HomeMy WebLinkAbout39341-Z 4 t Town of Southold 1/27/2016
'. P.O.Box 1179
'' � 53095 Main Rd
Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 38065 Date: 1/27/2016
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 405 Maple Ln, Mattituck
SCTM#: 473889 Sec/Block/Lot: 107.-2-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/27/2014 pursuant to which Building Permit No. 39341 dated 11/5/2014
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:
ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Bouffard,Alfred&Bouffard,Claire
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39341 12-02-2015
PLUMBERS CERTIFICATION DATED
Au • ' ed :ignatu e
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, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
t�
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#: 39341 Date: 11/5/2014
Permission is hereby granted to:
Bouffard, Alfred & Bouffard, Claire
PO BOX 802
Mattituck, NY 11952
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
405 Maple Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 107.-2-12
Pursuant to application dated 10/27/2014 and approved by the Building Inspector.
To expire on 5/6/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $216.80
CO -ADDITION TO DWELLING $50.00
Total: $266.80
1111,
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Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00
Date. /0/2 //1
New Construction: Old or Pre-existing Building: ` (check one)
Location of Property: 0! ' ]/
House No. Street Hamlet
Owner or Owners of Property: [ arced 4 tp
Suffolk County Tax Map No 1000,Section j,0 7 Block 2 Lot ea
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Appl' ant
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Town Hall Annex ��� is ' l0 : Telephone(631)765-1802
54375 Main Road ! lig illi % Fax (631)765-9502
P.O.Box 1179l Q i
• 'Old ..\ • roger.richert(c�town.southold.ny.us
Southold,NY 11971-0959 : �' O
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Bouffard
Address: 405 Maple Lane City: Mattituck St: New York Zip: 11952
Building Permit* 39341 Section. 107 Block. 2 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: C-Cat Electric License No: 953-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel NC Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-30/ Emergency Fixtures Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment: 1- Exhaust Fan
Notes:
Inspector Signature: t •,�_- _P Date: December 2, 2015
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Electrical 81 Compliance Form.xls
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-/COUNT1,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
7[ .1NDATION 1ST [ ] ROUGH PLUMBING
[ , FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKI G
REMARKS: ,,otir-&/ 4-' ‘.) %)---
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DATE t ( /-- INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOU ATION 1ST [ ] ROUGH PLUMBING
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE INSPECTOR AI__
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R H PLUMBING
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE / • - INSPECTOR.
,* *,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] Ijst1iON
[ ] FRAMING / STRAPPING [ (FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE 1-701.V/tf-- INSPECTOR
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4^1 TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION j[r1 CAULKING
REMARKS:
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DATE INSPECTOR
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FIELD INSPECTION REPORT DATE COMME '
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO.3934 is Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O Application
Flood Permit
Examined / ,20 Single&Separate
Storm-Water Assessment Form
.� Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone&) I &3 I r i J
Expiration ,20 C-60
► 6n
Building Inspector
, APPLICATION FOR BUILDING PERMIT
2
7 r Date to fAt ,204_
INSTRUCTIONS
L.
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot p1 e.Fee according to schedule.
- b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work cgr/ered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspections. II
(Signature of applicant or name,if a corporation)
6Ma'l dress pp, t)1 Gam..
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
G+ o., taw,-w cfr*-
Name of owner of premises fit,ce.SV t CIA( ' )oc A
(As on the tax roll or latest eed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officeF)
Builders License No. a 'ii A --}1
Plumbers License No.
Electricians License No. 9 S3 Mr.
Other Trade's License No.
1. Location of land on which proposed work will be done:
yoC _
House umber Streetri � �Hamlet
County Tax Map No. 1000 Section %01— Block 2 Lot 12
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Koc'Deae-f
b. Intended use and occupancy LA`)I. I)GY L4AM
3. Nature of work(check which applicable):New Building 1 Addition V Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Esi'000 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor l
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of me structure with alterations or additions: Front Rear.
Depth Heights Number of Stones ACN
8. Dimensions of enti nyw construction:Front 7 Rear CDepth 6
Height Number of Stories `'
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated /
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V
13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO
Atoka 4 Gw•fkf
14.Names of Owner ofremises ouriPrrtt.D Address yoir I(M'[!IA Phone No. s;
Name of Architect D� Address?L O Dl� Ott,. Phone No
Name of Contractor .C4ft Cp. Address 30.1c 27 Phone No. '3PAreirc
446iPMA-
15
- /
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO !/
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data.on survey./
18.Are there any covenants and restrictions with respect to this property?*YES NO +�
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY /OAF t� )
ow it c v"{. 3jfFF( �v being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D. BUNCH
Nol ar'y Public, State of New York
(S)He is the 'dF V 4C 1'D3 . No.0161,6185a.:.)
(Contractor,Agent,Corporate Officer,etc.) O=;,tlific d 0 Suffolk f:•3! r �/�
Commissionr=r�.,ra.,Ar it __
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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
44111-rh beforedaymoeits ,109l 20/ Lf
/ nc /
Notary Public \ Signature of Applicant
Scott A. Russell te,jcb r _`-�'� STORMWATIEIR.
SUPERVISOR '
2 ; MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179 ' v'
53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold
.( `�
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CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING
(CHECK ALL THAT APPLY'
Yes No
OrgA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑rdC. Sitere aration on slopes which exceed 10 feet vertical rise to
P P
100 feet of horizontal distance.
❑I ' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑M . Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
1:1F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
* If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
* If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with]ur Building Permit Application.
APPLICANT. (Property Owner.Deign Profevional.Agent.Contractor.Other) S.C.T.M. *: 1000 Date
D
Dntnct /aa-1 j'i
sOW/ Section Block Lot
**** FOR BUILDING DEPARTMENT USE ONLY ****
Contact Information (2 I 8,-fro, deal_ 831-poi
ReN iew ed By 6.--"N"\IA/N) J
Date: C)b—) I i V
Property Address/ Location of Construction Work:
O� a , ! I� 0 Approved for processing Building Permit.
t Stormwater Management Control Plan Not Required.
It 1A 7 . - ,1 0Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
Town Hall Annex * Telephone(631)7654802
•
54.375 Main Road � 631)fte 765�-950��
P.O.Boat 1179 roger. - .SOutrlolq.nv.us
Southold,NY 11971-0959
At �,
•
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:),J, Date: z
Company Name: C,_ C C �\ ; L;o�
_-- Name: - - :(� C S1n�t -
License No.: °1S. Fkc
Address: Sk) X))( LA/_' ? \��S
Phone No.: 7C+,�- ccs y ) C .z\ . \u- -
JOBSITE INFORMATION: (*Indicates required information)
*Name: cc Q1 c C1c r eXo Jct/c
*Address: � _ Ar1.1441,cA t in <7
*Cross Street
*Phone No.: Co 3\- 11$—V-41-2-
Permit No.: 3 3Lj
Tax Map District 1000 Section: D'1 Block: Lot
• *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1 N`
L/AL..l 6a-b. 1 \:ht\hoYa.. .. 2.___121.41 _1
__2„.5.12r.AtelaAr
(Please Circle All That Apply)
*Is job ready for inspection: YES / NO -ough In Final
*Do you need a Temp Certificate: YES
Temp Information(If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
- dd1 -1ri1ormetiprtPAYMENT DUE WITH APPLICATION
JAN 2-c2015 :�; P d
L8243equestfor Inspectio Form
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Town Hall Annex •
ti O : Telephone(631)765-1802
54375 Main Road ;
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/COO - / 7- u2-12- TOWN OF SOUTHOLD PROPERTY RECORD CARD .
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OWNER rSTREET •11 6-45 VILLAGE DIST. -648.:, LOT
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, Bo_AY , t TYPE OF BUILDING/ /,.
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RES.2 tO ' SEAS. VL. ;;' FARM COMM. CB. MISC. Mkt. Value ,,l':
LAND IMP. TOTAL DATE REMARKS pd Ss-50 0 /7„„,,41,- c a t,,,/, z_ ,.................... ..
7 6 0 700 ed.,„,-,,,,t-ii 1-17 :.. 115/900 .
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Swampland FRONTAGE ON WATER ----
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Brushland FRONTAGE ON ROAD /epao 0.„ 7
House Plot DEPTH 3*,.s--y•
BULKHEAD
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Total '45" ' DOCK
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IONS:
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4. FINAL - CONSTRUCTION MUST
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LEGEND
EXISTING CONSTRUCTION TO REMAIN
DRAWN: J RABKEVICH I
EXISTING CONSTRUCTION TO BE REMOVED SCALE: NONE
L
JOB #: 16 2 >
1//i//////////�i///4 NEW INTERIOR OR EXTERIOR WALL DATE: 9-15-14 71
ON SHEET NUMBER:
If U EXISTING WINDOW TO REMAIN •��E OF 1\/ -./1/ a
X'—X" CEIUNG HEIGHT R ,�'2:
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DATE: 9-15-14 •f°
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DATE: 9-15-14 .2
, c.,OFNNEyvy SHEET NUMBER: a
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WINDOW SCI-IEDULE ` 0
CLEAP GI-A55 EFFECTIVE WIND PPE55UPE PEQ'D DESIGN
DESIGN W
5Y17DO1-- QUANT 1100EL No, WINDOW TYPE OPEN/NG APER V ENT APER ZONE PPE55UPE PPE55UPE OPENING
ii
PATl1UG Cl-drHES
O 2 TW2432 DOODLE HUNG 2,9 51 2,9 /0 5 2 ,9 -34,1 *30 EXTNG, WATbl7EP PPOPOSED [\4 FA
F.A.I, (
I I LAUNPPY P11m n
ALL WINDOWS TO Of ANPEPSEN HIGH PEPFOPI LANCE OP APPPOVED EOUAL, NOTES; FLOOD I
CALCULATIONS FOP WINDOWS PASED UPON EXPOSUPE P * 17U5T HAVE DP UPGPAPE KIT
COEFFICIENT 1,0 WITH 120 r ph PASIC WIND SPEED, E IJEET5 NY STATE EGPE55 PEQUIPEI'ENT5 ,J
A5 PEP TAPLE P 301,2(2)NEW YOPK STATE PUILPING DOPE. 1%z"
ALL NAPPOLINT WINDOWS I7U5r USE; II n m
m
1/2"HEIGHT 5/1-1-5T-OP(OP STOOL)AND THE ADDITION OF A 1/2"X 3/4"DP UPGPADE 5/1-1-STOP.(5/L1-5[01'5 TOTAL 1-1/4"
HEIGHT AND PEOUIPE THE INSTALLATION OF A SPECIAL 5A511UD
LIFT INCLED WITH DP UPGPAPE 511_1-STOP KITS TO EXISTING U
ALL UNITS 11U57-MEET OP EXCEED THE I7/NIl7UI7 DESIGN PPE55UPE PEAU/PED,ANY/MULLED UNITS 11U5T MELT OP EXCEED SEPTIC SYSTEl7 EXTNG,
3"
1.5 TINES THE DE5/GN PPESSUPE PEQUIPEP AND NT USTPANSFEP LOADS TO THE POUGH OPENING 5UP5TPATE,ALL EXTEPIOP 11,T, P/ /EP D/AS A
GLAZING IIU5T DEET A5Tl1 E/996 TEST PEOUIPEMENTS A5 PEP NEW YOPK STATE PESIPENTIAL CONSTPUCTION CODE,
PEFEP TO SECTION P 1609.1.4 FOP ALTEPNATIVE OPENING PPOTECTION, N,T,5, T T
r
ALTERNATIVE FOR OPENING PROTECTION POOF CONT, V._,., PI
APal17'EGTUPAL GOMP05/TION 51-1/NGLES OVEP
'''--- \ 2
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF F 8'-0", �/ d
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS 15#BL }�DG! /IQ PSP W/lGE/^VV ET1IEP SHIELD �J @ I EPI/I ETEP� ff VALLEYS
v
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. /8
(REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) ON 5 (GDX 1}�Ll,ON#2 Of,2"X6"P,1z,@ 16'r O,G,w/ZrrX4 G,r @ 16r'0,0,
W/APPPOVED PAFTEP P T'O PLATS TO STUD t 1UPPIGANE G1-I1
TABLE 1609.1.4 (SEE 5PEGI>=IGATlON5 SnEET) EX15TING 2ND,LOOP
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
FASTENER SPACING(INCHES) /,(`(f) 2"X8"
PANEL SPAN< 2-0"<PANEL 4'-0"<PANEL 6'-0"<PANEL 12 /-„ �(��//�`1 , P/DGE "
FASTENER TYPE 2'-0" SPAN<4'-0" SPAN<6'-0" SPAN<8'-0" I- /1(//(x6/ EXISTING 2"X8"2"X8"G,J,
/
2 1/2" #6 WOOD SCREWS 16 16 12 9 j2"X6"G.J.W/POW* \
WALL. CONST, I/
2 1/2" #8 WOOD SCREWS 16 16 16 12
GWDA '5Y1INGLES (rIATG11 EXIT,)OVVP
A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF
- HEIGHT OF 33'-0"OR LESS #.30 FELT OVVP VB"GP PLY,ON
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. #2 DT,Z"X4"STUDS @ 16"O,G,W/P15
CD O
TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE I=
CAPACITY OF 490 LBS. WITHDRAWL INSULATION 1�ETWVEN W 0
C. WHERE SCREWS ARE
` w
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM
W/APPPOVED 11UPPIGANf STPAPS TO -CP Q w
STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION PLATES ( FE SPEGl1=IGATION5 51IEET) 00 I--- Q z (f)
FOR WALL OPENING PROTECTION OF120 MPH 3SECOND WIND GUSTS
(MAXIMUM MEAN ROOF HEIGHT 35) PPOPOSEP EXISTING PINING PM ~
FLOO1' CONST LAUNDPY PI-1 § „LiJ
MULTIPLE SECTION ASSEMBLY:1/4" '�/4"TSG ADVANTEGI1 SUIS Fl-,OP EQUAL O Q <
11111
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THICK BOLTS @ 2'OC rrrrrrGLUED AND Nt1/LSD ON Z X6 P >=,J. @ 16 O,G. o
=-� W/ 19 INSULATION D TWI N
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I
SHUTTER1'1 \ . . . . i---.
ASSEMBLY I
N.T.S. OUNDAT7ON CONT',
FOR PANEL SPANS:0<4'-0"WIDE SPAN
TABLE 1609.1.4 % "ANCROD BOLTS 4''O"0,G, 1''O"FPOM GOPNEPS
DRAWN: J RABKEVICH
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") W/AGO 5/1.-1—PLATE 511-1— GASKET AND T'P17IT 5Y1/iLD SCALE: AS NOTED
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION. W/APPPOVEP I1UPPIGANN 57-PAP. TO STUDS ON JOB #: 162
ASSEMBLY: A8"P,G,1 PN,WALL OP 8"X8"X16"GIYU ON 8"X16"l'G FOOTING W/(Z)#4
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR DATE: 09/15/14
STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER P'I3AP 31'O"on-OW GPAPE(SEE SP.GIfIGATIONS. 1-1EET) OF N
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: E Flryd
#10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 Y2"(W/WASHERS)MACHINE BOLT 12"O.C. , �. DF - '-0 SHEET NUMBER:
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCC ,THEY SHALL BEATTACHED .�.�°Fo
UTILIZING VIBRATION RESISTANT ANCHORS HAIVINGA MINIMUM WITHDRAWL CAPACITY OF 490 lbs. �. U.
SHUTTER ASSEMBLY r` , s �)�x(� '
N.T.S. SEC / IOC/ A _ ,,,.
FOR PANEL SPANS:4'-0"OR WIDER SPAN ,,...`'„ W
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. ; e4Za„, a •e ,,
A,4
NOTE ADDITIONS: p •
CI
2x4
ASSEMBLY:
@ 24”OC 3 rr CO" A190FFSS(O�P C
1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(WI WASHERS)GALVINIZED OR STAINLESS STEEL SGAL : /g ---= 1'
4 OF 6
WOOD SCREW @ 12"O.C.
CD
6ENDP.AL GON5T1:UGTION NOTES 0
1,771E INFOk NATION ON 7d15 5TT OF CONST RUCTION DOCUMONT5 IN TO FOLATE B/ONN 00516N INTENT AND FPA111MS DETAILS.TREY ARE INTENDED AS A
CONSTRUCT/ON AID,NOTA 5UB5TOurT FOP GENERALLY ACCEPTED 600D BUILDING PRACTICE AND COMPLIANCE WOO CUPPENT NEW YORK STArO PLOWING 0 0
CODES.TRE GENERAL CONTRACTOR IN PE5PON5IPLT FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TOTN5UPE A o
PROFL55IONALLY FINIS0ED,STRUCTURALLY 50UND,NJDWTATOORPROOFCOMPL£TEDPRODUCT.
2.6ENORAL CONTRACTOP TO COORDINATE ALL NUT CONTRACTORS,SCIEDUUN6 OF WORK,AND INTERACTION POTWTTNTPADES
U)
3.71E GENERAL CONTRACTOR 15 PE5PON5I0LT FOP ENSURING TRAT ALL WORK AND CONSTRUCTION MEETS OR EXCEEDS CURRENT FEDERAL,STATE,AND Z
ALAN GOVT IV[ LOCAL CODES,ORDINANCES AND RTC-PLATIONS,TIC.7115E CODES ARE TO OECONSIDEPED A5 PART OF rnT SPECIFNATIONS FOP 7115 FLOWING AND O
1�00� 1'Al IING NAILING SGt�I DUL 500UW BE ADOTPTD TO EVEN IF THEY APE INVA IANGEW nTROP AN -
OCCUPANCY 0LA551FICATION 63 625/DENTIAL JOINT DE5G61PTlON NAIL QUANTITY NAIL SPACING NOTES 4.DIMENSIONS SCALL TAKE rercro0Nr OVER 50ALE DPANIN65(Do Nor SG/I-O DPANINGS). >
BUILDING 115E S/NCTLE FAMILY DWELLING 5.TOT DESIGNER 0A5 NOT TEEN ENGAGED FOP GONSTRU T/ON 5UPER1/I5/ON AND A55U11E5 NO PE5PON5/PI1-ITY FOP,CONSTRUCTION COORDINATING
00I1-0iN6 H2/GHr 5EE PLANS 8'WALL;3-8D COMMON Wlr/TtTSO PLANS,NOR RP5PON5IDILIT'FOP CONSTRUCTION MEANS,IIETRODS,TOCONICUTS,5EGYJTNCT5,OP PP000DVPT5 OP FOR 5AF07Y CK
6AFTE6 TO TOP PLACEl0'WALL;4-80 COMMON EAG/1 6AFTE6 TOE NAIL-
TOTAL-
AIL
TOTAL 50.Ft.OF CON5T6UC1I0N 5EE PLANS PRECAUTIONS AND PROGRAMS IN CONNECTION Wird TRT WOOL.rnORT ART NCWAP.T/NTIES FOP ASPECIFN UST EXPRE55ED OP IMPLIED INTn0115E OF
TONE PLANS.
P6E5G1IPTNE/5 PEP N.Y.5,6E5IDENTIAL CONSTIE'UCTION CODE AND CEILING JOIST 8'WALL;3-8D COMMON
DE5/GN 061106/AEACH JOIST 102 NAIL 6.REFER TO FLOOR PLANS,EXTERIOR ELLVATION5,AND WINDOW SG/TDULT FOP TYPES AND 5705 OF WINDOWS.ALL WINDOWS TO PE ANDERSEN 0161
15' 5 95BG/1l6HWINO EDITION,WOOD FPAME MANUAL TD TOP PLATE !O'WALL;4 8D COMMON Q
FCAM/NG ELEMENTS A5 PEP FLOOP PLANS,C6055 SECTIONS AND GENEC AL NOTES GE/LING JO/5T TO A5 PEP TABLE 01 PERFORMANCE OUAurr OR APPROVED EOUAL,
,_rtzl,
EXT.BALCONIES GO
P/6/I-LEL-6AFTE6 WFGM-5190 2A0/1 LAP FACE N/VL 7.POOR'AND WINDOW READERS ro Al-16N UNLESS ornERWI5E NOTED.
DECKS 40 CEILING JOIST LAPS A5 PEI'TABLE 3.7 6.GENERAL CONTRACTOR 15 TO ENSURE DRAT MASONRY AND PPEFABRIGATED FIREPLACE CONSTRUCTION MEETS ORTXGE0D5 ALL IIANUFACTUPEP'S
OVEI'PARTITION WFCM-506 2A0/1 LAP FACE NAIL SPECIFICATIONS AND ADPL ICADLT COD05.
ATTIGS W/O 010 AGE !O
A5 PEI'1/61-6 34 9.GENERAL COM-PACTOPTO CONSULT AND COORDINATE WOO TME OWNER AND rnO PLANS FOR ALL DOLT-IN ITEMS SUCO A5 000KCA5O5,S/ELVIN6, {�
DESIGN LOAD CALCULATIONS ATTICS WITH 5T06AGE ZO COLLA6 TIE TO 1 AI 161 WFCII-5/30 EACH END FAGS NAIL PANTRY,CL05e15,ETC.
(LIVE LOADS P5F)
6001(G6OUND SNOW LOAD) 49 10.PROVIDE 0APPWIPED 5I70KE D0r0CTOP5,WITO BATTERY BACKUP,ON ALL FLOORS AND IN EAGO PEDPOOM,VTPIFYWOO LOCALCODE PTCIJIREMENIN A5
/LOCKING TO 1:/616 2-8D COMMON EAGYI END TOE NAIL PEP SECTION 0317,NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.INSTALL C//BON MONOXIDE DETECTORS A5 PTR CODE.
600115(ETH26 THAN SLEEPING) 40 Y 1
600115(SLEEPING) 3O 1:lM DOA6D TO 6/612 2-160 COMMON EACH END END N/VL M
51/165 40
6UA6D6AlL5(ANY Dll EGTION) GENEI'AL FOUNDATION N0120P 2
200 WALL /I'A/'1ING NAILING 5G11fDULE' I,STNTRAL GONTPACTOP TO PEVIOW PLANSELT/ATIONS,AND DETAlL5 TO DETERMINE INT0NDTDOT151rs OF FINISOED FLOOR(SABOVE TYPICALGRADT. 0
Ali
2X600066 0/1600KY 2.ALL FOOTINGS r0 REST ON UNDISTURBED SOIL. ®
LOAD PAT/1 SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE JOINT DE5G6IP1ION NAIL-QUANTITY NAIL SPACING NOTES
P.PROVIDE Y,"EXPAN5ION JOINT MATERIAL-0E7 WEEN ALL CONCRETE SLABS AND ABUTTING CONGPTrT OP MASONRY WALL-5 OGCUPPIN6 IN EXTERIOR OP
(6006-FOUNDATION) AND GENERAL NOTE PAGE UNnTArODArmor'APOAS. ?T I
NAILING 5676001-6 56E GENET:AL NOTE SHEET TOP PLATE TO TOP PLATE 2-160 COMMON PEP FOOT FACE NAIL T Al M
522 NOTE:1 4.CONCRETE ON 4"SAND OP GRAVEL FILL MINIMUM,W17-116X6-10//0W/PT MTS0 REINFORCING,INTERIOR SLABS TO BE PLACED ON 6 MIL SrADILIZED
206255 5EE 11-006 PLANS AND WINDOW 5G/1EDULE TOP PLATE AT POLY TTTYLENE VAPOR P.
/ARP/E
PLUMBING 6/566 D1A6 /J7 066 61566 D1AG6AM PLANS INTEI'SEGTIONS 4-160 COMMON JiOINTS EACH 510E FACE NAIL 5,PROVIDE GPM'L 5F'ACE VTNnLArION PER LOCAL CODE PTO iRTMENrS. el
Eli E PI OTEGTION 5EE FLOOK PLANS
(SMOKES GO2 067201065) 0100 TO 0100 2-16D COMMON 24"O.G. FACE NAIL 6.GENERAL CONTPAGroP ro INSTALL GOP-P-lox(OP CCPPEP)5000T MTr/LTERMITE 5d1ELD5 PETWTTNALLWOOD S JRFAGOSTI/IT APT OXPONOD TO , w
CONCRETE OP MASONRY SURFACES Y
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T6U55 DE5/6N N/A-51/N0/60 01/01(16/112 CON5T6UCTION
16"O.G. 1.DAMPPROOF EXTERIOR OF FOUNDATION WIrn ABlrUMINOUN COATING A5 PER CODE AND 5011-CONDITIONS
ENE66Y GALGULATIONSq 6E5Gtf�-/EGK 4.4.23 HEADE6 TO HEADE6 i6D COMMON ALONG 2DG25 FACE NAIL
C/_//1/117C c1- SEO GPAPl l I G DE ISN CPI I TF1 ' TOP 06 2071011 2-16D COMMON PEP 2X4 5100 END NAIL G2N26AL FL006 PLAN NOTES6-%111-1 0.
PLATE TO 5100 3-160 COMMON PEF 2X6 STUD i.01110N5LN5 SdALL TAKE PRECEDENT OVER SCALE DPA/1N65(DO NOT-SCALE DRAWINGS).
G60UND WIND 5E/5/1/0 16051 W/NTE6 /GE5/1IZLD FLOOD -rg14- -1 \il R
SNOW 56220 D25/GN W2ATYIE6ING LINE T26MIT2 DECAY DE5/GN UN0E6LAYMENT /1AZA6D5 80110/1 6121E 1011-006 2 ALL INITPIOPWAL-5 ro BE GOVEREDWIT-Lt x"GYPSUM BOARD wird MTrAL CORNERPENFORCING.TAPE,FLOAT,AND SAID
1-0/0 (MPH) CAT2GOKY DEPTH TEMP. 62QU1620 JOIST,DANT)JOIST, FADE NAIL (3 COAr5J
Z-160 COMMON FEF FOOT
/10006/10 5L16-/1T TO END JOIST 06 BLOCKING 522 NOTE:1,2 ,W A1L-5 COMMON TO 6AP/6T AND 00050 To dA✓T A LAY EP OF 5/8",FIRE RATED 6Y P51111 BOARD AT GARAGE 510T WOO 5'-0"RETURN ON ADJACENT WALLS AND
451-25. 120 B 56/262 'Fr TO HEAVY 1100E6ATE 11 NONE NONE COILING.MAIJUFACTURED LUMBER 0E00/0E5 2 LAYER5 OF 5/8",F/PE RArOD GYPSUM BOARD.
POOF /-1ATNING 1' QUIT' I'I NTS Ol'WIND LOADS' 4.ALL PATI AND TOILET AREAWALLSAND GEILIN65ADJACENT TOWET APE A57-0RA✓EWATERRE5157ANTGYP5UMD0ARD,ORWALL TILE SETONWONDERBOARDOP
f-LOOI'f1'AI"TING NAILING _ CI- DULE; EOAL
5I1EATl1/NG LEGATION NAIL SPADING NAIL SPACING AT 1NT26M6D/A16 NOT25 G2N66AL PLUMDING NOT25
I.5UPP06T5 IN THE PANEL-61E1-0 PL-UNPINS OUDCONTFAGTOR TO BE R05PON5DLE FOR ADOEPING TO ALL AFPLlCAPLO CODE AND SAPTTY REIXJ/EMENTS.
Al PANEL 20025
JOINT D25G6/PTION NAIL QUANTITY NAIL SPACING NOTES
4'626/ME126 EDGE ZONE 8,1 COMMON 06"O.G. 8d COMMON a 6"O.G. 52E NOT25:1,3 2.IF WALL PLATES OR J0I5T5 APT CUT DUPING TIRE INSTALLATION OF PLUMING FIXTURES OR EOUIPMENT PROVIDE PPACING OO I/O FRAMING BACK
520 NOT25:1(1201/1 FIELDS) J0151 TO 5/11, TOYS01RTR.
INrE6/06 ZON2 8d COMMON 6 6"O.G. 8d COMMON 012"O.G. TOP PLAT2 06 Gl6DE6 4 8D COMMON PEC JOIST 102 NAIL Z
NOT 2106 PANEL FIELD G2N2%AL M/AC 5Y5r2M NOTES O
GABLE 2NDWALL 6/KEB6/DG1NG TO JO151 2-8D COMMON EACH END TOE NAIL I.MEcdPoWCAL SUDl,f7NTPACT OR 15 RE5RON5I0LE FOR ADRENO TO ALL APPLK,ABL E CODES AND 54E077PEOUIPOMENTS.
AND 6AK2 161155 8d COMMON 04"O.G. 8d COMMON e 4"0.0. 5E6 NOT25:1,3 I—
2 INAC 5UDCONTRAGTOPTO FULLY COORDINATE ALL NY5rTM DATA AND REOUIREMEN N h/'OO 7770 EOUIPFIENT SUPPLIER.
NOTES BLOCK/NG TO JO151 2-80 COMMON 6AG6 END TOE NAIL P,VAG SUDGONTRACTOR TO PROVIDE FINAL SYSTEM L AYOUr DR/IVINS AND SUBMIT IT70 GENERAL GONTPA;ror,GINNER,AND EOUIPMENT SUPPLIER FOP
THE56 NOT25 APE ONLY TO BE 62FE6660 r0/F MENTIONED 5C/1EDUL2 NOTES ONLY. FINAL REVIEW ANDAFPPOVAL. LL
l). 106 A-0015/16ATH/N6 WITHIN 4 FEET OF THE PE6/1E126 EDGE OF THE 6001,INCLUDING 4 FEET-ON MOCKING TO 511-1-
3_16D COMMON EACH BLOCK TOE NAIL /
EACH SIDE OF THE 6001 PEAK,THE 4 FOOT PEP/MiffEDGE ZONE ATTACHMENTS 62(X1162 SHALL BE 06 TOP PLATE G2N26AL F6 NOTES `J
1.ALL WALLAND 21S,2X4 AND 216,TO BT 5TUD GRADE OP BETTER 16"O/G.ALL Or000 FRAMING MATERIAL-TO BE#2 D006L.A5 FIROPTErTEP. Z
2).1AB01AT2012/NCH O.G.NAIL SPACING/551.11125 5H2ATH/N6 ATTACHED TO 6AFT26/1%U55 FRAMING L2DG26 5161E TO DEAN 3 IGD COMMON EACH J0I51 FACE NAIL2.ALL WOOD FRAMING IN coNrAcr wlrn CONCRETE OR MASONRY ro BT PPE55JRTTREATTD. CD W
M2MBE65 WITH 6,0.49.F06 F6AM/N6 M6MB265 WITH<O.42<G<0.49,1/16 NAIL SPACING SHALL 26 W W
JOIST ON 1-00626 3.PROVIDE DOUD E FLOOR JOINT5 UNDER ALL WALLS PARA LEL TO FLOOR J0157 SPAN DIRECT/ON UN 055OTOOSV/SE SPOC/FIOD,
6200020 TO 6 INCHES O.G. TO DENT 3 8D COMMON FE6 JO/51 102 NAIL -- CD
3).T/001ATED 4/NCH O.G.NAIL SPACING A550/1E5 SHEATHING ATTACHED TO 6A1TE6/T605516AM/NG 4.PROVIDE X-BRACING OP 50LID BLOCKING ATA MAXIMUM OF 8'0'0/C FOP ALL DIMTN5/ONAL LOVER FLOOP JOl5r5. 1— Q
/12/12265 WITH 6,0.49.F06 F6AM/NG M2MB2%5 WITH,0.42,6.0.49,11/6 NAIL SPACING SHALL Of BAND J0151 10 JOIST 3-160 COMMON PE6 JO/5T END NAIL 9.FLOORCON7PucnON:i' TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR. ~ Q zki
6EDUGED TO 3 INCHES O•G. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. 0
BAND JOIST TO Z IGD COMMON PE6 FOOT TOE NAIL 0 II z
WALL _ tIEATi� l'ING QUl1' l I N[ X01'WIND LOADS' SILL 06 TOP PLATE 5E2 NOTE I 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2X10 UNLESS OTHERWISE SPECIFIED. ALL INTERIOR HEADERS TO W CC (f)
BE (2) 2X10 UNLESS OTHERWISE SPECIFIED.
NAIL 5PAGIN6 NAIL SPACING AT INTERMEDIATE 0 Q < I—
SHEATHING LOCATION NOTES
Al PANEL 205E5 SUPPORTS IN T/12 PANEL FIELD 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. L— cK
52ENOT25:1,30BOTH1/6L05) 1'OOF St1EATflING NAILING_ CliEDULE' 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. CL LL 0 I
1NT26/06 ZONE 8d COMMON 46"0.G. 8d COMMON s 12"O.G.
NOTE:2 FOP PANEL FIELD
4'PEPIMETE6 EDGE ZONE 8d COMMON a 6"O.G. 8d COMMON s 12"O.G. 5E6 NOTE 3 JOINT 0E5C61PT10N NAIL CXJANTITY mil_5PAGIN6 NOTES 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. O I—
m z
NOTES 51600106AL PANEL 8D COMMON /01166 1A13L2 198 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH V EXTERIOR GRADE PLYWOOD OR %' OSB PLYWOOD, GROUP
WFGM 5BG NONE 1, APA RATED. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. O
1/656 NOTES APE ONLY TO BE 6E16%6ED 10/F MENTIONED 5C/1ZDUL2 NOT25 ONLY.
U. F06 WALL SHEATHING WITHIN 4 FEET OF THE CO6NE65,THE 4 FOOT EDGE ZONE ATTACHMENT 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. (.3
62011/62MEN155/1/LL22056D. OILING STI fT1�lNG NAILING 5G1� DUL 12. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS,
2).TABULAT20/2/NCH O.G.NAIL SPACING A5501165 SHEATHING ATTACHED TO 5100 6%Al7ING 11EMDE65 PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES.
WITH 60.49.F06 F6AM/NG/16/1/265 WITH,0.426,,THE NAIL SPACING 511/1-1-06
62DUGED 101-/NC/125 0.0• 13. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS.
3)•FOP 0X106106 PANEL 5/0/NG,GALVANIZED BOX NAILHALL
S S 06 PE6MITTED TO 122 USED TO BE JOINT DE5G6/PTION NAIL OU/NTITY NAIL SPACING NOTES 0
14. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. _J U
�"00,EDGE
5005T/TUT20 F06 COMMON NAIL-5. GYPSUM WALLDOA6D 50 GOOLE65 NONE 0
I-LOO1'. 11 ATI1ING NAIL-INS SGI1WDUL 10"O.G.FIELD 0
6ENE6AL WIND P60TEGTlON CONNECTION NOT25 U
co
ADAPTED FROM STANDARD FCR nURRIGANO RE-5151/NT PE5lUONTIAL GON57RUGrlON;5510/0-99 AND/99'3 50G 1I61WlND EDITION WOOD FRAME
JOINT 025G61PT/ON NAIL 00/WIIR' NAIL SPACING NOT25 WALL 511z4TI1ING NAILING SGf 1 DULE' CONSTRUCTION
FA5TTNOR5 AND CONNECTORS FOR WOOD FRAME CONSTRUCTION ZS
5T6UCTU6AL PANEL 6"O.G.EDGE Z
I"061-255 8D COMMON 12"0.0.1/61-0 NONE JOINT 0E5G6/PTION NAIL QUANTITY NAIL SPACING NOTES 1.AGONrINuouS LOAD PArn BEnvEEN FOOTINGS,FOUNDATIONS WALLS,FLOORS,571105 AND POOP FRAMING SnALL Of PROVIDED.
NOTES 2.APPRO✓OD CONNEGIOP5,ANCROPS AND OTREP FASTENING DEVICES NOT INCLUDED INTO STANDAPD DUOI-DINS GODS,TADLO 2,06.15OALL OE DRAWN: J RABKEV1CH
I 'A5 P261ABL2 3%, INSTALLED IN ACCORDANCE WOO MANUFACTURER'S PECOMMENDATION5. C
5T6UG1U6AL PANEL-5 80 COMMON NONE
WF017-520
1/1052 N01E5 APE ONLY TO 1''2 62F2662D 10/F MENT/ON2D 5C116001-2 N0125 ONLY. 3.METAL PLATES,CONNECTORS,SCREWS,1201-75,AND N/JL5 EXPOSED DIRECTLY TO TOO IYEArnER OR SUDJOGrTO SALT CORROSION IN COSTAL A?TA5, SCALE: NONE p
1). NAILING 6600/62MENT5/6E DA5E0 ON WALL 5HEAT/1/NG NAILED 6"ON-G2NT66 AT 11/2 3"O.G.1002 SnALL OE 57Alr✓LE55 STEEL oP par DIPPED GALVANIZED.
PANEL EDGE IF WALL SHEATHING 15 NAlL20 3"ON-GENTE6 AT THE PANEL 200E10 %,"0512 PLYWOOD 6D COMMON 6"OG FIELD NONE JOB #: 16 2 >
OBTAIN/11G/1E6 5/12A6 GAPAGI1720,NAILING 6EQUl6E/1ENT5 F06 51600106AL 116/112665 14.Wn0R0 WINDOWS AND DOOR51NTTRRUPT WOOD 57-PICT-OPAL PANEL 51EAT/INS AND 5/DING,FPAMINS ANCRCRS ORCONNECTORS 51/1-1-BE PROVIDED
SHALL BE DOUBLED 06115E ALTERNATE CENNECTE65 SUCH A5 5/10/6 PLATES,SHALL OE GYPSUM WALLBEAPD 5D CEOLl0"
E65 O.G.EDGE O.G.1/21-0 NONE A7 me TOP AND BorroM of CRIPPLE sruDS,REAPER STUDS,AND AT LTASr ONE 57-UP AT-FAO-15117E OF OPENING D ATE: 09/15/14 1a
0520 TO MAINTAIN WAD PATH 9.P/DOT STRAPS SCALL BE ATIAGREDTO EACn PAIP OF OPP05/N6 RAFTERS EXCEPTWOEPE COLLAR TIES OF/X6 OP 2X4WMPER 15 LOCATED IN UPPER
2).WHEN WALL 5H2ATH/NG 15 CONTINUOUS EVE%CONNECTED M6/1BE65,T/161ABULATED TRIPE)OF Arne SPACE AND ArrAGOTOTAGM PAIR OF RAFTERS. SHEET NUMBER: 0
NUMB26 OF NAIL-5 5/1ALL O2 P2%M/TT2D TO 620UG2D TO 1-160 NAIL PEP FOOT, 6.UPLIFT CONNECT/P5 OALL BT PPOVIDED Ar EACOPAFTEPPTAPING. Q F N E' Q_
7,FLOOR TO FLOOR COLD-DOWNS TO BE PROVIDED EVERY 48,AND Ll/0P'/6"WIrON 4'OF EXTERIOR COPNEPS.
(01,„;\
!� DE �� Z'
8,SILL PCArT r0 FOUNDATION ANG10PA60:5/LL PLATE SdALL BT NJGRORED70TOO FOUNDATION Wlrn ANG10R BOLr5 nMIN6 A I J 411,-,-N4,,*.,-��'10 .� U
5/8"AND 3"X 3"X 1/8"WA50EP5,A MINIMUM OF ONE ANCIOP DOLT 517L-1-DE PRO✓IDEDWITOIN 670/2 INC/E5 OF OAC/OND OF i',•/1 Y 1/ Al 7Y, - ll )
BOLTS SMALL RAVE A MINIMUMTMDEDMENT OF 7/NG0ES IN CONCRETE/17A50NPY FOUNDATIONS.ANGOOR DOLTS S/ALL BE • 'T A'f/IN/ I1/C. ". !"•3 r A- u_
-.:,,,,g,,i x An 5
CORNERS AND Ar SPA GING NOT EXCEEDING 4 FTTrON CENTER. C� _-;y�,
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CC
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POST ANCHOR:OR COVERED PORCHES A31.SERIES _
A RAFTER/RIDGE/RAFTER WITH CT 11�� , , _ 1 OR 2X4-1s' 0 C COLLAR liES MIN.
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SIMPSON LFTA _:1 SIMPSON CS16 36"LONG `"1 I =I,I �i,M
\I I`. EVERY OTHER STUD AND \I I' SIMPSON CS20 36"LONG .7\, SIMPSON CS2016"LONG 7\,
�` I ' EVERY STUD OVER HDRS i, ( , RIM BOARD `'�I RIM BOARD \�, O �' `�
1ST.FLOOR TOP PLATES �� �� A1Fe Ir% � k 1 r
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DRAWN: J. RABKEVICH
SCALE: NONE 0
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C9 STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS JOB #: 162
DATE: 09/15/14
N, _ E OFNEw' SHEET NUMBER:
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