HomeMy WebLinkAbout50344-Z g�FFOlxc Town of Southold
6/8/2024
3 P.O.Box 1179
y x 53095 Main Rd
o • �-.
Southold,New York 11971
,CERTIFICATE OF OCCUPANCY
No: 45266 Date: 6/8/2024
THIS CERTIFIES that the building SHED
Location of Property: 8095 Alvahs Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 95.-3-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/3/2021 pursuant to which Building Permit No. 50344 dated 2/15/2024
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:
accessory shed as applied for.
The certificate is issued to Caspert,Laurie&Ronald
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50344 5/24/2024
PLUMBERS CERTIFICATION DATED
Au o 'zed.0unature
o�suFFn��-coG TOWN OF SOUTHOLD
BUILDING DEPARTMENT
X TOWN CLERK'S OFFICE
oy.• X . SOUTHOLD, NY
col Sao
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#: 50344 Date: 2/15/2024
Permission is hereby granted to:
Caspert, Laurie
809.5 Alvahs Ln
Cutchogue; NY 11936
To: replaces by#46805 Construct accessory shed at existing single family dwelling as
applied for.
12-15-2021: homeowner may be changing its location to a front yard placement. A
disapproval has been written to proceed with ZBA... if denied, homeowner intends to
keep the shed'in its original approved, conforming location.
At premises located at:
8095 Alvahs Ln, Cutchogue
SCTM #473889
Sec/Block/Lot# 95.-3-12
Pursuant to application dated 9/3/2021 and approved by the Building Inspector.
To expire on 8/16/2025.
Fees: -
PERMIT RENEWAL $151.80
Total: $151.80
Building Inspector
uF Fat/r TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
• 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#: 46806 Date: 9/10/2021
Permission is hereby granted to:
Caspert, Laurie
8095 Alvahs Ln
Cutchogue, NY 11935
To: Construct accessory shed at existing single family dwelling as applied for.
At premises located at:
8095 Alvahs Ln., Cutchogue
SCTM #473889
Sec/Block/Lot# 95.-3-12
Pursuant to application dated 9/3/2021 and approved by the Building Inspector.
To expire on 3/12/2023.
Fees:
ACCESSORY $253.60
CO-ACCESSORY BUILDING $50.00
Total: $303.60
Building Inspector
pF SOUryolo
Town Hall Annex. Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 1 1 97 1-0959 sean.devlinCa�town.southold.ny.us
4UNTY,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Laurie Caspert
Address: 8095 Alvahs Ln city,Cutchogue st: NY zip: 11935
Building Permit#: 50344 section: 95 Block: 3 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Shed X
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED 5 Exit Fixtures Sump Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Shed
Inspector Signature: Date: May 24, 2024
S. Devlin-Cent Electrical Compliance Form .
Of SOUTyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
comm, 631-765-1802
o INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] NSULATION/CAULKING
[ ] FRAMING /STRAPPING ] FINALS
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE /O [ ] RENTAL
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DATE ANSPECTOR
0f 50UlyO�
* TOWN OF SOUTHOLD BUILDING DEPT.
o m��`a� 631-765-1802
INSPECTION '
[ `]- ,FOUNDATION 1ST/REBAR [ ] ROUGH PLBG..
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ]. 'FIRE;SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) .ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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DATE G INSPECTOR
ho�aOF SOUtyo6 57v `3
TOWN O//F S. UTHOLD BUILDING DEPT.
co tm, �0 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION`
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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FIELD:INSP CTION REPOx.T DATEd N. S
FOUNDATION(1T)' H
ATION 2N n`
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RQUG FItAMIN'G
P Ulm `. C ,
INSULArTI'ON-TER N.Y. H
STATE' NtRGY CODE
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FINAL. ' ..
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° cis TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
� o# Telephone(63'1) 765-1802 Fax(631) 765-9502 hMs://www.southoldtom=.gLov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ILI
PERMIT NO. Building Inspector. 1 `
S E P - 3 2021
r
A``'licatons.and=forms must�fie�flled�out,insttieir�•+:entire•' �Iri'comy•lete`� -
` licaton-s4wil(`not be`acce`t_ed� •1Nhere+ttieA -�licant�is':not-tFeowner'an' �' BLj1� _
;Ovirner's.Aiathorization form: Pa e 2 aFiall°tie com feted:,;= ;._' r ' TO''.
Date:
_ 3•
'OWN -OF" - - - -E'R-'8 PROPERTY:
f•
.j
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Name: '�W gG :AV PS CASPbQ--T SCTM#1000- 95 —37 .1 oa- -
Project Address: ®Qq 5 L��\ S � f✓ CV TC4 06v 1_— NY 119`13, `
Phone#: SDI . 3C) 0 , 713 0 Email: R ca�SpL�C,iJ C S T ..�0?v) .
Mailing Address:
- _
- ONTACT.,PERSONc - - - - -
V
Name: LAO R (6 CAS PE P---r
Mailing Address: 8I95 A L�'A-0v _ LAN U TC OEV W 1197). _
Phone#: %1`265, -1912— Email: T 'EAP--�U CYO 1,5,e_- A_G.
O.=ES51 N/►L'� EORIVIATI I OIV:--
DES GNPR F O N
Name: I I1DE RL)-NIVOQ, DES I&W
Mailing Address: RIDGEN10017 S-` 9�AlsNGP,L f�.� 11-7 0 r
Phone#: Cos o $3� 1-� 8 ZLr Email:
`:I T ORMAT;CON �RACTOR N -, - -
Name: -\, j r
Mailing Address: %5 W tQ--H AW AV el �2AT71.CK Ky. 1(9 5
Phone#: �2, 1 ' 7G5 309 0 Email: WSl- EDCO 0.
: POSE CONSTRU
CTION: =D.ESCRIP TION OF PRO D
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
'❑Other $ 2-0, Oon
Will the lot be re-graded? ❑Yes Mo Will excess fill be removed from premises? ❑Yes No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property: ST
Zone or use district in whichpremises is situated: Are there any covenants and restrictions with respect to
this property? XYes []No IF YES PROVIDE A CjDPY.
L�eheck 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 building(i)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 B (print name): SP PE- ❑Authorized Agent 8fowner
Signature of Applicant: Date: q 3 —a I
STATE OF NEW YORK)
SS:
COUNTY OF S'�LK )
�1OR(b %pul 1 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the OI,y1( x_r
(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
r� � q
day of YY1 , 20� C�
otary Public
TRACEY L. WYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
i
�yo�QSUFFQ(,�co�; BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
A�yN Town Hall Annex - 54375 Main Road - PO Box 1179
'*> Southold, New York 11971-0959
y ti�j ol�;v Telephone (631) 765-1802'- FAX (631) 765-95d2
f:• jamesh(a)southoldtownny.gov— seand(a-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN.INFORMATION (All Information Required) Date:
Company Name: C/�I
Electrician's Name: )rp-
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.: � „S
JOB SITE INFORMATION (All Information Required)
Name: � )r) b
Address: CAt"
Cross Street: of-d?9I
Phone No:: 19-
Bldg.Permit#: 0 ) email:
Tax Map District: 1000 Section: Block:C?_s-3—/,?— Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: .,�oD a-
Circle All That Apply:
Is job ready for inspection?: TrYES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 0 1 2 H Frame Pole Work done on Service? OY N
Additional Information:
PAYMENT DUE WITH APPLICATION
rc c 0-7 3a�o
PERMIT# Address:
Switches
Outlets
G F I's
Surface
Sconces ��
HH s
UC Lts Fridge HW POOL
Fans Mini Fr. W/D
Panel -
Pump ,
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments - `r
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Pontino, Susan
From: Laurie Caspert <theartstudio15@me.com>
Sent: Wednesday, September 8, 2021 4:19 PM
To: Pontino, Susan
Subject: Re: Caspert permit for shed - 8095 Alvahs Lane, Cutchogue
It will be placed) 5-from-the-back of tf e-pr''operay and,fromstheaide:_-;
Sent from my iPhone
>On Sep 8,2021, at 10:52 AM, Pontino,Susan<susan.pontino@town.southold.ny.us>wrote:
>
> Rec'd What is the distance from the property lines for the placement of the shed? The distance wasn't marked.
>-----Original Message-----
> From: Laurie Caspert<theartstudiol5@me.com>
>Sent:Wednesday,September 8, 20219:54 AM
>To: Pontino,Susan<susan.pontino@town.southold.ny.us>
>Subject: Caspert permit for shed -8095 Alvahs Lane,Cutchogue
>
' > Hi Sue,
>As per our conversation, I am forwarding an updated survey with the (approx) placement on our shed ->
>ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown
senders or unexpected emails.
1
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BUILDING DEPARTMENT DATA: 00
N
ABBREVIATIONS { U Treated x i �, �� Classification/Floor Area 00
OCCUPANCY OR �y-
w I APPROVED S NOTE r+ r'+ ► Floor Level Existing Proposal Total
ACO ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER I I UOL IS Ui"1/ t�UL IM
ACT ACOUSTICAL TILE MAX MAXIMUM I I a' a �� t K_ Cellar Finished O O O
AL ALUMINUM MIN MINIMUM I I DATE ._ B. Vvi'lT1 i 0 t �••I- C P 1 1 FI vA i E > (Finished)
FEE:-I'm.
i o J 1 J
ALT ALTERNATE MRB MARBLE I x I . () B ��+ ►,"11
tom\ -C3 1st Floor O O O
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE I I NOTIFY BUILDING D PARTMENT AT I,;" C uCU. �;� C � � s � �
ASF ABOVE SUBFLOOR MTL METAL I ( 765-1802 8 AM TO PM FOR THE w 2nd Floor O O o
A.S. ALUMINUM SADDLE NA NCT APPLICABLE I L I FOLLOWING INSPEC ONS: lL Y
A.P.B. ANTHONY POWER BEAM NIC NCT IN CONTRACT I ~ I 1. FOUNDATION - 0 REQUIRED Total O O D
B.G. BRICK COURSES NOM NGMINAL I I FOR POURED CO CRETE O
re ate x Garage O O O
BO BOARD NR NCT REQUIRED I I 2. ROUGH - FRAMIN & PLUMBINGra
BOT BOTTOM NT5 NCT TO SCALE i p I 3. INSULATION IL Front Porch
•yt ,a.
BLDG BUILDING cc: ON CENTER 4. FINAL - CONSTRU TION MUST
GBB CEMENT BACKER BOARD OCC OCCUPANT(S) BE COMPLETE FO C.O. N Rear Porch O O O r
CL CLOSET OH OVERHANG I I ALL CONSTRUCTION SHALL MEET THE
Decks O O O -
CLG CEILING PART. PA2TITION I k I REQUIREMENTS OF 1 HE CODES OF NEW
CLR GLEAR(ANCE) PC POURED CONCRETE I " I YORK STATE. NOT ESPONSIBLE FOR
COL COLUMN PT POINT I I z•
DESIGN OR CONSTRUCTION ERRORS. "•� '
CONC CONCRETE PKT POCKET
CMU CONCRETE MASONRY UNIT RAD RADIUS
CT COLLAR TIE REO. REQUIRED I ~
Z
CJ CEILING JOIST REV REVISION(S) Q iTreated x
CANT CANTILEVER RM ROOM m
CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER I I 2 x 6 RR @ 16 CC -
DIA DIAMETER R/R REMOVE AND REPLACE I I Simpson Strong-Ti U � � >"'
DIM DIMENSION SEC SECTION I I H2A - Rafter Clip Rafter to Top Plate U_ SEP 3 ?��� 0 Z
DR DOOR SF SQUARE FEET
I I co_ ion Detail 01 T If -,p,; Y.E Y r w O
DTL DETAIL SIM SIMILAR
DWG DRAWING SQ SQUARE I �LY WI i H
ON DOWN STL STEEL
EA EACH SD SMOKE DETECTOR
I I Y(Z-1i< STAT & TOANN CODES
I ► AS ViLOUIRED AN[) CONDITIONS OF
EL ELEVATION STD STANDARD
E4 EQUAL TC TDB OF CURB I I OUT OLD TOWN Z3A DESIGN: R301.2.1.1 (2015 Residential Code of New York State)
EX EXISTING TEL TELEPHONE I Treated x I $OJT, OLD T01NN PLANNING BOARD
EXH EXHAUST THK THICKNESS I I Design Criteria Construction in regions where the basic wind speeds
EXT EXTERIOR TOS TOE OF SLAB
EF EXHAUST FAN TX TO LET EXHAUST I I SOUT OLD TOWN TRUSTEES
exceed from Figure R301.2(4) equal or exceed �
EW EGRESS WINDOW TXF TO LET EXHAUST FAN
I � I ��..�j EC 130 miles per hour shall be designed in accordance
FC FIRE CODE TYP TYPICAL LL with one of the following:
F"
FD FLOOR DRAIN TEM TEMPORED
RETAfN STORM WATER RUNOFF in accordance with: 2020 New York State Residential Code �
I I
FIN FINISHED) TEMP TEMPORARY j Plans have been designed
I I PURSUANT TO CHAPTER 236 z
FLR FLOORING) LION UNLESS OTHERWISE NOTED I � I 8070 Overhead Garage Door Or THE TOWN CODE. CLIMATIC GEOGRAPHIC O
FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD I I (2)2 x 6 Hdr
r I ATIC OGR�4PH C DESIGN CRITERIA: Table R301.20) U
FT FOOT(FEET) WC WATER CLOSET °L'
FJ FLOOR JOIST WR WATER RESISTANT
GA GAUGE Treated x I Wind Exposure Category: B Q
GALV GALVANIZED ————————————J Crushed Stone Pad 12" Min
GFI GROUND FAULT INTERRUPT L'———————— Ground Snow Load: 20 pSF O
GL GLASS Roof Plan Wind Speed: 130 mph 3 sec Gust
Floor Plan
GWB GYPSUM WALL BOARD
110 fastest mile �
HC HOLLOW CORE Special Wind Region: NO O
HOW HARDWARE Foundation Plan Windborne Debris Zone:
Seismic Design Category G U O
HM HOLLOW METAL �- NO w
HOR HORIZONTAL �j�i
HP HIGH POINT Z
HT HEIGHT 32'-O"
W Weathering Severe
►--a
HVAC HEATW a O
G/VENTILATION/AIR CONDITION
IN INCH P
O Frost Line Depth: 36 Inches
INT INTERIOR o u Termite Infestation: Moderate to Heavy Q
INV INVERT
JT JOINT �-, E Decay Probability: Slight to Moderate w
KIT KITCHEN l!1
LAV LAVATORY L_j MM
Winter Design Temperature:
Ice Shield Underloyment Required Valleys and Perimeter U
Q L_j p
Flood Hazard Exempt w
Air Freezing Index
Mean Annual Temp 51 Q O
Front Elevation 4
MIN. DESIGN PRESSURE DP RATING: o U oo w
Windows ZONE 4
Doors n1 0
ZONE 5 DP 30 � x
N ZONE 1 DP 25 U
M ZONE 2 DP 30
Right Elevation _ w
ZONE 3 DP 30 Q U
ZONE 1 DP 20
O ZONE 2 DP 45
Legend � ZONE 3 DP 45
Existing Walls to Remain Rear Elevation Zone Diagram :
Existing Walls to be Removed r - - - - - - - --
4New Walls and Partitions- _
a �
Insulation FVVVW =r Z
_ ' O
wall Gable _ ®Zones
Door
Edge
Window --r�[--
Zone � " "�'�► � Zoneett�'Minimum Uniforml Distributed Live Loads: Table R301.5 s
Structural Beam - 75
Asphalt Shingles over 15# Felt a�
over COX Plywood Sheathing
over 2*x6RR@ 0G
USE LIVE LOAD DEAD LOAD
16
Outlet Exterior Balconies GO psf 10 psf N
N
Decks 40 psf 10 psf
GFI Outlet 6157FI
Passenger Vehicle Garages 50 psf as per plan
ATTICS without Storage 10 psf 10 psf N c7 H
Switch "Simpson" H2A at All Left Elevation ATTICS with Storage 20 psf 10 psf ZNew Raftes A Q A
Ceiling Fixture (See etail) ROOMS other than Sleeping Rooms 40 psf 10 psf a A
Sleeping Rooms 30 psf 10 psf w
x 4 Plate U Ca Q v
Exterior Fixture (2)2
Stairs 40 psf 10 psf SCALE:
Guardrails and Handrai►s 200 psf 10 psf / 1
1v
Smoke Detector Q Live + Ground Snow Load 12 psf for Attic P�� NE y
(2):2 x 4 Plate 20 psf 15 psf for Coth �'� C
GO Detector O T-111 Siding over 2"x 4"studs @ b ALLOWABLE DEFLECTION: Table R301.7
Vent 16"O.G.w/R-15 Batt Insul Q Structural Member Allowable Deflection
ti
� `� 5/8 ply Floor V
Rafters having slopes greater than 3/12 with no finished `rF`�
77006
Vent/Light ���� Treated 2 x 6 ceiling attached to rafters piQQ 1 NPR'
FJ @ 16 cc: Treated 2 x 4 Plate L/180 FE$$0
Ceiling Fan Interior Walls and Partitions
H/180 DWG. NAME:
Floors and Plastered Ceilings L/360 GO� /CR
reate x All other Structural Members V24O �/ C
Exterior Walls w/plaster or stucco 1,11360 H E ET
Treated 2 x4 @ 16 OC Exterior Walls-Wind Loods(a)w/Brittle Finishes "40
Crushed Stone Pad Section Wind Exterior Walls- L.00ds(a)w/Flexible Finishes L/120 DWG. NO.:
12' Deep Set 4 x4 Note: I-- Span Length H= Span Height
Partial In Stone
a. The Wind Load shall be permitted to be taken as 0.7 times the
Component and Cladding foods for the purpose of the determining
deflection limits herein
PAGE 1 OF 2
�I-
N
GENERAL NOTES TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
FIRE/SMOKE DETECTION RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALLNVINDOW AIR SEAL d
TYPE OR LOCATION OF CONCRETE CONSTRUCTION
a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES, a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MIrJIMutisPEcIFIEDGOMPREssVE INSTALLATION @ 16"O/C 00
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 sTRENGTHa(Fc) LSTA24-980 lbs. UPLIFT 0 ^
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN o f
c.BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. weatheigPotemlal b ad.BUILDER TO CARRY WORKMAN'S COMP.INS. IN AMOUNTS AS REQUIRED BY LAW, ° ° aC.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE NegIIglWe Moderate severe °e.ALL WORK SHALL BE FULLY GUARANTEED FOR,ONE YEAR AFTER C.O.IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundafbns and other concrete not exposed to the weather °f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN2500 2 00 2500cDEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS.ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. BaeemeMslabs and Irtherior slabs on grade,sxcept garage floor slabs 2,500 2Soo 2.sooc � \, GYPSUM BOARD AS AIR BARRIER
g d. EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO Basement walls,foundationwaps,exterior walls and otherverticalconcrete S.S.P. CAPS - KLCC SERIESwork exposed to the weather 2500 3.Cood 3,000d UOUS BEAD OF SEALANT
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 16d NAILS ALL HOLES
I.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY, ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slabs andstepaexposedto+hew cthvr,andgologefloorslabs 2500 3,000d 3,500e UOUS BEAD OF SEALANT
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS.j.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. TYPICAL FRAMED OPENING UOUS MINIMAL EXPANDING FOAM ATOF NYS, WFCM 2018 &AISC/SET F7-05 b.ON NEW WORK BASE BID ON 20O AMP SERVICE. Ford:lpoundpersquarelnch=6.893kPa. W PERIMETERc.ALL WIRING TO BE MIN. 14 AWG.
d.CONVENIENCE OUTLETS TO BE 18"A.F.F., UNLESS NOTED OTHERWISE. a.Strength at28dayspsl. ,NAILS METAL STRAP CAPSITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Tabk R3012(>far weaH e M g potem aI. A7 s o C. PLATEW UNIT AS AIR BARRIER
OVERHEADER TOP "
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. coNTwuous MINIMAL EXPANDING FOAM AT `•.
a.PITCH GRADE AWAY FROM BUILDING, g.ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST naaa. ccore accordance
may besubJecttokeezngandthawtrgdurngcarctructionahaNbealre hdnedcacrete PATE WINDOW PERIMETER
b.PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING
C.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER ETC. SEE SECT. E3405. d.Concrete shoo be airs nralned.Total air content(percent by volume of concrete)shall be not less than 5 percent o more �� CLIPS �.
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. than 7perce rt. I °p SIDEBOT CONTINUOUS BEAD OF SEALANT
SIDES "•"
e.See Section R402.2 for maximum cemenHHous moterlals content. FOR 2 x e"
LINTEL p p '�`•+"
SHALL BE REPLACED AS REQUIRED.
LINTEL
e.ALL CURBS, SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. f.For garage floors wHh a steel troweled finlsh,reduction of the total air content(percent by volume of concrete)to rot less than ATTIC EAVE AIR SEAL USE six ° ° CONTINUOUS BEAD OF ADHESIVE r.•.
3 percent Is permitted If the specified compressive strengthof the concrete Is Increased to not less than 4.000 MEMBERS
pH. 3'NAILS p p
EACH END,
INSULATION NOTES p TREATEIJ
EXCAVATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR ° TRIMMEq
SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL p p STUDS CONTINUOUS BEAD OF SEALANT
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT
SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / / 3"NAILS p°
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD EACH ENO
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING / Al
TREATED
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) / 3'NAILS BILL PLATE CONTINUOUS BEAD OF SEALANT
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE, ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID / ATIVO.C. °° TREATED (1 Z
c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED C.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED O
TO CONNECT INSULATING AIRSPACE ° BOTTOM PLATE O rT;
PROCTOR DENSITY. d.R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 FULL.
SHEATHING TO RIGID ATTIC
INSULATION BAFFLE. / LENGTH p METAL JOIST
REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel(GW and GP) 3,000 INSULATION HANGERS OR W
OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. FOAM SEAL BOTH folNTs / WALL TREATED FRAMING CLIPS
Sand, silty sand, clayey sand,silty gravel and clayey gravel / s7uos CRIPPLE
f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME STUDS-NOT Q
a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW SP SM SC GM and GC) 2 000 /
GRADE NEW BILLET 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 ' ' ' ' ' / _ _ FOR DOORS
450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Clay, sandy clay,silty clay,clayey silt,silt and sandy silt /
STRENGTH OF 60,0O0 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,500b / GIRDER/POST/FOOTING CONN.
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES FOR BARS
PLACED AGAINST EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM.TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR
OTHERWISE SHOWN.
INSULATING FINISH SYSTEM TO COMPLY w/R703.9. / / GIRDER
/
c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.3 202C IRC CONTINUOUS BEAD
TO BE FORTY(40) BAR DIAMETERS MIN. �) OF SEALANT , ,
d.WELDED WIRE FABRIC (WWF)TO BE 6" x 6"SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not Include Watling for metal framing strap=(see section 1 1/2"RIGID GIRDER TO S.S.P. COLUMN DETAIL A .
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 opening framing INSULATION KCC SERIES COLUMN CAP
70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. 10d NAILS ALL HOLES
INSULATED GLASS, SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O H
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS
CONCRETE PLACEMENT. OTHERWISE NOTED. All nailing is a general specification It applies unless otherwise noted. WOOD POST
f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY PAU SERIES POST ANCHOR Hit
REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No. of Nails Nail Spacing o GRADE -a
FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. ROOF CEILING FRAMING O O 3/8"GALVANIZED LAG 1 Z
CONCRETE NOTES 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 CONCRETE FOOTING
a.ALL CONCRETE TO BE f' c=3,500 PSI @ 26 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. ANCHOR BOLT
-CONC.STEPS TO BE 3,500 f'C @ 28 DAYS Rafter to To Mate(Toe-Nail (3)10d Common Per Rafter �3/8"%°/yCx3 1/2"LONG LAG BOLTS O
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED, CONTINUOUS WELD U
C.SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY Ceiling Joist to To Plate(Toe-Noll) (3)8d Common Per Joist s" Q
TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE Ceiling Joist laps over Partition(Face-Nail) (3)16d Common Each Lo a
PROXIMITY TO BEACH, CANAL, WATER,ETC.'TO PROVIDE THIS OFFICE WITH TEST P o
THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0, RENOVATE OR LEGALIZE THIS STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to parallel Rafter(Face-Nail) Table R602.5.2 Each Lap
d.BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. E�
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE Collar Tie to Rafter Face-Nail 3 10d Common Each End 4 LS268- 640Ib75 .
f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE /2 POST ANCHOR DETAIL YMU26
Q DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND 1 Mu2sPUFT-640 lbs. Q
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. Blockin to Rafter Toe-Nail (3)8d Common Each End UPLIFT Con
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 _ _ W2 REFERENCE3.3B W
h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN' Rim Board to Rafter End-Nail 2 1Gd Common Each End /2 - - FOR NAILING 8/12 r l O
L CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING o REQUIRED @
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES FOR EXAMPLE: CRACKS DIFFERENTIAL
j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS SETTLEMENT CRUMBLING, ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR 16d 24"O,C. °o o CATHEDRAL CEILINGS
ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED,WHICH To Plate to To plate Face Nail Per Foot _ 0 ° IN ADDITION TO RIDGE
k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING 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 Common Each End TYPICAL S A6 UPLIFT H 2" ° ° ° o STRAPPING 12n2 M Q
MECHANICAL, ETC.COORDINATE WITH OTHER',CONTRACTORS, DRAWINGS,AGENCIES, CONNECTION INSTALLATION
ETC. 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 I I o
I.CONCRETE FOUNDATION WALLS TO BE CASK MONOLITHIC.NO HORZONTAL JOINTS AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE °
SHALL BE PLACED IN WALLS. THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION Header to Header Face-Nail 16d Common 16"o.c.along edges 2 W
m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND 4
OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN /� w
SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To of Bottom Plate to Stud End-Nail 2 16d Common Per Stud HURRICANE STRAP DETAIL
n. NO CONCRETE OR MASONRY SHALL BE PERF70RMED IN TEMPERATURES 40 DEGREES CROSS-SECTION PAU °
F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist,Band Joist, End RT30F ° °
16d Common 1E}"D.C.Face Nail 10d NAILS ALL HOLES U
o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. PLUMBING NOTES Josit or Blocking(End-Nail) - 995 lbs. UPLIFT °
p.ALL FOOTINGS TO BE 8 OR 6 PROJECTION ON EACH SIDE OF FOUNDATION WALL
MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES.
q. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. Double Top Plate Splice(Face Nails) (8)16d Each Side of Splice R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26
r.CRAWL SPACE VENTS IN ACCORDANCE w/IR408 ARE TO BE LOCATED WITHIN 3'-0" c.INSULATE ALL SUPPLY LINES. REFERENCE 3.36 TYPICAL LIGHT SLOPE HANGER a
LATE FOR NAILING a. MINIMUM 34"CLEAR INSTALLATION @ 16"o/c
OF EACH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING OPENABLE AREA 20"CLEAR
s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL,
SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
5.7 SQ. FT. (SEE MINIMUM
CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. e EXCEPTION) Z V
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Gist to Sill To Plate or Girder F e-Nail 3 8d Common Per Joist g o b.MINIMUM OPENING Q
a.ALL WOOD SILLS,BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. TYPICAL UPLIFT CONNECTION
SOIL TO BE AC (TREATED). WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. a HEIGHT 24" i
Q( ) 9 Brid in to Joist(Toe-Nail) 2 8d Common Each End o c. MINIMUM OPENING (FOR OPENINGS) a 0
b.PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ �
c.ALL NAILS, BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS Blockingto Joist(Toe-Nail 2 8d Common Each End TYPICAL RT16T o d. MAXIMUM SILL INSTALLATION U
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4&P2603.5 FOR PIPES o OPENABLE OPENABLE @16"O/C U
Each Block TRUSS/RAFTER TO DOUBLE o HEIGHT OF 44 AREA ,
d.ALL JOISTS,RAFTERS,HEADERS&GIRDERS.SHALL BE DOUG FIR f b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. Blockin to Sill or To Plate(Toe-Nail 3 16d Common e. MUST BE \ \AREA v� E
STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C o \ , TYPICAL LSTA24 W
Ledger Strip to Beam Face-Nail 3 16d Common Each Joist OPERABLE
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 \ a LSTA24.9801bs.UPLIFT z0 GA. Q U
@ 6"O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR MINIM M ,MINIM FTC � t 1/4"xza"
Jost to Led er to Beam Toe-Nall (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM\ , MINIMUM � /
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. L PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT o
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. Band Joist to Joist End-Nail 3 16d Common Per JoistSIZE CRIPPLE STUD
g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF FORMINI 20" LEA WINDOW g FORMINI 2,VMSEEWINDOW
ANCHOR BOLT DETAIL FOR20"CLEARH�IGHT LLw� f-0R24"CLEAR HEIGHT STRAP RRFERENCE3.38
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 Plate(Toe-Noll) 2 16d Common Per Foot o¢< R FOR NAILING
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION k W
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, subf oor, roof and interior wall sheathing to 8 FLOOR HEA ER
LIFT CONNECTION IS REQ'D.@ EA.
i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ANCHOR BOLT-TO-PLATE
framing and particleboard wall sheathing to framing, END OF HEADER&@BOTTOM OF
CORNER. -TO-STUD CONNECTION 4 HEADER STUDS,IN ADDITION TO
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 exterior sheathing SHEAR WALLS ONLY CONNECTORS @ WALL STUDS&
THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "It", @ TOP&BOTTOM OF CRIPPLES
3'-0"TO 5'-0" USE (2)2x8,UNLESS OTHERWISE NOTED. to wall framing „
k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. --- _ __..._. --. . _.. ._ - (SLAB ON GRADE,RTC.) III , IV , OR V TO INDICATES THE CONSTRUCTION
I. MIN.BEARING FOR JOISTS BEAMS&STUDS TO BE 3 1/2", Table R602.3 3 Edges Intermediate UPHD8-3,300 lbs.UPLIFT
.__._.-_...._._____..__..._. ._._-.. _ O (8)WS3WOODSCREWs CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
M. PROVIDE SOLID BRIDGING MAX. 8'-0"O.C.IN ALL FLOOR CONSTRUCTION. Requirements for Wood Structural Panel 3/8"-1/2" 6"o.c. 12"o,c. OF THE BCNYS
6d Common
n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c,@ - - - - _.._..._____._.___ ..-._ .. ___.__..._. __._.. _..____________ .._____. ... .__-__-_._._-__...__ OPENINGS s o OR GREATER
Wall Sheathing used to Resist Wind tsd common _ CONNECTION FOR CORNERS OR TO FLOOR TION
4'-5"ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE _ . - ..__.__..- __ ...-_...-_-.__.-- - _ ____- - -.-..._ ___..�__...--.-.--------_.....__._._ _._-_-_-__....___. TWO
' 19/32"-1" TYP CONNECTION FOR z
o.ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressures -.._ -._.___._._.._.___._..____._ _ Bd Common 6"o,c. 12"O.C. STORY 0
__....._._.____ -_- --_._..__..............._.._-._...._._._._--_--_....__.._..._. .__ _ _.___._ .. _._ APPLICATIONS
2018 W,F.C.M. Minimum € Minimum �8/8"%45C ANCHOR BOLT@36"OC A
PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED 11/8"-11/4" 6"o.c. 12"o.c. REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE
p Wood Nominal Maximum 10d Common
VE WHITE ASPECT RATIO:N/L<3i' ,
BY TJI CORP.OR APPROVED EQUAL. Structural I Panel Wail Stud Other wall sheathing WALL HT(H) SEGMENT WIDTH(W) W
q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 j 1/2"Structural Cellusic Fiberboard g ' REFLECTIVE RED s=1" 2 a" �
MATERIAL FOR LOAD BRIG. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span I Thickness 1 Spacing 11/2"Galv Roofin 3"o.c. 6"o.c.
ACCORDANCE w/R602.1. Minimum Nail Ratin I (Inches Inches Panel Nail S acin Ultimate Design Wind Speed(mph) Sheathing Nail PANTONE#187 to'-1" 3'-0"
r.STRUCTURAL FLOOR MEMBERS ARE NOT TO 13E CUT, BORED,OR NOTCHED IN EXCESS -_.- -- 3/32" Structural Cellusic Fiberboard 3/4"Goly Roofing STUD TO FOUNDATION CONNECTION
OF THE LIMITATIONS SPECIFIED IN FIG.R502.8.CUTS,NOTCHES,AND HOLES BORED IN ------- ____......_,.._.__°.__ . .._._.._.w.;_-_._.._. _._i-._.._._____.,__ Wind exposure category 2 all g 3"o.c. 6"o.c.
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field I' 1/2" sum Wallboard 1 1/4 Screws T O.C. 7"O.C. 12MMSN.ON STUD SURFACE AL STRAP, FDESIGNATION FOR STRUCTURAL COMPONENTS
Gyp 2 THAT ARE OF TRUSS TYPE CONSTRUCTION
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN Size Penetration(in) (inches o.c.) (inches o,c.)" B C D N HOLDOWN W/TYPICAL 85/8'INSTALLATION
EAD D ROD N
ACCORDANCE w/R502.8.2.STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ -" " - _ -" - TYPICAL LSTA36
6d Common' 1.5 24/0 3/8 16 i 6 12 140 115 110 I 7"o.c. 7"o.c.
R602.6. (SEE DETAIL) _...___._. ..__ __ _._.._ ---__�.__ _-- _ ..___. _.. _._. -._....... -_._ ..__.__. _ . .. ._ -_ ___._ . _- Gypsum I if
5/8" Wallboard 1516 Screws /
1.75 ;�24/16 7/16 16 I 6 12 170 140 135 i (OR ENT) INCLUDING
W
EQUIVALENT) Lo
S. IN ACCORDANCE w/SECTION R312,1.3 REQUIRED GUARDS FOR HANDRAILS ARE TO Sd Common ------ - 00 structural panels combination su 11oor 38 FLOOR FRAMING,
_ �._ -. _ -- I pa Ibfl REFERENCE3. n " NOTE: "� J
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4 o SPHERE 6 12 140 115 110
Wood1/ F GIRDERS AND BEAMS MAYBE N w
' ___._-_�_.�___-.___?_.__.24_.__._.i�..._.- ---__._L_.______ .�..�_..______,__.._ __.___..._..i.__. ___._-_i._____. ._. _- FOR NAILING
t.STAIR TREADS SHALL BE 1 1/4"'THICK CLEAR OAK,UNLESS NOTED. __ "
U. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"O.c. 12"o.c. STROKE REQUIRED
V.WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT WRAP 16" I C ON E CH STUD
" 3 C4
SILL @16"OC ON EACH STUD L 6" DIAMETER "FIR" FOR SHEAR z Q Q z
GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inches)o 7/6"-1" 6"o.c. 12"O.C. p W V, Q
8d Common /8"%/oC ANCHOR BOLT@36"OC �- ..a
NOT GREATER THAN 450, IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL --
1116'-1 1/4" 6"O.C. 12"O.C. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. Q C Q U
COMPLY w/R302.9.3 10d Common t/4"x36" k"
w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) / TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS
x. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 f 4,000 For wood structural panel roof sheathing attached to gable end roof framing and to FLOOR TO FLOOR CONNECTION SCALE'
y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R702.4,OTHER Conventional light-frame construction intermediate supports within 48 Inches of roof edges and ridges,pals shall be spaced
1-story 12 12 12 12 REQUIRED FOR UPLIFT
FINISHES TO COMPLY w/R702.5,&R702.6. ry at 6 inches on center where the ultimate design wind speed is less than 130 mph and
z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOODOPTIO SHRINAL KAGE
END LENGTH
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 (WOOD SHRINKAGE o 12" YPICAL
greater but less than 140 mph MAY OCCUR ANDCAUSE STRAP TO . SC
4-inch brick veneer over light frame or 8-Inch hollow concrete masonry BUCKLE OUTWARD) e
1-story 12 12 12 12
ROOFING /SIDING NOTES 2-Story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL
a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904, & R905 AND 3-story 32 24 16 12 TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION
o
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE PROP INSTALLATION @ 16'' O.C. y =
CANTILEVER CONDITIONS CLEARS N `fE` 77006
INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. a-inch solid or fully grouted masonry FOR NAILING DOUBLE LVL ( >
17
b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2-10dX1 1/2 yU
STRIPS AND FASTENERS ARE TO COMPLY w/IR905.2.4 & R905.2.5.DETAILS OF 2-story 29 21 14 12
RAFTERS/TRUSS INSTALLATION @ 16"o/c TYPICAL LSTA oA'�OFESSIONa�
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 0dX1 1/2 TO EXIST 2X4 STUD WALL Cat 6"O.C. TYPICAL KST237 LSTA24-9801bs.UPLIF DWG. NAME:
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/R905.2.7.THE REQ'D PLATES I".I 3✓9/16" €, 20GA.1 1/g x24"
UNDER-LAYMENT IS TO CONFORM w/ASTMD7.26, D 1970, D4869,AND D6757,AND IF LSTA24-980 Ibs.UPLIFT 20 GA.
„,a"x24" DETAILS
For$I:1 inch=25.4 mm,1 pouted per square foot=0.0479 kpa. EXISTING 2X4 SILL
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) DOUBLE PLATE END LENGTH
c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PROVIDE BLOCKING 1-MIN. m 12" YPICAL & NOTE S
UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED a.where minimum footing width is 12 inches,use of a single wythe of solid or
„ fully grouted 12-inch nominal concrete masonry units is permitted. z PROPOSED 2X4 DOUBLE TOP
BITUMEN SHEET,IS TO BE USED&IS TO EXTEND FROM THE EAVE S EDGE TO 24 MIN. v PLATE FLOOR-TO-FLOOR o
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7. & N > REFERENCE 3.38 REFERENCE 3.3B
F FOR NAILING INSTALLATION @ 16"O/C FOR NAILING DWG. NO.:
R905.1.2. T2^MIN.
J1
70
d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN
ACCORDANCE w/R703.8, R903.2,&R905.2.8.
e. HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ 2X4 STUD WALL @ 16'
STRAP @
O.C. EACH STUD oss
R703.2 TYPICAL H16 -1470 lbs. UPLIFT ' ' PROP 2X4 STUD WALL @i 6"O.C.
f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ s-todX1 t/2" _ WALL TO CRIPPLE WALL CONNECTION
R703.3.2. TRUSS/RAFTER TO DOUBLE (O.t48"x1 1/2">
PLATE INSTALLATION PAGE 2 OF 2