HomeMy WebLinkAbout48478-Z OF S00
4,a ryo�o Town of Southold
P.O. Box 1179 ;
�04 53095 Main Rd
Southold, New York 11971
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CERTIFICATE OF OCCUPANCY
No: 46526 Date: 09/25/2025
THIS CERTIFIES that the building ALTERATION
Location of Property. 555 Pinewood Rd Cutchogue, NY 11935
Sec/Block/Lot: 110.-3-6
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/15/2008
Pursuant to which Building Permit No. 48478 and dated: 11/14/2022
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:
Alterations/repair of existing attached garage as applied for.
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The certificate is issued to: Richard Gerstung,Kimberly Gerstung
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 4019150 3/16/2009
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PLUMBERS CERTIFICATION:
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o�SUF ck � TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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TOWN CLERK'S OFFICE
SOUTHOLD, NY
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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#: 48478 Date: 11/14/2022
Permission is hereby granted to:
Gerstung, Richard
555 Pinewood Rd
Cutchogue, NY 11935
To: ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
Replaces BP #36653
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At premises located at
555 Pinewood Rd, Cutchogue
SCTM #473889
Sec/Block/Lot# 110.-3-6
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Pursuant to application dated 8/15/2008 and approved by the Building Inspector.
To expire on 5/1512024.
Fees:
PERMIT RENEWAL $150.00
Total: $150.00
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Building Inspector
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o�SUF c��o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
z TOWN CLERK'S OFFICE
Wo . 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#: 36653 Date: 8/24/2011
Permission is hereby granted to:
RICHARD'R GERSTUNG
P.O. BOX 124
CUTCHOGUE, NY 11935
To: ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
REPLACES EXPIRED BUILDING PERMIT # 34114
At premises located at:
555 PINEWOOD ROAD CUTCHOGUE, N.Y. 11935
SCTM # 473889
Sec/Block/Lot# 110.-3-6
Pursuant to application dated 8/15/2008 and approved by the Building Inspector.
To expire on 2/2412013.
Fees:
PERMIT RENEWAL $100.00
Total: $100.00
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Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO_ 34114 Z Date AUGUST 18, 2008
Permission is hereby granted to:
RICHARD & KIMBERLY GERSTUNG n
p� Rnx �-4 ASS �hP� IC_C�
CUTCHOGUE,NY 11935
for
ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
at premises located at 555 PINEWOOD RD CUTCHOGUE
County Tax Map No. 473889 Section 110 Block 0003 Lot No. 006
pursuant to application dated AUGUST 15, 2,a0� � approved by the
Building Inspector to expire on FEBRUARZ8, 2010 .
Fee 200 . 00
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COPY
Rev. 5/8/02
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5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET -- NEW YORK, NY 10038 C�
5 CERTIFIES THAT 5
5 5
Upon the application of upon premises owned by 5
55 55
5 RICHARD GERSTUNG RICHARD GERSTUNG 5
5 5 PO BOX 124 PO BOX 124 5
CUTCHOGUE-NY 11935 CUTCHOGUE, NY 11935 5
5 5
5 Located at 555 P!NEWOOD RD CUTCHOGUE, NY 11935
5 Application Number: 4019150 Certificate Number: 4019150 5
5 5
5 Section: Block: Lot: Building Permit: * BDC: ns11 5
5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
L5� First Floor,garage,Attached Garage,Outside,
5 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
55authority having jurisdiction, and found to be in compliance therewith on the16th Day of March, 2009. 5
5 Name OTY Rate Rating Circuits Type
5 Wiring And Devices 5
Fixture 6 0 Incandescent 5
5 Outlet 6 0 Fixture 5
5 Outlet 9 0 Gen,Purpose 5
5 Receptacle 1 0 GFCI
5 Receptacle 6 0 Gen,Purpose 5
�5] Switch 3 0 Gen,Purpose 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 sea/
5 , of 1 5
5 5
5 5
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
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OF SOUTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FO ATION 2ND [ ] INSULATION
[ FRAMING TRAPPING [ ] FINAL
[ ] FIREPLAC IMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: /��-9✓ 7/ / ,Zs cJ fJ�2-c�c� of �-
041--1 Z&u� �
DATE INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
-
[ ] FOUNDATION 1ST [ ] ROU H PLBG.
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL OUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
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DATE INSPECTOR
SOUTyOIo - ---
1 TOWN OF SOUTHOLD BUILDING DEPT.
°`ycaurm��' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION/CAU
n�LKING
[ ] FRAMING /STRAPPING [ FINAL G .0 kT5-;
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL
REM KS:
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DATE l'-1 Lv INSPECTOR
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COMMENTS
FIELD INS RECTIONREPORT I DATE
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FOUNDATION (1ST) pOj
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FOUNDATION (2ND)
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ROUGH FRANDNG& I
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INSULATION PER N. Y.
STATE ENERGY CODE
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TOWN OF SOUTHOLD .. - -�u -- -,}j � BUILDING PERMIT APPLICATION CHECKLIST
RT BUILDING DEPAMEN 3 '' Do you have or need the following,before applying?
TOWN HALL I_��__ � G `� �5 100 . '�� Board of Health
SOUTHOLD,NY 1197� M_4 T 4 sets of Building Plans
TEL: (631) 765-1802 PlanningBoard approval
- T"0`r�ld Gr SQUTH00 PP
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. � �� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 b� Storm-Water Assessment Form
Contact:
Approved ,20(:9
Mail to: RO 6y-- 6 3 2
Disapproved a/c Gel�/ o /
d Phone:
7
Expiration ,20/
Building Inspector
APPLICATION FOR BUILDING PERMIT n. ' 9
DateIJG�, 1 , 20 o
INSTRUCTIONS
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 plan to scale.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 covered 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.
K6/V1
(Signature Af applicant ol name,if a corporation)
ro 6- 632 Sov+-I^-o W
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
&Lf4
Name of owner of premises e;crs-(yn1
(As on the tax roll or lates deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on whichX
osed work will be done:
S6S LuVooD 4oa oL.
House Number Street Hamlet
County Tax Map No. 1000 Section 10 Block 3 Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises anc intended use and occupancy of proposed construction:
a. Existing use and occupancy re GI4WIep- w !�wo-
Lj
b. Intended use and occupancy S' Le_ 2Side IXU_ v a. A-
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost A 's� Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
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 ) I '-!�I Rear Depth 30 "8
Height )a'-O` Number of Stories 1
Dimensions of same structure with alterations or additions: Front a I �" Rear
Depth SO'- g u Height l o`- 3 Number of Stories 1
8. Dimensions of entire new construction: Front Rear Depth
Height (0 `- 0 u _Number of Stories
9. Size of lot:.Front 100• 10 Rear. ( 00. 0 Depth 0
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 NOX_
13.Will lot be re-graded? YES NO_�(Will excess fill be removed from premises? YES NO
14. Names of Owner of premises eACOMLO � (dress P06 I Z4 Phone No.. �2✓�f- '730L
Name of Architect TJ Go�1Li Address PWN P&k_ Phone No 17 4-7355'
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x
* 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 propertyis 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 ,k
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
0A'V)Cc,,- being duly sworn, deposes and says that(s)he is the applicant .
(Namd of individkial signing contract) above named,
CONNIE D.BUNCH
Notary Public State of New York
(S)He is the No.0lbU6185050
(Con ractor,Agent, Corporate Officer, etc.) CommQualified inih!
ission Expires April 14, OJT
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.
Sworn to be ore me this
day of -u 20 t
Notary Public Sign tur of Applicant
Town of Southold
o g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
col PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING.ACTIONS MAY REQUIRE THE SUBMISSION OF A
600 110 3 _ STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN
District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
----------------------------------------------------
Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
-- -------------------------------------------------
I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? [--J
(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size ocation?
This Item shall include all Proposed Grade Changes and Slopes Controlling S ce terFlow! —
3 Will this Project Require any Land Filling,Grading or Excavation where the" is a change to the Natural �.
Existing Grade Involving more than 200 Cubic Yards of Material within any arcel? a —
4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑
Five Thousand(5,000)Square Feet of Ground Surface? —
5 Is there a Natural Water Course Running through the Site?
Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach?
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑
One Hundred(100')of Horizontal Distance? —
7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑
into and/or in the direction of a Town right-of-way?
8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of
any Item Within the Town Right-of-Way or Road Shoulder Area? —
(This item will NOT include the Installation of Driveway Aprons.)
Q Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑
NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit!
----------------------------------------------------
EXEMPTION' Yes No
Does this project meet the minimum standards for classification as an Agricultural Project?
Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — -
-———————————————————————————————————————————————————
STATE OF NEW YORK,
OUNTYOF...........................................SS
That I, ....... a .... .......!!!.(N.. . ...............................being duly sworn, says deposes and that he/she is the applicant for Permi P } / PP t�
(Name f individual silting Document)
And that lie/she is the . .................. ..... .. . ...... .�......../�( !VI.Q.V......... . �d�5 ... .. .............................................
(Owner,Contractor,Agent,Corporate Officer,etc.)
Owner and/or representative of the Owner of Owner's,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 herewith. CUNNIE D.BUNCH
Notary Public State of New York
Sworn to before ine this; No.01 U6185050
Qualified in Suffolk Coun
.................�. ....................... day of.... ...................... ,2� mission Expires April 14,
0 �� ori
NotaryPublic: ....................................................................L".(�............ ......... ...
(S.gnat a of pplicant)
FORM - 06/07
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ZOwN D4 SOUj�D
g11FFQt,� Southold Town Building Department
54375 Main Road Permit#: 34114
cm
Southold,New York 11971 Permit Date: 8/18/2608
o (631) 765-1802
y'�1p1 Expiration Date: 2/18/2010
Parcel ID: 110.-3-6
BUILDING PERMIT RENEWAL LETTER
Dated: 6/24/2011
Applicant: RICHARD&KIMBERLY GERSTUNG
Location: 5.55 PINEWOOD RD CUTCHOGUE,N.Y. 11935
Work Description: ALTERATION
ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: RICHARD R GERSTUNG
Address: PO BOX 124
CUTCHOGUE,NY 11935
CUTCH
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
54375 Main Road Permit#: 34114
Southold,New York 11971 Permit Date: 8/18/2008
(631)765-1802
y�jrpl � Expiration Date: 2/18/2010
Parcel ID: 110.-3-6
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Dated: 8/4/2011
Applicant: RICHARD & KIMBERLY GERSTUNG
Location: 555.PINEWOOD ROAD CUTCHOGUE, N.Y. 11935
Work Description: ALTERATION
ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: RICHARD R GERSTUNG
Address: P.O. BOX 124
CUTCHOGUE, NY 11935
The,permit listed above has expired. Please contact our office as soon as possible to begin
the renewal process. All work on the project must stop on the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
Q�gUFFOd,�66 P.O.Box 1179
Permit#: 36653
54375 Main Road
Southold,New York 11971 Permit Date: 8/24/2011
r' ®1 � (631) 765-1802 Expiration Date: 2/24/2013
Parcel ID: 110.-3-6
BUILDING PERMIT RENEWAL LETTER
Dated: 9/4/2014
Applicant: RICHARD&KIMBERLY GERSTUNG
Location: 555 PINEWOOD ROAD CUTCHOGUE,N.Y. 11935
Work Description: ALTERATION
ALTERATIONS/REPAIR OF EXISTING ATTACHED GARAGE AS APPLIED FOR.
REPLACES EXPIRED BUILDING PERMIT#34114
A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: RICHARD R GERSTUNG
Address: P.O. BOX 124
CUTCHOGUE,NY 11935
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department, P.O. Box 1179, Southold, New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
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! FOR POURED OONCRETE: g UPON C OOL TQ,COpr- ` `�' a `' g'� `��y� - To rxe Asse s,s;re u�,No aisND
�? OMPLETIO 1�C1'Y f' n�:o1 a�.vaxe5.�eewrrw,uMAN1 2. RDUGH- FR�AAING & PLUMSII�G- BEFORE' N': "` ' ra ACn7,pnAL vesr,runwas oa i{Sr9UM( -
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8E COMPLETE FOR C.Q._ �L -- k � gTOUT .CERT�FIC< �.L
LL CONSTRUCTION.SHALL rM£ET '-. 1 Yl .
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TATE CONSTRUCTIO &'ENERQY,j:/'�_:` - �+3u� (�E�n--!'7pk :i ^'" �
ODES. NOT RES.PONSIBLE...F"1^1AU r: ¢.GL�QJ.�A:: ]"1t� '°'d; OCCUPANCY ..
?ESIGN QR CONSTRUCTION£RR.ORS_
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RETAIN STORM WATER RUNOFF
P,5TU N PNA PURSUANT TO SECTION 45-10C
OF THE TOWN CODE. .".
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UNDERWRITERS CERTIFICATE 0 � �
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ALL CONSTRUCTION SHALL w Q `° z -
EX15TING HOU5E MEET THE REQUIREMENTS OF THE
TO REMAIN CODES OF NEVV YORK STATE.
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OCCUPANCY OR N(',,TiFY EUIDIIN:3a
APPROX. Ge "^, ,RIDGE AT
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TABLE R301 .G DESIGN LOAD CALCULATIONS
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5(Ibsf)
STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIORBALCONIE5 GO
Rafters havincj slopes cjreater U 1 80 DECKS 40 C9
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than 3112 with no finished ceifin6j ATTICS WITHOUT 5TORAGE 30 n-
attached to rafters ATTICS WITH 5TORAGE 40
IXISTING HOUSE Interior wallspartitions H/180 ROOMS(OTHER THAN SLEEPING ROOMS) 40 ~
Floors t plastered ceilin s SLEEPING ROOMS 30
TO REMAIN U360 z o w
All other structural memebers U240 O c0
CRITERIA FOR CALCULATION OF DEAD LOAD z O
NEW WOOD FRAME AROUND Exterior walls with plaster or H/3G0 w z . o
ZERO CLEARANCE CHIMNEY stucco finish ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
Q c6 z
FLUE IN PLACE OF IXISTING; Exterior walls-wind loads with U240 ARCHITECTURAL GRAPHIC STANDARDS
SIDING A5 PER OWNER
brittle finishes -
13"X I I 7' LVL RIDGE W/ SNOW
0
SIMPSON C520 CONNECTOR Exterior walls-wind loads with U 120 z
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OW. ALL RAFTERS) flexible finishes GROUND SNOW LOAD 45 lbs. Q� Q
aL U Q >-
ASPHALT ROOFING WITH 15#FELT SEISMIC
OVER 4'CDX PLYWOOD DESIGN CATEGORY B
WITH ICE*WEATHER5HEILD
r! --- @ PERIMETERS *VALEYS
_ WIND
12 ���- x ---- WIND SPEED 120 m
6 �O ATTIC EXP05URE CATEGORY B C9 p
2' 5IMP50N H7 z Q >-
UNHEATED, UNFINISHED; O
LIGHT STORAGE USE CONNECTOR
FASCIA WITH WIND RESISTANT CONSTRUCTION CONNECTORS LU o z
4^ PLYWOOD SUB R FLOO VENTED SOFFIT CONNECTION LOCATION: PART NUMBER: NOTES: U O
I .6'O.C.W/ "CDX PLYWD.4 X 4 STUD WAIL @ 2"X 8 G.J. @ 16' _O.C. RIDGE-TO-RAFTERS C520 @ 21' APPLY TO EACH PAIR OF RAFTERS z_ O
SHEATHING*"VEK'HOU5E WRAP; HANG C.J. FROM GIRDER W/ ^ D;ISTING TOP PLATE RAFTER-TO-WALL H7 APPLY TO EACH RAFTER +a a- U
SIDING AS PER HOMEOWNER 3- 1 4 X l 4 LVL W/2-4 1Z to F-
51MPSON HU7 CONNECTORS STEEL FLITCH PLATES TO BE REMOVED APPLY TO EACH RAFTER U in D
RAFTER TO-PLATE H8 or H2.5 U
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2- 2'X G'ACQ 51LL PLATE GARAGE 16'-0"x 8'-O"DOOR W/ ii EY15TING 2'X 4'5TUD PLATE-TO-WALL STUD C520 18- APPLY TO EACH WALL STUD
OVERTERIMITE5HEILD UNHEATED, UNFINISHED I FRAME WALL5 TO REMAIN;
OVER SILL SEAL 2- 14a.X 1 1 e LVL HEADER i� REMOVE IXISTING TOP 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 36 APPLY TO EACH WALL STUD
PROVIDE SIMPSON C520
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W/LPT4 CONNECTORS AT NEW PLATE HEIGHT TO ii MATCH EX15TING FIR5T CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD U
FLOOR SHEAR WALL HOLDDOWN ANCHOR 5ST13 I G APPLY TO EACH 51DEWALL END z
e DIAMETER ANCHOR BOLTS WRAP UNDER DOUBLE SILL PLATE 0
WI 7"MIN. DEPTH @ 48"O.C_ I 15T. FLOORUNDER SILL PLATE LPT4
IXISTING GARAGE II (USE WITH 3'SQUARE WASHERS) z
W/MIN. 3'X3"xg"WASHER @ PLATE SLAB TO REMAIN W O
II USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. � Q
FOLLOW MANUFACTURE'S UCOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
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IXISTING 8'CONCRETE tu
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BUILDING SECTION "All \ TOP PATE
WALL STUD
n WALL STUD
SCALE: 4' = J '-V' TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL j
E BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 2ND.FLOOR WALL STUD KING STUDS
10-99 and 1995 5BC High Wind Edition Wood Frame Construction WOOD JOIST Wool)JOIST 2ND.FLOOR DATE CRIPPLE STUD
Fasteners and Connectors for Wood Frame Construction 51-13FLOOP
BLOCKING JOIST HANGER RIM BOARD HEADER -0 , `1. A continuous load path between footings, foundations walls,floors,studs and GIRDER/'HEADER I5T.FLOOR TOP FIXES JACKSfUDS z L\
roof framing shall be provided. NOOD G zDeR WOOD JOIST
I ST FLOOR WALL STUD --
2. Approved connectors, anchors and other fastening devices not inducted in JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WTTH GIRDERMEADER TYPICAL HEADER CONNECTION z
the 5 andard Building Code, Table 230G.I shall be installed in accordance with LLJ
manufacturer's recommendations. TYPICAL MULTI-STORY CONNECTIONS O U
3. Metal plates, connectors, screws, bolts, and METAL HCLD-
nails exposed directly to the Q (j] >" �i
weather or subject to salt corrosion in costal areas, shall be stainless steel or WALL STUD BOTTOM PLATE DOWN STRAP z t n
hot dipped galvanized. SUB FLOOR 38-1 Gd SINKER �- O i,11
WALL STUD DOUBLE JOIST NAILS AS PER �3-OX41 WD STUD / \ LU l`
BOTTOM PLATE I ST.FLOOR WALL STUD 0MANUFACTURER CORNER TYP. v
4. Where Windows and doors interrupt wood structural panel sheathing and DOUBLE OIST : ;�. 2'X4•SILL U —'
I ST.FLOOR PLATE
siding, framing anchors or connectors shall be provided at the top and bottom 5UBFLOOR PLATEz
of cripple studs, header studs, and at least one stud at each side of opening. RIM BOARD RIM JOIST TYP. ` O
DOUBLE JOIST FOR NON-BEARING WALLS ice' DBL.SILL PLATE Z (1 =
DOUBLE SILL PLATE ( J
5. Ridge straps shall be attached to each pair of opposing rafters except where DOUBLE J015T FOR UNDER A BATHTUB FOUNDATION WAIL ANCHOR BOLT (1)X4 REBARIN 1L1
117—
SHEAR CONE-MIN. Q ._J
collar ties of I xG or 2x4 lumber is located in upper third of attic space 12'LENGTH and PROVIDE I!2'SPAGNG ° O
attach to each air of rafters. BETWEEN THE END STUD 30 MIN FOUNDATION
p AND THE 2 OTHER STUDS LENGTH WALL TYP.
G. U lift connectors shall be rovided at each rafter beann FOR ALLowNG t2'MIN.
p p g' CONNECT CORNER STUD
HOLDDOWN INSTALATION "'FR.C7Fd CORNER
SILL GASKET TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS •'';�`�
4 FASTEN WITH(2) 1 Gd
7. Floor to floor hold-downs to be p rovided �"Y �'every 45,and every I G'within 4' ® TERMITE SHIED COMMON NAILS @ G'O.C.
DBL SILL PLATES
META HdLD- /Ui{.Ih7'ANCHOR,
of exterior corners.
(TO OVERLAP JOINTS) SIDEWALL ENDWALL ~• ''w'4f' 4""•'"'".• �'"'�,> ,.�
`r V
FOUNDATION WALL
8. Sill Plate to Foundation Anchorage: 511 plate shall be anchored to the SHEAR WALL CORNER CONNECTION
foundation with anchor bolts having a min. bolt diameter of 5/8'and 3'x 3'x
1/8' washers. A minimum of one anchor bolt shall be provided within G to 12 SILL PLATES TO FOUNDATION ANCHORINGY 1 r'A1` a;✓�i!
inches of each end of each plate. Anchor bolts shall have a minimum embedment R, o � h PAGE:
of 7 inches in concrete)masonry foundations. Anchor bolts shall be located d e r .
wit"'" 12 inches of corners and at spacing not exceeding 4 feet on center. CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS 1111 '���
NOT TO SCALE 3
i
TABLE R30I .G DESIGN LOAD CALCULATIONS
N
O
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f)
STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES GO
Rafters haven slopes cycater U 180 DECKS 40 z
than 3/12 with no finished ceilinci ATTICS WITHOUT STORAGE 30 —' FL
attached to rafters ATTICS WITH STORAGE 40
m
EXISTING HOUSE Interior wallspartitions H/1 80 ROOMS(OTHER THAN SLEEPING ROOMS) 40
TO REMAIN Floors f plastered cellln S U3GO SLEEPING ROOMS 30 U z p
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All other structural memebers U240 O
NEW WOOD FRAME AROUND Exterior walls with plaster or H/360 CRITERIA FOR CALCULATION OF DEAD LOAD U O z O p
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ZERO CLEARANCE CHIMNEY w
stucco finish � � Q � z
FLUE IN PLACE OF EXISTING; Exterior walls- wind loads with U240 ARCHITECTURAL GRAPHIC STANDARDS De
SIDING AS PER OWNER
brittle finishes �
C9
14"X 118" LVL RIDGE W/ Exterior walls- wind loads with U 120 SNOW O z w
SIMPSON C520 CONNECTOR GROUND SNOW LOAD 145 Ib5. N
(TYP. ALL RAFTERS) flexible finishes [� U Q }
ASPHALT ROOFING WITH 15# FELT SEISMIC a p p
OVER4" CDX PLYWOOD DESIGN CATEGORY B
WITH ICE *WEATHER5HEILD
O G. @ PERIMETERS 4 VALLEYS
---
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2"X G" C.T. 8"O.C.
12 - .@� - WIND SPEED 4ZEI
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� SIMPSON H7 �
2 UNHEATED, UNFINISHED; IN 3 LOCATIONS FROM D O
CONNECTOR i- iY >
LIGHT STORAGE USE RIDGE TO HEADER WIND RESISTANT CONSTRUCTION CONNECTORS o z
-- FASCIA WITH
4" PLYWOOD SUBFLOOR VENTED SOFFIT CONNECTION LOCATION: PART NUMBER: NOTES: O O
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1 G" O.C. W/4" CDX PLYWD.
SHEATHING TYVEK' HOUSE WRAP; HANG C.J. FROM GIRDER W/ RAFTER-TO-WALL H7 APPLY TO EACH RAFTER L
EXISTING TOP PLATE U
SIDING AS PER HOMEOWNER 51MF50N HU7 CONNECTORS W I O X 22 TO BE REMOVED RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER CZ Lni (3Ili
2- 2"X G" ACQ SILL PLATE GARAGE 10-0"X 8'-0" DOOR W/ i EXISTING 2"X 4"STUD PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD
FRAME WALLS TO REMAIN;
OVER TERIMITE SHEILD UNHEATED, UNFINISHED 2- 14"X 118
OVER SILL SEAL; ' LVL HEADER 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or CS20 @ 36" APPLY TO EACH WALL STUD
REMOVE EXISTING TOP
ABOVE # C520 STRAPPING ii PLATE *SISTER NEW STUDS HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD
PROVIDE 5IMPSON C520 1 LL..I
W/ LPT4 CONNECTORS AT NEW PLATE HEIGHT TO CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD U
MATCH EXISTING FIRST
FLOOR SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH SIDEWALL END W
8' DIAMETER ANCHOR BOLTS WRAP UNDER DOUBLE SILL PLATE C)
15T. FLOOR-UNDER-SILL PLATE LPT4
EXISTING GARAGE
W/ 7" MIN. DEPTH @ 48"O.C. (USE WITH 3" SQUARE WASHERS)
z
W/ MIN. 3"X3"xL'WASHER @ PLATE SLAB TO REMAIN � O
USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. Q
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. >
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TOP PLATE
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WALL STUD 79
WALL STUD JULL 2 , 200
SCALE: 41 = I '-O" TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
BLDG.DEPL
TOWN OF SOUTHOLD
GENERAL WIND PROTECTION CONNECTION NOTES
2ND.FLOOR WAIL STUD KING STUDS
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD
10-09 and 1995 513C High Wind Edition Wood Frame Construction WOOD JOIST Wool)JOISr 2ND.FLOOR PLATE CRIPPLE STUD
Fasteners and Connectors for Wood Frame Construction sM BOARD 130APD
BLOCKING JOIST HANGER RIM HEADER
U ^—
1 . A continuous load path between footings, foundations walls, floors, studs and GIRDER/HEADER IST.FLOOR TOP PLATES JACK STUDS TL
shall be provided. WOOD GIRDER WOOD JOIST °
roof framin
9 p 1ST FLOOR WALL STUD10
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2. Approved connectors, anchors and other fastening devices not included in LJ z
J015T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDEPJHEADER TYPICAL HEADER CONNECTION W
the Standard Building Code, Table 230G. I shall be installed in accordance with
manufacturer's recommendations. TYPICAL MULTI-STORYCONNECTIONS J 0
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the >
METAL HOLD_ \
Ln
weather or Subject to salt corrosion in costal areas, shall be stainless steel or BOTTOM PLATE DOWN STRAP s
`� SUB FLOOR 38-16d 51 NKER O W ^�
hot dipped galvanized. WALL STUD DOUBLE JOIST I ST.FLOOR WALL STUD NAILS T PER —@ CORNER4 D STUD
BOTTOM PLATE MANUFACTURER
BATHTUB —
000BLE JOIST .'rp'TIDKK+ 2"X4"SILL
4. Where windows and doors interrupt wood structural panel sheathing and 15T.FLOOR PLATE PLATE
zzom
siding, framing anchors or connectors shall be provided at the top and bottom SUBFLooR Q4UO
of cripple studs, header studs, and at least one stud at each side of opening. RIM BOARD RIM JOIST PLATTYP _
i DOUBLE JOIST FOR NON-BEARING WALLS � DBL.5I11 PLATE z ((\
DOUBLE 51 ILL PLATE V
ANCHOR BOLT
5. Ridge straps shall be attached to each pair of opposing rafters except where DOUBLE JOIST FOR UNDER A B FOUNDATION WALL SHEAR SHEAAR C CONE IN W
ONE-MIN. Q .J
12'LENGTH O
collar ties of I xG or 2x4 lumber is located in upper third of attic space and PROVIDE 1/2"SPACING 30'MIN. FOUNDATION
BETWEEN THE END STUD KEBAR LENGTH WALL TYP. (J)
attach to each pair of rafters. AND THE 2 OTHER STUDS I/2'MIN.
G. Uplift connectors shall be provided at each rafter bearing. SILL. FORA CONNECT CORNER STUD FROM CORNER
SILL GASKET N INSTALLATION
LLATION TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS
FASTEN WITH(2) I Ga
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' ® TERMITE SHIELD COMMON NAILS Q G'O.C.
W METAL H LD- WIN/UPUFT ANCHOR
Of exterior corners. DBL SILL PLATES ® 51DEWALL
(TO OVERLAP JOINTS) ENDWALL
FOUNDATION WALL
`M
8. SLIT Plate to Foundation Anchorage: 51ll plate shall be anchored to the SHEAR WALL CORNER CONNECTION
foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x p
1/8" Washers. A minimum of one anchor bolt shall be provided within G to 12 SILL PLATES TO FOUNDATION ANCHOPJNG
inches of each end of each plate. Anchor bolts shall have a minimum embedmentf PAGE:
of 7 inches in concrete/masonry foundations. Anchor bolts shall be located '
within 12 inches of corners and at spacing not exceeding 4 feet on center. CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS
NOT TO SCALE
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0
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SECTION � Z
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CONNECTORS TO EXISTING A
FOUNDATION WALL PROVIDE SIMPSON PHD5 NEW 2"X 4" STUD FRAME p z
HOLDDOWN (TYP. 2) EXTERIOR WALL ON BACK N w to
ANCHORS AT BACK CORNER.5 SIDE OF GARAGE- REMOVE U Q }
DAMAGED EXISTING a o m
o o o o o� — — - - • — — • — — —
668
77
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WITH FOOTINGS TO REMAIN ( N oC Ln U
ll I
TYPICAL ALL AREAS I 0 v
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EXISTING 2"X 4"STUD 1 o NEW WOOD FRAME AROUND
FRAME WALLS TO REMAIN; - �_ ZERO CLEARANCE CHIMNEY
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PLATE * SISTER NEW STUDS N LU
U N EXCAVATED AT NEW PLATE HEIGHT TO GARAGE I I " U
MATCH EXISTING FIRST U O
FLOOR UNHEATED, UNFINISHED TTIC SOTAI x STEEL COLUMN TO L1 l
N FOUNDATION -TYPICAL BOTH C)
14"X I I8" LVL RIDGE ENDS OF BEAM
_ W
GARAGE SLAB ABOVE W 10 X 22 - GIRDER o
EXISTING 4" POURED CONCRETE I I 0 FLUSH NEW C.J. O
GARAGE SLAB TO REMAIN Z
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PROVIDE 45 MINUTE (�
FIRE RATED DOOR WITH Q
SELF CLOSING HINGES * W U
DOOR SWEEP IN LOCATION U�
OF EXISTING DOOR
0 0
NEW EXTERIOR DOOR IN �o 0
PLACE OF EXISTING WINDOW; x
PROVIDE 2- 2"X I O"HEADER N NEW PLATFORM
� STAIRS
ABOVE
I SIMPSON HTT22 METAL
HOLD DOWN ANCHORS 30
AT GARAGE DOOR OPENINGS b
NEW 1 0-0"X 8'-0" DOOR U
L- -J BY CLOPAY OK APPROVED EQUAL
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2- 1 4'X 118 LVL HEADER
1 / ABOVE GARAGE DOOR _
NOTE: 21,_9„ EXISTING DOOKTO BE lLJ Z
2P-s" PROVID WIRING FOKOVERHEAD REMOVED; CLOSE IN WALL EXISTING BREAK IN GARAGE DOOR5 AS PER OPENING � O
FOUNDATION FOR DOOR MANUFACTURERSPECIFICATION5 >-- 19
TO REMAIN IN ACCORDANCE WITH THE �n
sEcATON RESIDENTIAL EL ECTKICAL CODE C sEcAoN E U E z
OF NEW"OKKSTATE
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PROVIDE 51MP50N PHD5 NEW 2"X 4" STUD FRAME O
HOLDDOWN (TYP. 2) EXTERIOR WALL ON BACK w w
ANCHORS AT BACK CORNERS SIDE OF GARAGE- REMOVE U Q >
DAMAGED EXISTING a p p
668
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PROVIDE I LAYERS" FIRE RATED Op z
DRYWALL ON WALLS OF GARAGE Lu
COMMON TO HOUSE
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EXISTING 8" CONCRETE �_ L
BLOCK FOUNDATION WALLS I N a-/ Ln
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WITH FOOTINGS TO REMAIN Lo
TYPICAL ALL AREAS I I o2 U
EXISTING 2"X 4"STUD 0 NEW WOOD FRAME AROUND
FRAME WALLS TO REMAIN; - ZERO CLEARANCE CHIMNEY
I REMOVE EXI5TINGTOP I N FLUE IN PLACE OF EXISTING LL_J
PLATE t 515TER NEW STUDS
U NEXCAVATED AT NEW PLATE HEIGHT TO GARAGE
MATCH EXISTING FIRST v Z
WN
FLOOR i UNHEATED, UNFINISHED TTIC STAB X STEEL COLUMN TO Q
1 I FOUNDATION -TYPICAL BOTH _
4" I�- LVL RIDGE N ENDS OF BEAM
1 X I (J�
7= 7]= LLJ
GARAGE SLAB ABOVE ( W 10 X 22 - GIRDER j
EXISTING 4" POURED CONCRETE I FLUSH NEW C.J. O
GARAGE SLAB TO REMAIN
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I PROVIDE 45 MINUTE (�
FIRE RATED DOOR WITH
SELF CLOSING HINGES
DOOR SWEEP IN LOCATION C�
OF EXISTING DOOR
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NEW EXTERIOR.DOOR IN - o
PLACE OF EXISTING WINDOW; x
PROVIDE 2- 2"X 1 O"HEADER N aU NEW PLATFORM
STAI
ABOVE
� RS
51MP50N HTT22 METAL I 30
HOLD DOWN ANCHORS
AT GARAGE DOOR OPENINGS ( o
NEW I G'-O"X 8'-0" DOOR
L_ —� BY CLOPAY OR APPROVED EQUAL U —
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.— . — .— . 2- I a X I I a LVL HEADER,
NOTE:
21 ABOVE GARAGE DOOR EXISTING DOORTO BE W Z
21'-9" PROVID WIRING FOROVERIIEAD REMOVED; GLOSS IN WALL J
EXISTING BREAK IN GARAGE DOORS AS PER OPENING FOUNDATION FOR DOOR MANUFACTURER SPECIFICATIONS D O
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TO REMAIN IN ACCORDANCE WITH THE
SECTION
q RESIDENTIAL ELECTRICAL CODE SECTION Z q \ O W Lo
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OF NEW YORK STATE U Z
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FOUNDATION PLAN GARAGE PLAN Lu
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SCALE: 4" = 1 1-011 5CALE: _L11 = 11-011 0
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2
TABLE R30I .G 1 DESIGN LOAD CALCULATIONS
N
O
ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lb5f)
STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES GO R
Rafters havincj slopes cjreater L/180 DECKS 40 z
than 3/I 2 with no finished ceilinci ATTICS WITHOUT STORAGE 30
attached to rafters ATTICS WITH STORAGE 40
m
EXISTING HOUSE Interior walls t-partitions H/1 80 ROOMS(OTHER THAN SLEEPING ROOMS) 40 s N
TO REMAIN Floors lastered ceilin s L/3GO SLEEPING ROOMS 30 U z LU
All other structural memeber5 U240 z O c0
CRITERIA FOR CALCULATION OF DEAD LOAD O I,_ z p
NEW WOOD FRAME AROUND Exterior walls with plaster or H/360 U;ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. LU
ZERO CLEARANCE CHIMNEY stucco finish w xn Q C0 z
FLUE IN PLACE OF EXISTING; Exterior walls- wind loads with U240 ARCHITECTURAL GRAPHIC STANDARDS a-/
51DING AS PEROWNER
brittle finishes
13i X I I Z" LVL RIDGE W/ SNOW z
51MP50N C520 CONNECTOR Exterior walls- wind loads with U1 20 GROUND SNOW LOAD 45 lbs. w
(TYP. ALL RAFTERS) flexible finishes t` Q �o m
ASPHALT ROOFING WITH 15# FELT SEISMIC
a p
OVER 4'CDX PLYWOOD DESIGN CATEGORY B
WITH ICE * WEATHERSHEILD
�e 0 G --- @ PERII✓IETER5 *VALLEYS
WIND
12 n��. 2'X G' C.T ___ WIND SPEED 1 20 mph
6 �O az
ATTIC 2"X 4"5TRONGBACK5 51MP50N H7 EXPOSURE CATEGORY B z o O
Zq UNHEATED, UNFINISHED; IN 3 LOCATIONS FROM
LIGHT STORAGE USE RIDGE TO HEADER p O
CONNECTOR
WIND RESISTANT CONSTRUCTION CONNECTORS o W
a" PLYWOOD SUBFLOOP, VENTED SOFFIT UW' O z
CONNECTION LOCATION: PART NUMBER: NOTES: O
2"X 4" STUD WALL @ 2"X 10" C.J. @ 1 G"O.G. :2 w
1 G" O.C. W/4" CDX PLYWD. RIDGE-TO-RAFTERS C520 @ 21 APPLY TO EACH PAIR OF RAFTERS 2 z_ O
SHEATHING * 7YVEK' HOUSE WRAP; HANG C.J. FROM GIRDER W/ IXISTING TOP PLATE RAFTER-TO-WALL H7 APPLY TO EACH RAFTER U
SIDING AS PER HOMEOWNER 51MP50N HU7 CONNECTORS W I O X 22 TO BE ZEMOVED APPLY TO EACH RAFTER U Ln p
Q RAFTER-TO-PLATE H8 or H2.5 1z Lo v
I I
2- 2"X G"ACQ SILL PLATE GARAGE I G'-O"X 8'-0" DOOR W/ ii EXISTING 2"X 4"STUD PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD
OVER TERIMITE SHEILD UNHEATED, UNFINISHED 2" Z" FRAME WALLS TO REMAIN;
OVER SILL SEAL; 2- 14 X i 18 LVL HEADER ii REMOVE EXISTING TOP 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or CS20 @ 36 APPLY TO EACH WALL STUD
PROVIDE 51MP50N C520 ABOVE t C520 STRAPPING I PLATE, SISTER NEW STUDS HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD
W/ LPT4 CONNECTORS ii AT NEW PLATE HEIGHT TO LLJ
MATCH EXISTING FIRST CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD U
FLOOR SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END z
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8" DIAMETER ANCHOR BOLTS C)
W/ 7" MIN. DEPTH @ 48"O.C. 1ST. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNDER DOUBLE SILL PLATE I�
EXISTING GARAGE i (USE WITH 3" SQUARE WASHERS) z
W/ MIN. 3"X3"xg"WASHER @ PLATE SLAB TO REMAIN it l�U O_
II USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ^/ ~
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. rLL j
V O
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EXISTING 8" CONCRETE
BLOCK FOUNDATION WALLS
WITH FOOTINGS TO REMAIN
TYPICAL ALL AREAS NOTCHED RAFTER RAFTER LLJ U'
RA=TEP
RIDGE RAFTER
RIEGE
TOP PLATE
BUILDING SECTION "All TOP PLATE
WALL STUD
WALL STUD
4' = I '-O"SCALE: TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 2ND.FLOOR WALL STUD KING STUDS
10-95 and 1005 SBC High Wind Edition Wood Frame Construction WOOCJ015T WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD
Fasteners and Connectors for Wood Frame Construction SU13FLOOK
BL(xKING JOIST HANGER RIM BOARD HEADER
U —
I . A continuous load path between footings, foundations walls, floors, studs and GIRDER/HEADER IST.FLOOR TOP PLATES JACK 5TUD5
I,I
roof framing WOOD GRDER WOOD J015T
shall be provided.
IST FLOOR WALL STUD ^/
2. Approved connectors, anchors and other fastening devices not included in TYPICAL HEADER CONNECTION 111E
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/H FADER
the Standard Building Code, Table 230G. I shall be installed in accordance with �[
manufacturer's recommendations.
TYPICAL MULTI-STORY CONNECTIONS J IL/
D O (Q
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the Q () }"
METAL HOLD_ z \
weather or subject to salt corrosion in costal areas, shall be stainless steel or BoWALL woM P PLATE DOWN STRAP 5
hot dipped galvanized. 'ALL STUD
SUB FLOOR 38-16d SINKER � O W
BOTTON PLATE DOUBLE JOIST 1ST.FLOOR WALL STUD NAILS AS PER �3-2"X4`WD STUD / \ z l
BF,THTUB MANUFACTURER @ CORNER TYP. U U i
4. Where windows and doors interrupt wood structural panel sheathing and DouBLE JOIST 2'X4"5ILL M—
I ST.FLOOR PLATE PLATE "J
siding, framing anchors or connectors shall be provided at the top and bottom SUBFLOOR Q QD J
of cripple studs, header studs, and at least one stud at each side of opening. RIM BOARD RIM JOIST TYP. _DOUBLE JOIST FOR NON-BEAPJNG WALLS DBL.SILL PLATE z (1 O 0
DOUBLE SILL PLATE W ..L��
5. Ridg p p pp g p R e straps shall be attached to each air of o o5in rafters except where DOUBLE JOIST FOR UNDER A BATHTUB ANCHOR.BOLT (1)#4 REBAR IN
FOUNDATION WALL - SHEAR CONE-MIN.
pp Q
collar ties of I xG or 2x4 lumber is located in upper third of atticps ace and \ a 12`LENGTH O
30 PROVIDE 1/2"SPACING ' N.
MI
attach to each pair of rafters. BETWEEN THE END STUD REBA 30"MILENGTH r(1
AND THE 2 OTHER STUDS
G. Uplift connectors shall be provided at each rafter bearin FOR ALLOWING 1 2" F/y
p g HOLDDOWN INSTALLATION CONNECT COP,NER STUD
SILL GASKET TO TRANSFER SHEAR IST.FLOOR TO FOUNDATION CONNECTIONS
s FASTEN WITH(2) I Gd S J 8FF �O
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' TERMITE SHIELD COMMON NAILS @ G"O.G. METAL HOLD-DOWN
of exterior corners. DEL SILL PLATES ::
(TO OVER-AP JOINTS) SIDEWALL ENDWALL M A
z �.i'•`P'i ah 1 �
8. SIII Plate to Foundation Anchorage: FOUNDATION WALL �Sill plate shall be anchored to the SHEAR WALL CORNER CONNECTION s^
tAj
foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x
I/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 SILL PLATES TO FOUNDATION ANCHORING �PoF 2
inches of each end of each plate. Anchor bolts shall have a minimum embedment FSSION PAGE:
of 7 inches in concrete/masonry foundations. Anchor bolts shall be located
within 12 inches of corners and at spacing not exceeding 4 feet on center. CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS
NOT TO SCALE
3