HomeMy WebLinkAbout50859-Z Ott 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 #: 60859 Date: 6/24/2024
Permission is hereby granted to:
Stocker, Christ
opher......................... ............................................._.._....................._...............
_...........................
3375 Depot Ln
Cutchogue, NY 11935
To: Construct additions and alterations to an existing single-family dwelling as applied for.
At premises located at:
3375 Depot Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 102.-1-6.1
Pursuant to application dated 4/22/2024 and approved by the Building Inspector.
To expire on 12/24/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $793.50
CO -ALTERATION TO DWELLING $100.00
Total: $893.50
._.._...... ..........._......_� �.............-....._................... ...._......................_.__.. ................_ . ......................
.
Building Inspector
&la TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 littps://ww%vsoutholdtownTly.gov
Date Received
APPLICA-rm BUILDING PERMIT
For Office Use Only
DU 5�
PERMIT NO. Building Inspector:
i
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date: 04/17/2024
OWNER(S)OF PROPERTY:
Name: Christopher Stocker =Crm
1000-
Project Address:3375 Depot Lane, Cutchogue, NY, 11935
Phone#: 516-902-2504 Email:cjpstocker@icloud.com
Mailing Address: 3375 Depot Lane, Cutchogue, NY, 11935
CONTACT PERSON:
Name: Joseph H Kollen Jr.
Mailing Address: P.O. Box 758 Aquebogue, NY, 11935
Phone#: 631-793-3415 Email:jkollen5@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name: Eileen Santora
Mailing Address: 650 Vanston Rd, Cutchogue, NY, 11935
Phone#: 631-734-2794 Email:eileendrawblu@optonline.net
CONTRACTOR INFORMATION:
Name: Joseph H Kollen Jr.
Mailing Address: P.O. Box 758 Aquebogue, NY, 11935
Phone#: 631-793-3415 Email:jkollen5@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 3c3 ' _vcio
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes MNo
1
PROPERTY INFORMATION
Existing use of property: Residence Intended use of property: Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes RNo IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law.
Application Submitted By(r1rint name):Joseph H Kollen Jr. I Authorized Agent ❑Owner
Signature of Applicant: Date: Lj j iq d Z�
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
Joseph Kollen
.being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
Contractor
(S)he is the
(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
day of 207,4
�
Notary Public
JULIANNE CAROLINE FEDELE
Notary Public-State of New York
µ mmPROPERTY
OWNER lel N0.01 FE0016050
vd in sik County
(Where the appIIant is not the owner) My ComrIssitn Expires Nov
11,
2027
Christopher Stocker residing at 3375 Depot Lane, Cutchogue, NY, 11935
do herebyauthorize
Joseph H Kollen Jr.
to apply on
,.
my b h f to the Tow of Llthold Building Department for approval as described herein.
A AA
41
wnees Signature Date
Christopher Stocker
Print Owner's Name
2
N. J. MAZZAFE O P.E.
PO Box 57, Greenport,N.Y. 11944
Phone - 516-457-5596
Consulting Engineer
June 19, 2024 DesiVi, Con try ton Ins e "t on
Page 1 of 1
Town of Southold-Building Department
rp
53095 Main Road ��
1
South
old ld NY 11971J U� 2 0 2024
Re: 3375 Depot Lane
Cutchogue,N.Y. 11935 BUMDING DEPT.
District-1000, Section-102 Block-1 Lot-6.1 TOVN I B
Building Permit Application for Alterations
Inspection—Existing Septic System
On June 18, 2024, I inspected the existing septic system at the noted location. The
inspection covered the location and size of the septic system components.
The inspection results are:
—The System includes a precast concrete septic box (1000 gallon) and two precast
concrete leaching pools. Each pool has precast one ring (8'diameter x 6'-0" deep) and a
concrete cover. System is performing as designed.
- The System size conforms to the SCDOH requirements for a(3-4)bedroom house as of
the date of installation and approval. The size of the System components is based upon
SCDOH Standards.
Result—Based upon inspection of this site and to the best of my knowledge, belief and
professional judgment, the Septic System, when installed, complied with the SCDOH
Requirements for a three (3) bedroom house.
Of tqEw
Nicholas J. Mazzaferro, P.E.
x 0
Suffolk County Dept.of
Labor,Licensing$Consumer Affairs
HOME IMPROVEMENT LICENSE
Name
JOSEPH H KOLLEN JR
Business Name
JOSEPH KOLLEN ENTERPRISES INC
This certifies that the
bearer is duly licensed License Number H-42394
by the County of suffolk Issued: 03/28/2007
Rosadi,e,Draga- Expires: 03/01/2025
Commissioner
This license is the property of Suffolk County
N Department of Labor,Licensing&Consumer Affairs.
-40 Possession of this license does not guarantee its validity.
Additional Business Name
License Category
H1-GC
vy SUR
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SUFF® I
S.C. T/
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PLAN CONTENTS: �
GENERA f� 0 T E S WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL •'+
1�RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING Z
1-1/4,x 20 gauge strap shalt be attached to each pair of rafters in accordance b table 3.4, BUILDING -I E I GH T
When a color to is used in leu of a ridge strap,the number of 10d common nails required TOTAL S0. FT. OF CONSTRUCTION �C
in each end of the collar Be need not exceed the tabulated number or 8d nails in the strap. u
CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2023 UNIFORM CODES SUPPLIMENT AND 3
DESIGN CFITERIA
1).The infbrmatlon within this set of oDristruclion documents Is related to basic design 2}RAFTER-TO-WALLASSEMBLY: 2020 ICC WOOD FRAME CONSTRUCTION MANUAL inn
li►tentandframingdetails.TheyareeIntendedasaconstrucdonold,notasubs6luts Lateral ftming and show wall connections tr rafff,calling or truss to top plate shall be In FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES •pL1 •F M
Ifor generalhrsocePted good building prac#w and compliance with currant New York accordance to table 3.3.When a rafter or truss do not fall In Ilse with studs below,renters
State building codes.The General Contractor is responsible forproviding standard or trusses shall be atached to the wait top plate and the wait fop plate shall be attached to EXT. BALCONIES 40 00
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connecdom.Roofs overhanging the rake side of fie building DECKS 40
sound and a weatherproof oompleted product shall be oorrhactad with uplift oaxnectlora b accordance with table 3.3c. ATTICS w/o STOR AGE 10 .a • W
ATTICS w/ STORAGE 2D N
2).The General Contractor is responsible for ensuring lhat all work end construction 3}WALL-TO-WALL ASSEMBLY: W � r
� n9 DESIGN LOAD CALCULATIONS C �
meets current federal,state,county and local codes,ordinances and regulations,etc. Well studs above and studs below a floor level shot be attached with upift connecions in ROOF (GROUND SNOW LOAD) 25 0
These codes are to be considered as part ofthe specifications for this bullring and accordancewlth table 3.3b.When wall studs above do not fail In fne with studs beloor,the (LIVE LOACS P SF)
(should be adhered to even M in variance with the plan. studs shall be attached to a common member in the door assembywth uplift connectors in ROOMS (OTHER THAN SLEEPING) 40
i acoordanoawithtabte3.3. ROOMS (SLEEPING) 30 C
3).Dimensions shall take precedentoverscoled drawings. STAIRS 40 0 .W
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TOFOUNDATION: GUARDRAILS ANY DIRECTION 20Q
V)
First wall duds sia1 be connected b the foundation,s11 plate,or bottom date wth uplift 01
EXPOSURE
4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a m hes minimum embedment of 7 ihd in concrete OSURE C ATAGR Y O 11;5
responsibliltyofor construction coordinating with these plans,nor responsibilifty,11cr foundation and siaban-grade,15i so In masonry block famdstlons,or lapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION
construeft means,methods,techniques,sequences,or procedures,or forsatety the plateanndnotedInaccordancewfthtable3.3b.Whensteelstrapsamlappedunderlhe ROOF - FOJNDATI N) DETAIL PAGE & GENERAL NOTE PAGE LO
tio precauns and programs in conned ion with the work.'there are no warranties for a bottom plate,3 inch square washes shot be used with the anchor bolts.Aid=bolt �
spedfic use expressed or"led in the use of Crese plans, spacing Is to be spaced and sized in accordance to table 320.In addition to spacng. NAILING SCHEDULE SEE GENERAL NOTE PAGE �
anchor bolts are to be Wooed between 6.12 Inches from the end ofa Big plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
5).Refer to the Window and Door schedule for exterior openings. erg
FIRE PROTECTION SEE FLOOR PLANS
6).The General Contractor Is to ensure Ilhat masonry or pirefebractod fireplaces masts 4 TYPE I EXTERIOR SHFARWALLCONNECTIONS: SMOKE & CO2DETECTORS)
or exceeds manufachxe'sspecifcatlons and applicable codes. a ttached�shear�nails at 6"o.c atthe'pa�ed�� rp� �� TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION L
7).The general Contractor is to oonsuft with the owner lbrall built-in Items 112 inch gypsum wallboard on the irterbrattached with 5d coder nails at 7"o.c.at panel ENERGY CALCULATIONS R ESCHECK 4.6.3
such as bookcases,shelving,pantry,closets,trims,eta edges and 10'o.c.in the field shall be in accordance wth the length requirements specified
In table 3.15".
8).Wind bad recphirerrrertts strait betaken into account during constriction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Naling Schedule(Wood Framed Conslndction Manual 2020,Pages 149 and 193) •
FOUNDATION NOTES: Type 11 exterior sheaawalls stall meet the requirements of fable 3.15a-b tunes the appropriate y
_.____......._..._._.___.._.. __.__ __..______ Number of Number of
t ienglr adjustment factors In .16.
1).The Generl Contractor and Masan to review plans,elevations,details and holes to � •
1 determine intended halghts of finished foor(s)above typical grade. 4 INTERIOR SHEARWALL CONNECTIONS: Joint Description Common Nags Box Nails
NalSpadngQ O13
s 2�All footings to rest on tandisbxrbed(virgin)toll.Assumed bearing 3000psf Allowable sidewal lengths provided In table 3.14 shah be pern tad to be increased when ROOF NAILING
Interior shearwafs are used.Shoothig and connections shalt be in soocrdance with ....
13).Provide V?expansion johd material between concrete stabs and abufing 2.4.42 and 2.2.4 respecively. Rafter to Top Pate(Toe-nailed) 3.8d 3-8d per rafter Ci 0
I concrete or masonry wets occuring In exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WAIL OPENINGS: Ceiling Joist to Top Plate(Toe-nalled) 3-8d 3-8d per joist
4. Header andlor girderch
My new soncrels waft being attached to existing concrete structure shall
der connections shalt be attached with uplift connedlonns In accordance Ceiling Joist to Parallel rafter(Face-nailed) 5-16d 5-16d each lap
with table 3.5,Window sill plates shall be have steel connectors in accordance with table � 'U
!be installed with#4 re-bar.18"tore at 1r o.c-Use approved epoxy for Insiallatbn. 3.5. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap -
i5).thnleas oa,erwise noted,all an graft to be 2500 p.sl.Concrete b be Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per lie `0
ured on 4 inch thick sand or 0).CATHEDRAL CEILING ASSEMBLY- Blocking to Rafter(roe tin
po gravel flit wth 6x8 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the ratters shall either be notched and 9 (f railed) 2-tad 2-16d each end V
i to be minimum 3-1/2 Inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge Rim Board b Ratter nd .ail 2-16d 3.16d each end
i 6,Crawl spaces to be provided with a minimum 18)de access opening.install one along the open calling part of the building.Connections to the ridge and wall shall be be WALL.FRAMING0) •
i ) attached within the above requirements. ill
;sx16 cast iron foundation vent for every 150 eq.ft.of area. Top Platte to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot
DECK AND COVERED PORCH NOTES: O�
17).Dampproof exterior of foundation with bituminous coaling as per sari on R406 of Top Plates at intersedrins(Face-nailed) 4-16d 5-16d Joists-each side •
•N.Y.&Residential ConsbucDon Code.A 6-ml polyethylene film shall be applied over 1).Unless otherwise noted all framing=left[to be#1 ACQ pressure treated lumber.
the below grade portion of exiedorwais prior to back filling. All fasteners,hangers and anchors to be gaivi lined or standess steel. Stud t0 to H (FaceFace-n 2 d 2-16d 24"o.0
Header to Header(Face-nailed) 16d 16d 16"o.c.along edges L N
18).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bofted to each post with washers and nuts.
Gliders on concrete piers shall be anchored with proper steel corimmlors anchored T or BotbOm Plate to rfv Uri End Nail 0
FRAMING NOTES Into concrete with a minimum 1/2"dia x T long anchor bolt with washers and nuts. Top ( edit 3-16d 2-40d per stud .-
11).All framing techniques and methods as prescriptive design of 2020 3).Posts supporting girders shhail be anchored to a 12'x17x12'thick concrete footing. rat M
I Edition Wood Framing Construction Manual. Use a minimum I IT dia x T long anchor bolt with washers and nuts.Footings Shag v
be 3 ft below grade.Concrete piers to be used wgh al porchesldecks wfh raft or pergulas. (n
12).Unless°n'erwise noted,all naming and structural wood material to be#2+BTR. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d
Douglas Fir. 4).Deck joists to have blocking at 90 o.c.. Bottom 2-16d(1,2) per foot I
FLOOR FRAMING rt
3).Floors,walls,callings and rafters to be spaced at 16 inches o.a unless noted M
5).A minimum of 10 inch bashing shall be installed between the building and ledger.
jolhe""'ise• Ledger to be fastened to building with 10 dia.bolts with washers and nuts Joist to Sill,Top Plate or Girder(ice-nailed) 4-8d 4-10d per joist
� NO
4).hitless otherwise noted,d beefing wall headers to be(2)2x10 02+SM Doug.Fir. where needed. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end
;Bearing wall headers to haws(2 jack studs and(2)full length studs on each side of all6) Concrete piers shalt be a minimhan 6"above grade. Blocking to Joist( w-mi� 2-8d 2-10d each end
openings.LVL theadars to have(3)jack studs and(2)full 6-0 studs on each side of Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block W
openings.Bearing wall window slit shall also have(2)window sin plates fix 2x4 wag 4 All joists ID be supported with hangers and anchors.Each Joist shd also be anchored
�opentngs between V1 and WO and 2x6 wall openings between 611 and 819.Provide fire to g�ak Ledger Strip to Beam(Face-nai10d) 3-16d 4-16d each joist
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per jolst
Band Joist to Joist nd mil
5).AN flush bearnsRheadere b be installed with heavy duty gahAnized hangers and � ecl) 3-16d 4-16d per joist
anchors whom aWiabletoall conneclingjoists. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(1) 3.16d (1) perfoot
8tobDouble owdmilli lie shall
parallel to pmpe a�apacity unim� 111�AllConstruction
,drainage and ver>ang to be installed as per N.Y.S.Residential ROOF SHEATHING
Floors on plans, Structural Panels(See Notes 4,5 and 6)
17).Provide btnddng/txldging in floor joists at 8'0 o.c..Use solid blocking in floor joists
2).Verify septic system with the Engineer for Suffdk County Health Deparbhhent approval. Interior lone 8d 10d 6"edge/17 field
Perimeter E Zone 8d 10d 6'edge/6"field
4 under all bearing walls. 3).If wall studs,plates or jdsts are cut out during instaiafon for an plumbing related work,
provide adequate bracing and plates to protect and secure the stn,ckne.verify,with the Gable End Rake wth up b 1'Rake Overhang 8d 10d 6"edge!5'field
19PmMe Insulation battles at am vents between rafters.Install draft blocking as state code and manulacture`s am,mendabon for maximum hole alas and spacing permitted.
I HVAC SYSTEM NOTES CEILING SHEATHING
tC X extUnless otherorshe se rested,all roofs and walls b have a mover plainimurntes
es d hc, der Fir 1).Mechanical subcontractor is responsible foradhearig to al appliable codes and safety Gypsum Wallboard 5d coders 5d coolers 7"edge 11("field
CDX exderlorsheathing grade plywood.Pywrood b cower over plates and headers requirements. WALL SHEATHING
10).Unless otherwise noted use 31411 thick Td,G PTS Fir or Advantech plywood subtioor y system date and requiremems with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 117 field
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed equipment
HVAC subcontractor k b 1UI 000rdiate all
,over subfloor as per manutacl u a Instrudons. equipment supplier.
i 11).Al bathroom wails to have IrZ thick moisture-resistant sheetrvdc Garage walls and 3} HVAC subcontractor to provide final system layout drawing and submit ft to the General 5d coolers 5d 0001e13 7"edge/10"field
i ceilings and over furnace to have 5V Ihick type-x sheetrodc.All other parts of building Contractor and owner for final review and approval. Gypsum Wallboard
Ito have regular IM shestrock.All walls to be taped and Infstm)a ELECTRICAL NOTES: FLOOR SHEATHING
12).Al roofwhh a pitch less than 4.12 shall be instaledwith an Ice&Water barrier or 4 AS electrical to be installed as per N.Y.S.Reskienttai Construction Code. Structural Panels
approved equal.Flat roofs shag be applied with a Fiberglas base sheetwith an EPDM 1"or less 8d 10d
torch dawn type material over. 2).All electrical work stall be approved by a qualified Underwrilar. 6• /12"field
13).AN sit plates and wood In contaa with concrete to be pressure treated sit plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 (1)Nailing requirements are based on wall sheathing raged 6'on-center at the panel edge. Altemate nailing schedules shall
ibe Installed with a foam slit gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Const ucdon Code. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall
be used to maintain load path.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wail sheathing 4 feet of the terriers,the fourfoot edge zone attar ment requirements shag be used. ,o�,� n y?
(3)Tabulated 12 Inch o.c.nail spacing assumes wag sheathing attached to stud furling members with 0.42<G<0.49. �<,
Ground Snow Wind Seismic ea Frost Line Termite Decay_ Winter ce Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,inducing 4 feet on each side of the roof peak,the 4 foot
Load Speed Depth Design Inderlayment perimeter zone attechment requirements shall be used. c� /
Tem a uired (5)Tabulated 12 inch o.c.nag spacing assumes mof sheathing attached to rafter!truss framing members with G>0.49.For
25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nag spacing shall be reduced to 6 inures o.c.
to Heavy6 For s ter than 130
Moderate ( ) P�tip mph.blocking Is required which transfers shear load to two additional rafters(3 rafters to
total).
(7)For exterior panel siding,galvanized box nails shall be permitted In be substituted for common nails.
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CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST NNT CONSTRUCTION CONNECTORS
- o 0\
CONNECTION LOCA;:lON: PART NUMBER: NOTES: ao
RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS °`
(
Lu '0 I
RAFTER-TO-W,4LL RT20 APPLY TO EACH RAFTER 0 M
APPLY TO EACH RAFTER
NOTCHED RAFTER RAFTER—TO--PLATE RT15 USE WITH SPTH4 CONNECTOR 0 w
RAFTER RIB PLATE-TO-WALL ,STUD SPTH4 APPLY TO EACH WALL STUD `n
RIDGE 2ND. FLOOR WALL-TO-1S-T. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD Lo
HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD Lo
CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWR ANCHOR ADS5 APPLY TO EACH SIDEWALL END
1ST. FLOOR-UNDER-S LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE L
nplCAt.RMETO�RSTRAPPING _plj _ USE WITH 3" SQUARE WA HERS
USk THE FOLLOWING OR APPROVED USP METAL COWECTORS FOR PROPER WCND RMSTMT
FOLLOW MAwFACIUPZS RECOMSM MISTALLATKM NSTRUCnm TO ACHIEVE MAXM"UPLFT LOAD CAPACfTY. •�• Z
H
d
Q d
.�
RAFTER PROVIDE 1120 SPACING 0
.� 0
BETWEEN THE END STUD ANCHOR SOLI CONNECTION c V
AND THE 2 OTHER STUDS W 4-
FOR ALLOWINGCONNECT AWFro cork"R NXT ROLNUTM offou.ANCHOR NXT 't7
RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHCORNE
EAR D sou PLATE TO"°u'i°r"'o" :lTomr 7r oc .� V
TOP PLATE . , FASTEN WITH(2) 1&i ILL,S PLATE TO FOLW MlTM Z S 3r oc •
TOP PLATE ._._p COMMON NAILS Q 6 O.C. lmopmppkTm
WALL STUD . ' WALLea,TolYl P TE To Pouor►TaN. 1,2 STORMS dr oc •
WALL STUD SIDEWALL. ENDWALL USE WITH 3A SfUMRE WAS L N
(USP LOPM OR 8M)
0
TYP1 ,$ �jQWAl,1.STUD COI IF! .. ALTERNATIVE MMR TO WALL STUD CONNECTION SHEM CONNECTION
I
2ND. FLOOR WALL STUD
KING$TUDS
0� �O
2ND.FLOOR PLATE
SUBFLOOR CRIPPLE STUD 0W
WOOD JOIST RIM BOARD }DEADER
BLOCKING .
WOOD JOIST
1 ST. FLOOR TOP PLATES JACK STUDS
GIRDERIHEADER
WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD
JOISTf_RMING OVER WOOD 91 MT FRAMING FLUSH WITH GIRDER/HEADER
IYP_LCAI.MULTISTORY CONNECTIONS
1 ST. FLOOR WALL STUD
1ST. FLOOR PLATE
SUBFLOOR SILL.,GASKET
WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD
BOTTOM PLATE BOTTOM PLATE • , - .
BATHTUB SUB FLOOR DOUBLE SILL PLATE ' , DBL.SILL PLATES
DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS)
FOUNDATION WALLr;;
.e FOUNDATION WALL , Cc:,
�h
DOUBLE JOIST FOER UNDER A BATHTUB DDI,ma JOIST FOR NON-BEARING WALLS I ST FLOOR TO FOUNDA 0� CONNECTIONS SILL 19 FOU,NOATKM ANCHD$,L'NG � .
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DECK 8r PORCH CONSTRUCTION DETAILS 8r WIND LOAD PATH CONNECTION DETAILS CONN WIND RESISTANT CONSTRUCTION CONNECTORS Z ECFION LOCATION PART NUMBE NOTES
V Y
I 4 P `'T TO F OT N A C R P 44 w d4 PA I ti-r MIN %2" " ANCHOR LT 0-
u
6x6 POST TO FOOTING ANCHOR PAU66 OR W 66 DAU66 USE yr' MIN. 1 2" DIA. x 7" A.NCHbR B LT M
\ 4x4 POST TO GIRDER HEA FR - PBS44 PB 44 / KC44 SE ONE TYPE FOR EACH POST 'L �1- aD
/ 6x6 POST TO GIRDER MEADER PBS66 PB E66 KC66 JSE ONE TYPE FOR EACH POST pdj 4-
j \\\ pOSVCOLUMN TO GIRDERLHEADER LS-Al2 .OR LSTA24 JSE (21 FOR EACH POSTLCOLUMN a0
,� \\
RAFTER - - sTAlE3-��RI.NGER.._CC1NN �1.9�J_ _ ____TMIJ2OR- a1PAa-_ �._ C • O�
- -0N-.E,AC�I--STF'1N_GE-R---
�/ RAFZER ' ST-TO-1=I_-A -ER-TYD4uVN_____._ ____. .T.�- _�.__.----_ - w -0 N
RAFTS \ ` E-F-0R €-AGt1-RAF-TER _ Q
�� \ ` USE ON EACH RAFTER. tAPAI USE ONLY O
� mac" � sr,r Ih LEDGER > �� \ PAPER TO' LEDGER BOARD TM1:26 OR MPA1 ^ � .� � M
Vj/ I q �\ lH R TMU26 CAN NOT BE USED
I O N
�, ` USE THE FOLLOWING OR APPROVED USP MFT.AL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTON.
RIDGE << , , h `� `\��� j FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CA.F�.CITl'.
HEADER a,
-V � \
R A F T E Table 3.1 Nailing Schedule cool Framed Construction Manual 2020,Pages 149 and 193)
to
Number of Number of
Joint Descri 'on Conhmon Nar1s Box Nails �Nall
r :- •`� ._ \ ROOF NAILING i
Rafter-110 Top_ --=--
TYPICAL RIDGE TO RAFTER STRAPP NG P,AFTER TO WALL CONNECTION A[ TERNA-`:VE RAFTER TO HEADER CONNECTION CelftJoisttoTopPlate(Toe-hailed) 3-8d 3-8d perjoist
Ceiling Joist to Parallel Rafter(Face•galled) 5-16d 5-16d each lap
Ceiling Joist Laps Over Partitions(Face-naffed) 5-16d 5-16d each lap s•
Collar Tie to Rafter(Toe-nailed) 2 40d 2-10d per tie
BlocWng to Rafter(Toe nailed) 2-8d 2-10d each end
GIRDER/H F A D E - a— T ��\\ STAIR T R E A B Rim Board b Rafter End Naled 2-16d 3-1sd ear I end
WALL FRAMING I •� Z
RIM BOAR
POST C � .,` P 0 S T Top Plates t iInter�ti(onss((F oe ) a-166dd(1) s-166dd(1) perfoot
each side
/�OLUM47p;
S TR I N G E Stud
��r(Few-rolled) sd1� sa i eo c along edges �,,.�� ,
RIM/DECK J01. o O
O
i o Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud
GIRDER/H ADFR TO POST/ Ol )MN C NNE 'ION
STRINGER 0 DECK/PORCH CONNEC-ION — �S
f d 4—
Bottom Plate to Floor Joist,Band Joist,End joist or Blocs ft(Face-Jailed) 2-16d(12) 2.16d(12) per foot
POST TO DECK/PORCH CONNECTION FLOOR FRAMING '� V
Joist to Sin,Top Plate or Girder(foe-nailed)__,- ----------- --- ---_-_....._.._ 4-ed _ _..4-1 Od .-.__..-_- •
\ eachet
Bridging b Joist(Toe-na�'led) 2-8d !2-10d each end
Bloddng to Joist(Too-nailed) 2-8d 12-10d each end �.
Bloddng to Sift or Top Plate(Toe-haled) 3-16d 4-16d each block •
Ledger Strip b Beam(Face-nailed) 3-16d 14.16d each
joist
'I R D E R/H E A D E�- \ Joist on Ledger to Beam(foe-nailed) 3-8d 3-10d
r: `�;% _ ist
Band Joist b Joist(End-nailed) 3-16d +4-16d per'joist t.
0 0
BIRDER/ HEADS
G / Band Joist b Sit or Top Plate(Toe-naled) 2-16d(1) �3-16d (1) per foot � �
POST/COLUM --_---_._.-_. .__......._.-_._.._-___ -..___.---..-___-..-,--ROOF SHEATHING -
`�JOIST :� Panels(See Notes 4,5 and 6) -------
Structural - - - ---- ----__.—__—
Interlor2one 8d 10d li` 112°field
POST/COLUMN E) Perimeter Edge zone 8d 10d 6°edge/6-field
Gable End Rake with up to 1 Rake Overhang 8d 10d 6-edge/6-field 1
GIRDER/READER - •-�
CEILING SHEATHING W M ,
Gypsum Wallboard 5d coolers 5d coolers 7'edge l 10'fiefd
--- WALL SHEATHING N `O
Structural Panels(See Notes 1,2,and 3), 8d.. __.__....... _ _.. ;..10d--_ __.._ 6'edge 117 field_-- --_
G_RDER/HEADER TO POST/COLUMN CONNECT'ON GIRDER/HEADFP•, TO POST/COLUMN CONNECTION MST TO GIRDER/H AD R CONNECTIO Wald 5dcaders ' Sd000iers 7"edge 110'fieldq!LOM I
FLOOR SHEATHING
Structural Panels
1-or less 8d i 10d 6-edge/12-field •�
(1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Altemate nailing schedules shall W •
' be used where wall sheathing nal'ing is reduced. For example,if wall sheathing Is nailed 3 inches on-cwter at the parcel edge
;_ to obtain higher shear capacities,nailing requirements for structural members shall be doubled,oraftemate connectors shag -
GIRDER l //. \ be used to maintain bad path.
\ / (2)For wail sheathing within 4 feet of the oomers,the tour foot edge zone attachment requirements sMI be used.
P J T (3)Tabulated 12ft o.c.moil sporting assurhes wail sheathing attaChad b stud irerrdrtg members with 0.42�G<0.49. N(4) For roof sheath 4 fe ing within et of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot _
WOOD J 01`, perimeter zone attachment requirements shall be used. O i
•', U (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter!truss framing members with G>0.49.For
CONCRETE P I E - " ° ", G I R D E R�H E A D E , \. framing members with<OA2<GWA9,the nai spacing shall be reduced to 6 inches o.c.
^ 1 ` X 1 X 12 CONCRETE F O O T ° " , " (6)F wind speeds greater than 130 mph,bloddng is required which transfers shear load to two additional rafters(3 ratters In
�A,>� WOOD JOIS
4 (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
POST TO FOOTING CONNECTION DECKAND'COVERED PORCH NOTES:
,jOST FRAM'NG FLUSH WI f H GIPDER/HEADER All fmmr&sj hangers 0*4 anchors b Imbeai"°°ar�°�ra''�a�ah , down
be galvhined or stainless;steel.
R D E R TO C O N C R T E R CONNECTON 21 Ghdam nor dear joft to ba baked or andww to acn post or pier vft wadm and nuts-
anchored
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA lners on m�rr ,rrdi nga �,�,,�
aid nuts.
Ground-Snow- Seismt eatherin F-mst Line -Tem d y-— jnter Barrier_ _kmd.Hazar& 31 POOR SUpPO"9MM shall be anchored to a 12NIM2•Ihidc concrete fooang.
Use a mhm V2'die x r longas anchor boll wMh washers and nuts Shall
Load Pew Depth Design nderlayment hw
be 31 below grade.Qd with moll shell have 1r d o.concrete OasTbbelow� grade.
_25psf..___-- ..140mph .._B __ __ Severe.------36In.—_._ Moderate Slight to.--_- .15"F._ Yes __- _ 4}Deckloisls Whom blocking ataooc.
to Heavy Moderate 51 A minimum of 10 inch clashing shall be Installed between the bulking and ledgar. Z� ��a
Leto be faslenned b building wM 10 dia.bolts with washers and nuts ,V ,1 rt,(1
at1 o.a y
61 Concrete plebs shall be a minimum 8'above grade.
71 All Joists to be supporled with hangers and anchors.Each Jobt shall also be anchored
ID gida{s)• :f
8}Co"md Roots shall be assembled and anchored Uhe awns manner as a typical building.
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