HomeMy WebLinkAbout48100-Z �OS11FF0iKIra Town of Southold 9/24/2023
o �? P.O.Box 1179
co m�� 53095 Main Rd
Wed o� r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44585 Date: 9/24/2023
THIS CERTIFIES that the building SHED
Location of Property: 2465 Elijahs Ln.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 108.4-7.14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/21/2022 pursuant to which Building Permit No. 48100 dated 7/21/2022
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessorystorage shed as applied for.
The certificate is issued to Hubbard,Katherine&Hubbard,Thehna
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
uth rize gnature
s��Fni�c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N .T
TOWN CLERK'S OFFICE
"�,y • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48100 Date: 7/21/2022
Permission is hereby granted to:
Hubbard, Katherine
2465 Elijahs Ln
Mattituck, NY 11952
To: Construct accessory storage shed at existing single family dwelling as applied for.
Maintain minimum 15 feet from property lines.
At premises located at:
2465 Elijahs Ln., Mattituck
SCTM # 473889
Sec/Block/Lot# 108.-4-7.14
Pursuant to application dated 6/21/2022 and approved by the Building Inspector.
To expire on 1/20/2024.
Fees:
ACCESSORY $196.00
CO-ACCESSORY BUILDING $50.00
Total: $246.00
Building Inspector
IF SOUIy�� -
VV` # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING FINAL qt—V 40'rk �/L�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Loe
��. 4e .
DATE INSPECTOR r
Condon Engineering, P.C.
New York State Licensed Professional Engineer
1755 Sigsbee Road 631-298-1986
MaWtuck,New York 11952 Fax 631-298-2661
June 28,2023
Mr. Mike Verity
Chief Building Inspector
Southold Town Building Department
53095 Route 25
P.O.Box 1179
Southold, New York 11971
Re:Katherine Hubbard 2465 Elijahs Lane
Dear Mr.VedW.
Regarding Permit#48100 for the Storage Shed.
The building is built on a 6"thick slab on grade foundation.The roof rafters are properly strapped
to the wall framing and the sill is properly bolted to the slab foundation,
Regarding Permit#48926 for the as built finished basement
We verified that the plumbing in the existing bathroom conforms with the plumbing riser shown on
page A03 of the proposed plans.
A 5/8"fire rate sheet rock is installed on both sides of the wall separating the living area and the
mechanical room.
The existing wall insulation has an R-21 rating.
Very truly yours,
P'E. i3� NEW?
CON�O'P�
1 cn r`
\��FO 051684
'oROFESSIO���
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to
Ocertific=ation
a shed (no electric or plumbing)-Building inspector requested: needs 1. architect
tion and 2.strapping of rafters from wall &studs and shore to slab(bolt building to
�k
JUN
2 9 2023
MELD INSPECTION REPORT I DATE COMMENTS
b
FOUNDATION (1ST) C
------------------------------------
f1� �
FOUNDATION (2ND)
No
ROUGH FRAMING& I •M
PLUMBING 0 (�
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INSULATION PER N.Y. H
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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�o�OgQFF01r�oG_1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. a. Box 1179 Southold NY 11971-0959
oy . l�fl Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn . ov
E: moi� dao•,•
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ® E C E � " E
/'�V j'�
PERMIT NO. lJBuilding Inspector:—a& JUN 2 1.2022
BUILDING DEPT
Application's and forms must be filled out in their entirety. Incomplete TOWN OFSOUfHOLD
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: LA 22
OWNERS)OF PROPERTY: 10
Name: —17C—TM-#"1000- ► �� a ► —•'�
-- -. --1-�v�blbod -- - - -- -
Project Address: 2� S ( j J a�'1S•.. -.L1� 'AAA�+-�C N `P t Cl52-
Phone#: _ "3 Email:
- =-s - �O 1---=2
Mailing Address:24-65 . ,-1 s) ,11 Cob t`--
CONTACT PERSON:
Mailing Address: 11CYAft 11 AN . ...1..0_5 z._..._ _
Phone#: -.-.._-- Email: 'N1 ..� --
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: N1 `,�p
r.. ``w __..,.
PS
Mailing Address:
Phone#: Email:W1G YY\\gk'A rvl
DESCRIPTION OF PROPOSED CONSTRUCTION
FkNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $�O O ad
Will the lot be re-graded? ❑Yes KNO Will excess fill be removed from premises? ❑Yes KNO
1
'PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes Mo IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage"and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
'Ordinance of the Town'of Southold,Suffolk,County,'New York and other applicable laws,Ordinances or'Regulations,for the construction of buildings' `
additions,alterations or for removal or demolition as herein.described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the'New"York State Penal Law.
Application Submitted By(print name): qgAuthorized Agent lhftnET—
Signature of Applicant. Date:
STATE OF NEW YORK)
SS:
COUNTY OF )
"a" C-�_ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing cont4t)above named,
(S)he is the COAVIac._�2� �
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief, and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
{nbday of 20 ,
Nota4VubVc
PROPERTY OWNER AUTHORIZATIO Carol ATE{f
OTARY PUBLIC,STATE OF NEW YORK
(Where the applicant is not the owner) Regis",:gin No.01HY6189695
Q!.!?U'led in Suffolk mCounty
Co ^,'?son Expires 06/30124
residing at 2_4U5 "P_ t sa•'nS L'`rl
�'1 Z do hereby authorize �IvV4 to apply on
my behalf t e wn of Southold Building Department for approval as described herein.
Own—e- s Signature , , Date
(�% el-P— (& 66L0
Print Owner's Name I
i
2
FINAL SURVEY FOR
y LOT 10 NEW GARAGE
LOT 11
D MAP OF
N 51021 '10" E 257.26' ELIJAH'S LANE ESTATES
SECTION No. 1
FILE No. 6065 FILED FEBRUARY 14, 1974
U : . , .. . . .o. :.. •• ,
CONI. AT
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:ASPHALT DRIVEWAY. . • SITUA L'
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L4
MATTITUCK
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CO
sLAe :: N N DRAIN a " • TOWN OF SOUTHOLD
FRAME GARAGE GRATE� ' a
SUFFOLK COUNTY, NEW YORK
00
t-' 40.3' S.C. TAX No. 1000-108-04-7.14
t-+ o1: .4
'" �' Roo OVER co C. ` ' ° • SCALE 1"=30'
. ..Fri IV �1gp Z 24.3'
o
F•�I � •�_ � ;,.• •..., ;0o m NOVEMBER 2, 2020
t 50m w r--I FEBRUARY 8, 2021 FINAL SURVEY ON GARAGE
C. h0 ` c.=•• o ^' AREA 40,734 sq. ft.
o78// 10.2' 0.935 ac.
m,0 ^� Z
,y N 8.0' ---- 629' ---
T- b n: y_
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LOT
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m ' to NOTE:
y Y-6 x _ FENCING AND ADDITIONAL STRUCTURES, IF :ANY;
ARE NOT SHOWN
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n 'Z O -' Y.S.11c. No. 50467
UNAUTHORIZED ALTERATION OR ADDHION
p I'\ TO THIS SURVEY IS A VIOLATION OF
cc � � � �\\\?s SECTIOEDUCC7209yOF'ME NEW YORK STATE
Nathan Taft Corwin III
COEISOIISSU � RRING YI �o
EMBOSSED SEAL SHALL
-
NOT-BE CONSIDERED Land Surveyor
TO BE A VAUD TRUE COPY.
CERTIFICATIONS INDICATED'HEREON SHALL RUN •i
O! �{
L J ONLY TO THE PERSON FOR WHOM THE SURVEY ,i
r� 6 PREPARED,AND ON HIS BFIWF TO THE Successor To: Stanl J. baleen,Jr. L.S.
VL TTTLE COMPANY,GOVERNMENTAL AGENCY AND Jo88p A. Ingegno LS. -
LENDING INSMUnON US—HEREON,AND
TABOR ROAD To THE ASSIGNEES OF THE LENDING INsn— True Surveys—SubdiWons — Ste Plans — Construction Layout
MION.CERTIFICATIONS ARE Nor TRANSFERABLE
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOC4TED AT .MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Boz 16
JamesporL New York 11947 Jamesport, New York 11947
NY Shed Co. Phone: 631-765-3090
885 Wickham Ave, Mattituck, NY 11952 www.NYShedco.com Email: NYShedco@gmail.com
Name:Hubbard Date:3/21122
Address:2465 Elijahs Ln Mattituck,NY 11952 Email: hkathedne63@hotmail.com
Phone#:(H)631-294-7333 (C)
Description: Cabana
Size: 12x20
Colors:
Roof: Charcoal Roll n
V
Wall: Color Match 30"x36"window oPC.n�� 30"06"window
Trim: Color Match-same as wall color 1
Layout high wall
QTY. Description Price Amount
12x20 Cabana with cement slab base
Notice- Subtotal
-If site is not prepared properly and driver must prepare site,there will be an Tax
additional charge. Total
-If site is inaccessible to our truck and we must return with shipment,up to 10%
transportation cost will be charged. Deposit
-Can we drive directly to the location you've chosen for your shipment? Balance
-Are there any overhead obstructions lower than 12? Notes:
-You the customer are responsible for any building permits and boundary lines!
-We're going into your yard at your request;therefore we do not accept any
responsibility for damages which occur!
-Placement of shed.Our drivers must assume whatever instructions given by
person(s)present,in accordance with the buyers wishes or in the event no one is
present,we do not assume responsibility whatsoever for misplacement of shed.
Any relocation will be done at the buyer's expense.
-Wood.When it is exposed to the elements has a tendency to shrink and expand,
because of this,we cannot accept responsibility for chipping,cracking,minor
warping,etc. If there is a problem,please let us know.
-Deposits are non-refundable by leaving a deposit you agree to all terms
Signature:
W: /A: 0:/ B:
Shed build time is 6 to 8 weeks + delivery date availability
For build update or to schedule delivery please call 631-765-3090 any time after May 20, 2022
COMPLY WITH Al .!- CODES OF
NEW YORK STAT'.: :� 'T OWN CODES f
APPROVED AS NOTED AS REQUIRED Akl;'-- CONDITIONS OF
DATE-7-di-da SOUTH(-''_?TOWN ZBA
B.P. # 00
FEE:_ �� .00 BY SOUTHOLD TOWN PLANNING BOARD
NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWNTRUSTEES
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS.
1. FOUNDATION-TWO REQUIRED N.Y.S. DEC
FOR POURED CONCRETE
2. ROUGH-FRAMING,PLUMBING,
STRAPPING, ELECTRICAL &CAULKING
3. INSULATION
4. FINAL-CONSTRUCTION &ELECTRICAL
MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE RETAIN STORM�VATEA RUNOFF
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236
DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN Com,
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
4'
V
BUILDINO DEPARItIENT DATA: 00
00
Classification/Floor Area 00
ABBREVIATIONS
Floor Level Existing Proposal Total
ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER
ACT ACOUSTICAL TILE MAX MAXIMUM - > Cellar (Finished)
AL ALUMINUM MIN MINIMUM J
1st Floor
ALT ALTERNATE MRB MARBLE d s
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE (Y N 2nd Floor O O O
ASF ABOVE SUBFLOOR MTL METAL Tota{ O O O ��
NUM SADDLE NA NOT APPLICABLE �,l •
A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT � Garage
B.C. BRICK COURSES NOM NOMINAL ara g «S.'s..
BD BOARD NR NOT REQUIRED
LL Front Porch
BOT BOTTOM NTS NOT TO SCALE
O •1.
BLDG BUILDING OC ON CENTERRear Porch
q-
m O O O
CBB CEMENT BACKER BOARD OCC OCCUPANTS)
OH
CL CLOSET OVERHANG
[Decks O O O
r f
CLG CEILING PART. PARTITION
,
CLR CLEARA:,-,
CLEARANCE) PG POURED CONCRETE , , ,,,
COL COLUMN PT POINT ("----------------------
CONC CONCRETE PKT POCKET _
CMU CONCRETE MASONRY UNIT RAD RADIUS Treated 4 x 4
CT COLLAR TIE REQ. REQUIRED I 1 O o
tr—
CJ CEILING JOIST REV RE`/ISION(S) � .
CANT CANTILEVER RM ROOM I I I 1 < (� f ; +� �` �, cn
I I Simpson Strong-Ti i� iG, i Q Z
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER U i - [� '
DIA DIAMETER R/R REMOVE AND REPLACEILL
Clip Rafter to Top Plate � O
I I I I H2a - Rafter Gli Go i n D ail 0) JUN 7 1 M99 0
DIM DIMENSION SEC SECTION I x I neCt p et O
DR DOOR SF SQUARE FEET I n I I 1 2 x 4 Roof Trusses @ 16 OC WDD
W
I TOVti'f�!OF SOUTHOLD Q �
DTL DETAIL SIM SIMILAR I � i 1 � BUILD G DEPT
DWG DRAWING SQ SQUARE I v I o U
DN DOWN STL STEEL Treated 4 x 4L i I O
EA EACH SD SMOKE DETECTOR I O I I m
EL ELEVATION STD STANDARD I I l o O
EQ EQUAL TC TOP OF CURB
I � I 8301.2,1.1 (2015 Residential Code of New York State)
EX EXISTING TEL TELEPHONE O
A
EXH EXHAUST THK THICKNESS `� I I O 1 O
EXT EXTERIOR TOS TOP OF SLAB ( cx I i Design Criteria Construction in regions where the basic wind speeds
exceed from Figure 8301.2(4) equal or exceedEF EXHAUST FAN TX TOILET EXHAUST �
IN I 130 miles per hour shall be designed in accordance
EW EGRESS WINDOW TXF TOILET EXHAUST FAN I 16I Z
FC FIRE CODETYP TYPICAL I I I I with one of the following:
FD FLOOR DRAIN TEM TEMPORED � I I I Plans have been designed a
Treated x
FIN FINISH ED TEMP TEMPORARY I ( 2020 New York State Residential Code �
FINISH(ED) � I I in accordance with: �
FLR FLDOR(ING) UON UNLESS OTHERWISE NOTED
i
FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD I i I I O
FT FOOT(I`EET) WC WATER CLOSET I I I °�I CLIMATIC � GEOGRAPHIC DESIGN CRITERIA:
FJ FLOOR JOIST WR WATER RESISTANT I x I I p 1
I � I I i ( Wind Exposure Category: B (Table 8301.2(1
Q
GA GAUGE -b 1 o I r�
GALV GALVANIZED i i 1 io I Ground -Snow Load: 20 P5F
GFI GROUND FAULT INTERRUPT 1 L I I I
GL GLASS Wind Speed: 130 mph 3 sec. Gust
te
GWB GYPSUM WALL BOARD Treated x _J
I Crushed Stone Pad 12" Min 110 fastest mile �
HC HOLLOW CORE L———————————————— —� Special Wind Region: NO
HDW HARDWARE 14'-O"
Roof plan Windborne Debris Zone: NO
HM HOLLOW METAL Floor Man .Seismic Design Category G ^ �j Z
HOR HORIZONTAL 1 9 9 I--"I Z
HP HIGH POINT
HT HEIGHT Foundation plan44
HVAC HEATING/VENTILATION/AIR CONDITION m
rn
Weathering Severe ►� Q O
36 inches
IN INCH D Frost Line Depth:
H
INT INTERIOR
INV INVERT Moderate to Hea
} Termite Infestation: p
�' Q w ►-�+
JT JOINT _ �-, E Probability:
KIT KITCHEN � � Decay Probabili Slight to oderate
LAV LAVATORYw
Winter Design Temperature: 15 U
Ice Shield Underlayr�nent Required Valleys and Perimeter - w
Flood Hazard Exempt [--+
W � �
Air Freezing Index 509 `G
Mean Annual Temp 51 Q N
r .aN. DESIGN PRESSURE DP RATING: 0 U
Windows o ZONE 4 DP 25 a &-
f.
Doors m ZONES OP 30 P4 ~
ry
O ZONE 1 DP 25 U
} cr1 ZONE 2 DP 30 Q
s r ZONE 3 DP 30
rn
ZONE 1 DP 20 —�
ZONE2 0P 43
Legend 0 0 N `� O ZONE 3 DP 45
g � D O U D
D ► a D a D a zo,s Diagram :
Existing Walls to Remain -
'.
.'
Existing Walls to be Removed r - - - - - - - --
L
- - - - o t,
New Walls and Partitions -.---
Insulation ,� Z
Door �� Front Elevation WCjIj)`e �� Interior
one — - i�
Rear Elevation ,, W
Window fir-- Zone j� Zone Perimeter Ilk
Zone tttt Zane
-- -6
Structural Beam
Minimum Uniformly Distributed Live Loads: Table 8301.5 �
Outlet USE LIVE LOAD DEAD LOAD
� N
Exterior Balconies ro0 psf 10 psf
GFI Outlet GFI Rubber Membrane Roof System Decks 40 psf 10 psf
over 1/2"COX Plywood Sheathingg g
Passan er Vehicle Garages 50 psf as pear plan
Switch over 2"x GRR @ 160C
ATTICS without Storage 10 psf 10 psf o
ATTICS with -Storage 20 psf 10 psf Z A Q q
ROOMS other than Sleepin Rooms 40 psf 10 psf a A
30 psf 10 psf w U Q Q v
� Ceiling Fixture � "Simpson" H?.A at All 12 Sleeping Rooms P P SCALE:
New Rafters
Exterior Fixture (See Detail) 1.87 Stairs 40 psf 10 psf 1/4" - 1'
Smoke Detector (2)2 x 4 plate � Guardrails and Handrails 200 psf 10 psf
0 12 psf for Attic triF NEW
Live + Ground Snow Load � ��S SCHW4 y�,p
CO Detector 4 � 20 psf 15 psf for Cath * of q�j
0 D a Q Table 8301.7
2 2 x 4 Plate o ALLOWABLE DEFLECTION: ce
f W
Vent Allowable Deflection 4i
Q Structural Member �^ 3
® T-111 Siding over 2"x 4"studs @ O � �
16"O.C.w/R-15 Batt Insul — Q 77006
Vent/Light � ro � Rafters having slopes greater than 3112 with no finished
5/8 Ply Floor ceiling attached to rafters L/180 �OA�OFESSI
TreatedD a Interior Walls and Partitions H/180 DWG. NAME:
Ceiling Fan 2 x 4 �
FJ @ 16 OC Treated 2 x 4 Plate 11
Floors and Plastered Ceilings L/360 COVER All other Structural Members L/240 v
Exterior Walls w/plaster or stucco H/360 SHEET
Right Elevation Exterior Walls-Wind Loads(a)w/Brittle Finishes L/240
Treated 2x4 @ 16 OC Treated 4 x 4 Left Elevation Exterior Walls-Wind Loads a w/Flexible Finisher, L/120
( ) DWG. NO.:
6"PC Slab Section
Note: L. Span Length H= Span Height cool
a, The Wind Load shall be permitted to be taken as 0.7 times the
Component and Cladding loads for the purpose of the determining
deflection limits herein
PAGE 1 OF 2
GENERAL NOTES00
FIRE/SMOKE DETECTION TABLER402.2NNIMUMSPECIFIEOGOMPREssIVESTRENGTHOFGONGRETE RIDGE STRAP DETAIL TYP WALLMINDOWAIR SEAL
GIRDER TO S.S.P. COLUMN M
l a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. TYPE OR LOCATION OF CONCRETE CONSTRUCTION - -
a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. nwlMunsPECIfaEDcoMPREssvE INSTALLATION @ 16"0/C
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. sTRENGTHa(fc) LSTA24-980 lbs. UPLIFTBE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN . '
e.BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.)
d^ BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. Weafher{ng Potential b a °
e.ALL WORK SHALL a
C.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate severs aa
f.OWNER TO BE RESPONSIBLE
FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED.
FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundations and other corcretenot exposed tothe weather <A I� o
° a 2500 ILTNG GY'SUM BOARD AS AIR BARRIER <.
ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2-100C '°9
2,500
DEPARTMENT. fl
l
ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slabs and Interior sobs on grade,except garage oor slobs 2,500 2,500 2500c ti Gpy
g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. CONTINUOUS BEAD OF SEALANT
h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO d.EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING Basement worts,foundation walls,exterior walls cindother vertical concrete `Je S.S.p, CAPS - KLCC SERIES
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. work exPosedtothe weather 2500 3,000d 3,000d S.S.LS ALL HOLES ,
i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY, ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slabs and stops exposed to the weather,and garage poor slabs 2,500 3,000d 3,500* CONTINUOUS BEAD OF SEALANT "
RESPONSIBLE R OTHER ALTERATIONS AND CONDITIONS. coNTlNuous MINIMAL EXPANDING FOAM AT
a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODS AND LOCAL UTILITY CO. •�
j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE "°+^
OF NYS,WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For 91:t pound per square Inch=6.695 kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER
s,
. •'-
C.ALL WIRING TO BE MIN. 14 AWG. OAP
a.Strength at 26 days psi. X NAILS METAL STRAP
d.CONVENIENCE OUTLETS TO BE 18"A.F.F., UNLESS NOTED OTHERWISE. Pure WINDOW UIJIT AS AIR BARRIER
SITE NOTES AT 6'e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table Ia3Ols(I)for weathering potential. OVER HEADER TOP CONTINUOUS MINIMAL EXPANDING FOAM AT %;•,••fi7 "`�
a. PITCH GRADE AWAY FROM BUILDING, f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. c.Concrete In these locations that may be sub ectto freezing and thawing during construction shall be or-rhrowned concrete p PLATE WINDOW PERIMETER Mf
b. PROVIDE DRY WELLS AS REQUIRED. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance w"Footnote d. y1 FRAMING 4
I'a CLIPS .r
COMPLY col SECT. E3402. d.Concrete shall be air-entrained,Total air content(percent by vqume of concrete)shall be not less than percent or more -°° eorH CONTINUOUS BEAD OF SEALANT
c.ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER, ETC. SEE SECT. E3405. than 7percent.
R'n aero
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR zxa• SIDES
SHALL BE REPLACED AS REQUIRED. e.See section R402.2 for maximum cemenMtiaus materials content.
e.ALL CURBS,SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED.
LINTEL ° LINTEL
f.For garage floors with a steel troweled flnish,reduction of tht b
e total air content(percent volume of caretre)to not less than usE six CONTINUOUS BEAD OF ADHESIVE
EXCAVATION NOTES 3 percent is permitted If the specified compressive strength of the concrete is Increased to not lets thaa,0W psi. ATTIC EAV E AIR SEAL 3'NAILS
o MEMBERS
EACH END; TREATED
INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR zxa^ °° TRIMME"
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO SEAL 80TH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. USEE�°� STUDS CONTINUOUS BEAD OF SEALANT �
SPECIFIED LEVELS. a.ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRE5UMPTIVE LOAD-BEARING VALUES OF FOUNDFIC7N MATERIALSa MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM 1411
3'NAILS
EACH END °° TREATED -"
MATERIAL NEEDED FOR BACK FILL,TO R STOCK PILED ALL
EX SEPARATELY, SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING
NOT NEEDED 'bACOUSTICAL INSULATION SILLPLATE CONTINUOUS BEAD OF SEALANT
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID AT IY O.C. TREATED. N TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) r a NAILS QO Z
O
c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TOO 95%OF MODIFIED c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY i VENTED ° BOTTOM PLATE
PROCTOR DENSITY. AIRSPACE INSULATING
d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 TO CFULL-
SHEATHING TO RIGID ATTIC METAL JO ST
e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel (GW and GP) 3,000 INSULATION BAFFLE. INSULATION LENGTHREINFORCING NOTES HANGERS OR W
/ WALL TREATED FRAMING CLIPS
FOAM SEAL BOTH JOINTS r�
OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand,silty sand,clayey sand,silty gravel and clayey gravel STUDS CRIPPLE Qv
T NO
DS-
a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f.INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW, SP, SM, SC, GM and GG) 2,000 STUDS
DOORS
-NO
GRADE NEW BIL-LET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED lay,silty clay,clayey silt, Silt and sandy siltFOR
STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Clay, sandy c
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH anGIRDER/POST/FOOTING CONN.
PLACED CH) 1,500b - -
PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINSTFORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR
OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/8703.9.
GIRDER
c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES
TO BE FORTY(40) BAR DIAMETERS MIN. NAILING SCHEDULE: Table Table 602.30)40 IRC CONTINUOUS BEAD
d.WELDED WIRE FABRIC (WWF)TO BE 6"x 6"SPACES, #10 x#10 GAUGE WHICH SHALL GIRDER TO S.S.P. COLUMN DETAIL'A'
OF SEALANT _
WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing saps(see section � -1 t/z"RIGID KCQ SERIES COLUMN CAP
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough openinframfn INSULATION
g 1 od NAILS ALL HOLES
.ALL R PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS,SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O WOOD POST Z
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS Z
CONCRETE PLACEMENT. All nailing is a general specification it applies unless othevise noted. PAU SERIES POST ANCHOR
f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY 1-4
OTHERWISE NOTED. ° GRADE
b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY
REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No.of Nails Nail Spacing O O ID
X3/8"GALVANIZED LAG
CONCRETE NOTES FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. 1.
ROOF $ CEILING FRAMING CONCRETE FOOTING
c.ALL INTERIOR DOORS TO BE 1 3/4"THICK,HOLLOW CORE, FLUSH BIRCH,U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I rA
Z
a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS(OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE.
ANCHOR BOLT
U
-CONC. STEPS TO BE 3,500 f c @ 2$DAYS
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. Rafter to Top Plate(Toe-Nail) mon ft
(3)10d Common' Per Rae /8
Rafter "%°/pCx3 1/2"LONG LAG BOLTS CONTINUOUS WELD Q
►-a
c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS Ceiling Joist to To Plate Toe-Nail (3)8d Common Per Joist 6
TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY O
PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST Ceiling Joist laps over Partition(Face-Nail) (3)16d Commor Each Lap
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS ° (RSTA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION
d. BOTTOM OF EXTERIOR FOOTINGS TO BE T-0" MINIMUM BELOW GRADE. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.: ' Each Lap V�
4 LS268.675 lbs. O
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Dollar Tie to Rafter Face-Nail U(�PLIFT
BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE 3 10d Common Each End }/2 POST ANCHOR DETAIL YPLIFT 640 lbs.. STEP FOOTINGS DOWN RI REQUIRED.. MAXIMUM STEP FOOTINGS SHALL BE ONE DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND UPLIFT
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. 3 8d Common _ _ W 2 REFERENCE 3.3B
CA
g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE Blockin to Rafter T e-N it ( ) Each End FOR NAILING 8/12 U W
h. PLAN. 2 O
URE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 16d Commor Each End �/2 - - Q �J, �J
i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS _ _ oa° REQUIRED @ ^ ^ �`'-"+ '��
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING CATHEDRAL CEILINGS W W Z
j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS R(OR SLABS AND WALKS ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE:CRACKS, DIFFERENTIAL °0 1N ADDITION CE RIDGE ^
ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLEMENT,CRUMBLING, ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate to To plate Face Nail 16d 24"O,C. Per Foot s
k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED,WHICH ' H 2^ o ° o STRAPPING 12/12
WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. To Plates at Intersections Face-N it 2 16d Commor Each End TYPICAL S A6 UPLIFT ` ' ° e o
MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, CONNECTION INSTALLATION o
ETC. I I o w L1-1
I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16d 16"O.C. Each End ° ® 2
SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE
m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION CONSTRUCTION Header to Hea or Face-Nail 16d Common a o.c.along edges 4 a
SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN To of Bottom plate to Stud End-Nail 2 16d Common Per Stud HURRICANE STRAP DETAIL a
n. NO CONCRETE OR MASONRY SHALL-BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. CROSS-SECTION PA
a
F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F IOd NAILS ALL HOLES a ° W
o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking(End-Nail) 16d Common Yo"O.C.Face Nail -995 lbs. UPLIFT °
p. ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH SIDE OIF FOUNDATION WALL PLUMBING NOTES 8310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26
MIN. (2)#4 REEARS CONTINUOUS,UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STAT E AND LOCAL CODES. Double Top Plate Splice(Face Naito) (8)16d Each Side Of Splice TYPICAL LIGHT SLOPE HANGER w
q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. N �A"CLEAR INSTALLATION @ 16"E ^
r.CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE(LOCATED WITHIN T-0" c.INSULATE ALL SUPPLY LINES. REFERENCE s.sB a.MINIMUM
OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING _ FOR NAILING OPENABLE AREA 20"CLEAR SIZE OF HANGER DETERMINED BY SIZE OF RAFTER N
s. ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. MINIMUM
e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ. FT. (SEE MM
CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. o
a.ALL WOOD SILLS, BLOCKING,HAILERS,ETC.IN CONTACT WITH MASONRY,CONCRETE OR EXCEPTION) M�
f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO b.MINIMUM 0 U
COMPLY W/P2603. Joist to Sill To Plate or Girder Fa e-Nail 3 8d Common Per JoisOPENING TYPICAL UPLIFT CONNECTION O U
Joist CL FOR OPENINGS
SOIL TO BE ACQ(TREATED). >. o HEIGHT M c. MINIMUM OPENING ( ) a �-•+
b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. g•WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. Bridging t oft(Toe-Nall) 2 8d Common Each End
P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ o WIDTH 20" INSTALLATION [-a
c.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blockin to Joi tToe-Nail 2 8d Common Each End TYPICAL RT16T ° d. MAXIMUM SILL OPENABLE @ 16"0/C U
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4&P2603.5 FOR PIPES o „ QPENABLE
d.ALL JOISTS,RAFTERS,HEADERS&GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. Each Block TRUSS/RAFTER TO DOUBLE HEIGHT OF 44 AREA
STUDS TO BE MIN. HEM FIR f'b 850 PSI. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. Blockin +o Sill or To Plate oe-Nail 3 1Gd Common o e. MUST BE \AREA TYPICAL LSTA24 W
h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C o OPERABLE v v Z LSTA24-980 IDS.UPLIFT 20 GA. A
e.ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN Ledger Stripto Beam Face-Nail 3 16d Common Each Joist WITHOUT KEYS OR sTsa.PT ,STso.Fr, t LSTA24-
/
@ 6" O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. TOOLS MINIMUM , MINIMUM
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT Joist to LedCor to Beam(Too-Nall) (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL o
CRIPPLE STUD
f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. MINIMUMsIZEwINDOw Z MINIMUM SIZE WINDOW STRAP R�FERENCE3.3B
g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. Band Joist to Joist End-Nail 3 16d Common Per Joist Foazo"CLEARH�IGHT oa FOR 24"CLEAR HEIGHT FOR FUENCE
j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF ANCHOR BOLT DETAIL o°4
h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS Band Joist to Sill or To late(Toe-Noll) 2 16d Common Per Foot 2 a 9 ( e
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION �� `HEA ER J
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall iheathing to FLOOR UPLIFT CONNECTION IS REQ'D.@ EA.
ANCHOR BOLT-TO-PLATE 4 END OF HEADER&@ BOTTOM OF
i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing, - HEADER STUDS,IN ADDITION TO
CORNER. -TO-STUD CONNECTION CONNECTORS @WALL STUDS&
j.HEADERS OVER DOORS AND WINDOWS UP TO 3'-0" WIDE TO BE (2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exteria sheathing °
3'-0"TO 5'-0"USE(2)2x8, UNLESS OTHERWISE NOTED. @ OP&BOTTOM OF CRIPPLES
k^ FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. _.. _..._.- __.___..._.._ .__ _._._.._.._.. ._ ... ..... ..... _ ONLY- II ,
SHEAR LSO - THE CONSTRUCTION TYPE DESIGNATION SHALL BE "1", " " T L
I.MIN. BEARING FOR JOISTS, BEAMS&STUDS TO BE 3 112". ---------.--.----- .__..__ SLAB ON GRADE,UPLIFT V V TO INDICATES THE CONSTRUCTION
.._____._..__.__._ ...... Table 8602.3 3CLASSIFICATION
I OR
m.PROVIDE SOLID BRIDGING MAX. 8'-0"O.C. IN ALL FLOOR CONSTRUCTION. -_.._ _ .. ....... ...._.. . _ -_. Ed es Intermediate (UPHD3 3,OODS.UPLIFT LASSIFIICATION"OF THE STRUCTURE UNDER SECTION 602
o wall taming
C
Requirements for Wood Structural Panel SCREWS
n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c,@ .._..._.._.._-_____.._...._,____ . ._. . _..._.. .-,- 3/8"-1/2" c FOR CORNERS& A OF THE BCNYS
d 6d Common E FLOOR TO FLOOR CONNECTION �
4'-5"ABOVE ATTIC FLOOR)OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind OPENINGS 6 o OR GREATER
8d Common ° 12"o c
r..___ _ _ _-_--.-- _ . CONNECTION FOR TWO
0. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE ' Pressures 19/32"'1" 8d Common 6"o.c. 12"o.c. STORY APPLICATIONS
2018 W.F.C.M. _...._- _. ---_-_-._._.._�_..._.__..._.,. O
p. /8"%°(iC ANCHOR gOL T@36"OC REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE
Minimum Minimum f I 1 1/8"_1 1/4° 6"o.c. 12"o.c. ASPECT RATIO:HIL<31'
B TJI CORP. MICROL OV OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED VE WHITE WALL HT.(H) SEGMENT WIDTH(W) W
BY TJI CORP. OR APPROVED EQUAL. j Wood Nominal � Maximum ' ; 10d Common
Structural Panel Wall Stud ; Other wall sheathing 8'-1^ r-a° C�
q• MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/8502.1 � REFLECTIVE RED 9'-1" 2'-B"
MATERIAL FOR LOAD BRC. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness ! Spacing 1/2" Structural ellusic Fiberboard 11/2"Gaiv Roofing 3"o c 6"o.c. I 10'-1^ 3'-0"
ACCORDANCE w/8602.1. Minimum Nail I Rating Inches
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS -.-_.-._.,.--..__- (Inches)._ - (inches)_ Panel Nall Spacing Ultimate Desi n Wind 5 Speed m h PANTONE #187
_ g._.
Design
P LJ�L
Sheathing Nail
__.___. - s
OF THE LIMITATIONS SPECIFIED IN FIG, R502.8.CUTS, NOTCHES, AND HOLES BORED IN Wind exposure tate or 25/32" Structural Cellusic Fiberboard 3/4"Galy Roofin STUD TO FOUNDATION CONNECTION
p� g Y -. 3"o.c. 6"a.c. i DESIGNATION FOR STRUCTURAL COMPONENTS TYPICAL UPHD8 INSI�ALLATION
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH r i Nall SIMPSON MST27 20 GA.METAL STRAP, u
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN Size Penetration m ' Edges Field Wallboard 1 1/4 Screws 7 o.c. T o.C. 12 MIN. N STUD RFACE THAT ARE OF TRUSS TYPE CONSTRUCTION
_ ( ) •(inches o.c.)'(inches o.c. 1 B C _D
)/ 1/2"Gypsum 0 SU i HOEDOWN W/ 5/8"i7HREADED ROD 11 CV
ACCORDANCE w/8502.8.2. STUD DRILLING& NOTCHING ARE ALSO TO COMPLY w/ 6d Common _ 1.5 _ ^ 24 0 w 3 8 16 I 6 12 TYPICAL LSTA36 II II
R602.6. (SEE DETAIL) / / 140 I 115 110
s. IN ACCORDANCE w/SECTION 8312,1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common 1.75 2LD
4/16 7/16 _ 16 6 12 170 140 135 EN INCLUDING `
HAVE GAPS THAT DO NOT ALLOW PASSAGE OFA 4"ra SPHERE ----- -�-----------� -
t. STAIR TREADS SHALL BE 1 1/4-THICK LEA AK NL .. .._._.-._._.__.__....._ _ ... ._ ... ..__. _ _____ _...______-_,_.-__.[.__._..24_ ___'.__-_.__6_ 12 140 115 110 ; Wood structural panels Combination subflolr (OR EQUIVALENT)L "F' GIRDOERSA AND BEAMS N w �
ypsum allboard 7'o c
� NOTE'
W ry MAY BE W �•+ ,^
CLEAR OAK, UNLESS NOTED. ; FOR NAILING llf REQUIRED O U Q P�
_-.- _ .,__... _._..._.___----...__.} STROKE
" ° FOR SHEAR 3
u. INTERIOR SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"o.c. 12"O.C. WRAP&NAILSTRAPAROUND 6" DIAMETER "FR„ Z Q Q 3 A
v.WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @16^OC ON EACH STUD W Ca C7 d x
GREATER THAN 200 IN ACCORDANCE w/8302.9.4,&A SMOKE DEVELOPED INDEX
NOT GREATER THAN 450,IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST TABLE 12403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches)a 7/6"-1"
6"o.c, 12"o.c.
8d Common .8/8"%%C ANCHOR BOLT@36"OC
COMPLY w/R302.9.3 TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL Q C2 x
w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. 11/6^-1 1/4" 6"0.4. 12"O.C. LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. IL U Q C) U
LOAD-BEARING VALUE OF SOIL(psfl 10d Common 1/4"x36"
x. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 / TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS FLOOR TO FLOOR CONNECTION SCALE:/4n� = 1
2,000 3,000 J:4,00p For wood structural panel roof sheathing attached to gable end not framing and to �
y.CERAMIC TILE SURFACES&INSTALLATION ARE TO COMPLY w/R702.4,OTHER REQUIRED FOR UPLIFT
Conventional light-frame construction intermediate supports within 48 inches of roof edges and ridges,aails shall be spaced �
FINISHES TO COMPLY w/R702.5, &R702.6. OPTIONALNAILS END E14GTH
1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is ess than 130 mph and o 12" YPICAL 'tP��OSCH{[r
Z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 (WOOD SHRINKAGE
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOMAYO SHR NKAAND oJNS q,P�
CAUSE STRAP TO ° * r
greater but less than 140 mph BUCKLE OUTWARD)
� s
-inch brick veneer over light frame or 8-inch hollow concrete masonry r"
ROOFING /SIDING NOTES 12
1-story
st ry 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL FLOOR TO FLOOR CONNECTION
a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902,8904,& 8905 AND 3-story 32 24 16 12 TYPICAL STUD PLATE TIE SERIES - SP4 '� 77006
INSTALLATION @ 16" O.C. CLEARS rJ
ARE AL E IDENTIFIED IN ACCORDANCE w/8904.4. ROOF DRAINS ARE TO BE PROP (CANTILEVER CONDITIONS) SSIONP�
INSTALLED IN ACCORDANCE w/8903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry FOR NAILING DOUBLE LVL TYPICAL LSTA
b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION 8905.2.3.SELF SEAL 1-story 16 12 12 12 FASTENERS:2-lOdX1 1/2 y0 INSTALLATION @ 16"o/c DWG. NAME:
l STRIPS AND FASTENERS ARE TO COMPLY w/8905.2.4 & R905.2.5. DETAILS OF 2-story 29 21 14 12 RAFTERS/TRUSS LSTA24-980 lbs.UPLIF
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-10dX1 1/2 T/0 EXIST 2X4 STUD WALL @16"O.C. TYPICAL KST237 20 GA.1 1/�"xz4"
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/8905.2.7.THE REQ'D PLATES 3✓9/16" LSTA24 980 lbs.UPLIFT 20 GA. °e, DETAILS
UNDER-LAYMENT IS TO CONFORM w/ASTMD226, D 1970, D4869,AND D6757,AND IF
1 1/4"x24"
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE 8905.1.1(1) For SI:1 inch / END rJGTH
=25.4 mm,1 pound per square foot=0.0479 kPa. EXISTING 2X4 SILL
C.FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF DOUBLE PLATE 1"MIN. 01 12" YPICAL
'
UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED o•Where minimum footing width is 12 inches,use of a single Wythe of solid or TOP PLATE & NOTES
PROVIDE BLOCKING
FLOOR-TO-FLOOR
BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. z PROPOSED 2X4 DOUBLE TOP REI=ERENCE 3.38
PLATE REFERENCE 3.3B II FOIR NAILING DWG. NO.:
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/8905.2,7.& N } FOR NAILING INSTALLATION @ 16 0/C
8905.1.2.
d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 12"MIN,
~
ACCORDANCE W/R703.8,R903.2,& R905.2.8. STRAP @
e.HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ 2x4 STUD WALL @ 16" EACH STUD
8WEAT O.C. i J PROP 2X4 STUD WALL @16"O.C.
f^ WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT 6 todxt 1/z" _ WALL TO CRIPPLE WALL CONNECTION
A I
8703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"xl vi") �',
AGE 2 OF 2
PLATE INSTALLATION `l
FP