO RUN
CONTINUOUS FROM HEADER TO BOTTOM PLATE ;
• CRACKED OR SPLIT STRUCTURAL MEMBERS SHOULD NOT BE USED
• LVLS & PSLS IN PLACE PER STRUCTURAL PLANS, TIMBERLOCKED TOGETHER
• COLLAR TIES WHERE REQUIRED
• CONNECTIONS IN GENERAL ARE TIGHT & SECURE
• JOIST SPACED PER PLAN, BEARING AT ENDS
• ROOF SHEATHING BROKEN BACK FROM ROOF RIDGE VENT CLEARANCE -
SHEATHING TO MEET OVER RIDGE I FOOT FROM GABLE ENDS AND I FOOT
BACK FROM INTERSECTION OF RIDGE AT CHECK WALLS/OTHER ROOFS.
SHEATHING SHOULD MEET IF NO VENT.
GENERAL:
• BLOCKING
FIRE - AS REQUIRED BY CODE
- MID SPAN, ALL WALLS OVER 8 FT.
SHOWERS - 2X10 AROUND PERIMETER OF BASE
• ROUGH OPENINGS - CHECK FOR CORRECT SIZE, PLUMB AND WIND
• MEDICINE CABINETS IF RECESSED ARE THEY FRAMED?
• PLYWOOD BREAKS ON JOIST, STUD, OR RAFTERS (NO BLOCKING)
• FLOOR PLYWOOD GLUED AND NAILED & CHECKED FOR SOFT SPOTS &
SQUEAKS
• ALL WALLS - PLUMB, SQUARE, STRAIGHT AND DIMENSIONALLY CORRECT
• CABINET AND VANITY WALLS DOUBLE CHECKED FOR STRAIGHTNESS
• STRAPPING - NAILED OFF AND STRAIGHT
• NAILERS -ALL MISCELLANEOUSNAILERS FOR SHEET ROCK ARE IN PLACE
WALL LEGEND
LOW FOUNDATION WALL
'
10" x 4'-0" CONC. WALL
ON 20" X 10" FIG.
10" x 4'-0" CONC. WALL
O
10" SONO TUBE FILLED
(min. 48" below finished grade)
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ON
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PLATFOR
M TUB DIM
ENSIONS S ARE VER
IFIED
DCO
RRECT IF APPLICABLE '
STAIRS FINISH TREAD THICKNE SS/RISE /RUN / 'WID
TH /HEADROOM /
SPEC
IAL DE
TAILS
AILS VERIFIED RI D
CONFIRM h WALL ST
ABILITY
• PROVIDE 2X WIND BLOCKING IN RAFTER BAYS, TYPICAL t 28n '
-0
• SKY LIGHTS
GH S PADDED
FOR SHEET ROCK IF APPLICABLE
•
STUDS TWISTED OR LOOSE
(TOE NAILED) REPLACE AS NEEDED
• BOTH TOP - AND BOTTOM WALL PLATES TO BREAK ON STUD S 2
• DU
CT CHASES HEADED OFF
•
JOISTS SPACED FOR PLUMBING TOILET WASTE NEEDS 3 CLEAR
•
.BATH VAL
VE WALLS O HAVE 16 CLEAR BAY CE
NTERED FOR VALVE
O
• SCUTTLES IN PR
o -
OPER PLACE _
• HEADER HEIGHTS AND DROPPED CE
ILING HEIGHTS ARE VERIFIED CORRECT _
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• INTERIOR — _ —
O �- O PARTITIONS TIGHT TO STRAPPING — — — — — — � —
•
INTERIOR BE _ 4 �
BEARING PARTITIONS TOP PLATE TI ... .. . .. .. . . GHT TO JOISTS .:• ... .. —
• ALL HEADERS, JACK /STUD COMBOS &CORNERS SHALL BE NAILED . •: •
' I •; — — T —. — — — — — — — —
1 11 _
THROUGH BOTH ID _ e� SIDES � 1 -
5 1 6
T.O.F.1.7 ± t n
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• .ALL HEADERS TO BE NAILED THROUGH KING STUDS . �': _
1 2 1/8 " „,
80
• ( FROM
SILLS . , ) 10 x4 - � r - TO BE TOE NAILED TO JACKS AS WELL AS NAILED TO CRIPPLES 0 CONCRETE40 .. 1ST FLR ROUGH V.I.F.
• �-
ALL WALL .. �
PLATES SHALL BREAK ON STUD LAYOUT WALL M.
• EXTERIOR WALL BOTTOM PLATES TO BE SEALED TO DECK WITH I -
CONSTRUCTION AD „
ADHESIVE I 10 x20„
CONT. FOOTING •• • _ a`
• O O RIGID
G INSULATION TO BE INSTALLED IN EX
TERIOR WALL PARTITION (
KEYWA
• W _ / Y TYP.
BACKERS & IN HEADERS 2X6 WALL IN LIEU OF PLYWOOD
x
. T
•
FRAME
IN VESTIBULE AT BULKHEAD AND INSTALL . PLYWOOD ON BULKHEAD
" I
FR
AME IN TILED SH
OWER HEADERS WHERE
APPLICABLE
• INSTALL
AL VERTICAL 1x5 KOMA ON EITHER SIDE OF OVERHEAD.: GARAGE -
DOORS AS WELL AS ABOVE - i K1 TO RECEI
VE TRACKS AND OPENER SPRINGS. .. - —
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co
INCLUDE
ALL RELATED BLOCKING ;
I BEAM POCKET 1„
OC SET _ --
m
i •
3 a LALLY
EXTERIOR TRIM &MILLWORK: I �.
W/30"00"xff'
/ 3tt 2" FOOTING, TYP.
• PAINTED TRIM (IF APPLICABLE) IS BACK PRIMED INCLUDING ALL FRESH CUT _ _ `2) 1 4 X 11 8 LVI;
EDGES I I— ,
= '� DROPPED �
• PVC TRIM JOINTS TO BE GLUED WITH BOND N FILL OR EQUAL `�'I /I
• PVC TRIM TO BE FASTENED W/SCREWS OR HEADED NAILS, NO FINISH NAILS can
OR BRADS ( + L _J
• NAILS ARE SET FOR PAINT, FLUSH FOR NATURAL TRIM; NAILS SHALL NOT
STAND PROUD OF TRIM
• TRIM IS STRAIGHT AND TRUE, JOINTS ARE FLUSH, TRIM IS DAMAGE FREE
• SOFFIT VENT NEAT AND CONTINUOUS
• HOLD TRIM 1/4 INCH AWAY FROM ROOF SHINGLES 1 INCH BELOW THE DROP 81-711 81-711 1. 81-711 21-011 u
OF FOUNDATION - r• E" �.
• e� TO a _ U
E KICKS AT DOORS ARE SUPPORTING SILLS -.
= s
FRIEZE BOARDS, BOTTOM OF WINDOW CASINGS AND WINDOW APRONS ARE
RABBETED ' 4" 1 I c SL
/ DEEP X I HIGH FOR SIDEWALL SHINGLES, 2ND TO LAST -• _ o
v
COURSE TO GO UNDER, LAST COURSE TO BUTT TRIM
• .FABRICATE RABBETED LIGHT &VENT BLOCKS & TACK IN PLACE FOR FINAL - I
INSTALL BY OTHERS I , „ ,
NEW 3 -0 x3 -0„ OPENING
• DOOR LEAD TO HAVE FOLDED - NOT CUT - CORNERS FOLD
OL LEAD UP, INSTALL TO NEW C .... , ...... RAWL SPACE
TEMPORARY 3/4 (STRAPPING) BOARD &TRIM LEAD ALONG TOP OF STRAPPING • , . - , �
. INS I ---
TALL WINDOWS WITH FLEX WRAP PANS TO BE FOLDED UP AND STAPLED -:
TO INSIDE WINDOW SILL, UNLESS OTHERWISE NOTED — N
• INSTALL WINDOWS AND DOORS PLUMB, LEVEL & SHIMMED TO _ ,
MANUFACTURER S SPECS PRIOR TO INSTALLATION OF EXTERIOR TRIM. • � '
CHECK THAT ALL WINDOWS D — — —
• O S & DOORS OPERATE SMOOTHLY
• CONFIRM ALL TEMPERED UNITS ARE IN CORRECT LOCATION
' I
•. ENTRY DOORS OTHER THAN SLIDERS/PATIO ARE SHIMMED UP FROM 1/" F SUB
2
FLOOR T.O.F . — • _ EL.- 11.16
BUILDING PAPER ALL EXTERIOR TRIM SHALL HAVE TARPAPER BENEATH IT -
AT ALL SEAMS WHERE IT MEETS SIDING. ALL ICE & WATER VYCOR ETC. —
z
SHALL BE INSTALLED SO THAT BUILDING APE —
P R CAN BE SLIPPED UNDER IT Q
SO OVERLAP IS C t 11 - — CONTINUOUS FROM THE TOP DOWN. DO NOT LEAVE I&W OR _ ► n �
.. 15 6 � 12-3
VYCOR STUCK TO THE SHEATHING.. cry —
• RETURN AFTER SIDING TO CUT DOWN CORNER BOARDS
B �
SITE CONDITIONS:
•'
TIO S.
9
•
p A.
W
REMOVE ALL STAGI
NG, UP 12
, TEMPORARY BRACING CLEATS ETC.
_ R AUG
• ALL LOW SILL HEIGHT SECOND L F OOR WINDOW OPENINGS SHALL HAVE A LHEALTH
ZX4 SAFETY RAIL NAILED OVER THE OPENING UNTIL -WINDOW IS SET. D;
_wpT_
ALL HOLES IN 1ST AND 2ND FLOORS SHALL BE COVERED OVER FOR SAFET
Y;
BA
LCONIES AND STAIRWELLS SHALL HAVE TEMPORARY RAILS.
• ALL MATERIAL SHALL BE KEPT IN NEAT PILES AND JOB SITE SHALL BE
CLEANED EACH DAY.
ALL LUMBER PILES TO BE COVERED FOR PROTECT
ION
IF PROJECT IS A RENOVATION EXISTING STRUCT
URE TO BE WEATHER TIGHT
NIGHT
LY
►
1� OF Mq S
• ALL TRASH TO BE PUT IN DUMPSTER OR ON -SITE BARRELS. MCPHEE LABOR
1 ,. S
ti
IS PROVIDED TO EMPTY BARRELS AS NEEDED NOT TO CLEANUP SITE BEHIND.
SUBCONTRACTORS. Eto
DeANG �
PROPOSED FOUNDATI NT �T STRUCTUR ►,
O1 � PLA1 � Pdo• 3506
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bAfr-2022 06 2,4