HomeMy WebLinkAbout42743-Z rra�c�
SutF�t'fc` Town of Southold
7/10/2019
P.O.Box 1179
c a 53095 Main Rd
Southold,New York 11971
-:StII`7�1
CERTIFICATE OF OCCUPANCY
No: 40487 Date: 7/10/2019
THIS CERTIFIES that the building COMMERCIAL REPAIRS
Location of Property: 7850 Route 25, East Marion
SCTM#: 473889 Sec/Block/Lot: 31.-6-17.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/7/2018 pursuant to which Building Permit No. 42743 dated 5/31/2018
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:
"as built" exterior balcony and stairway reconstruction to existing front building for second floor access.
The certificate is issued to 7850 Main Rd LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A hd
' Signature
TOWN OF SOUTHOLD
�O Gyp BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
• SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42743 Date: 5/31/2018
Permission is hereby granted to:
7850 Main Rd LLC
c/o Samuel Glass Esq
249-12 Jericho Tpke Ste 230
Floral Park, NY 110014020
To: legalize "as built" balcony and stairway reconstruction to existing building as applied
for. Additional certification may be required.
At premises located at:
7850 Route 25
SCTM # 473889
Sec/Block/Lot# 31.-6-17.2
Pursuant to application dated 5/7/2018 and approved by the Building Inspector.
To expire on 11/30/2019.
Fees:
AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $663.20
CO -COMMERCIAL $50.00
Total: $713.20
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Bui in ector
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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. -5 - - �
New Construction: Old or Pre-existing Building: (check one)
Location of Property: a, r-os (rac o�1
House No. Street Hamlet
Owner or Owners of Property: Sa` u eA G 1 o s-s
Suffolk County Tax Map No 1000, Section Block Lot C) on
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: USA,, Ty)e. 6 l l t ee -_T:'nA 01:t
NoCA1r% 0i IL
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Tempora Certificate Final Certificate: (check one)
Fee Submitted: $
Applica nature
�oF sours
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] 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:
DATE INSPECTOR
# TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKSt:
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DATE INSPECTOR
oesoury
o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
Comm 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
FRAMING /STRAPPING FINAL • 9AA
[ ] 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 wk
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TOWN OF SOUTHOLD BUILDING DEPT.
coum, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ VNSULA T N
[ ] FRAMING /STRAPPING [ FINAL �i
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
C JIV - &4A
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DATE INSPECTOR VAlf
OF 50UT2, 743
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] 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 v �� INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION(1ST)
---------------------------------
'FOUNDATION (2ND)
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ROUGH FRAMING& tr1
PLUMBING
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INSULATION PER N.Y-. �]
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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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 Buildin4 Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 �7Survey
South oldtownny.gov PERMIT NO. ( Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined_ 13 ( 2, Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to: -7 85 -) MCk
Disapproved a/c �'��-� r ► N�+c�o (�v ' I��9
dPhone: CP3 -3 7 7- o?Q
Expiration 20
DI
R
Bu ding Inspector
MAY - 7 201 ICATION FOR BUILDING PERMIT
B n,L,2-iG,1D�i+`PT. Datej -.� e , 20 1
TOWN OF SOUTHOLD 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 I�.epartment 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.
(Signa a applicant or name,if a corporation)
plcj.sf� Ad, 40-yko \0-
(Mailing address of applicant) A IC09
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the tax roll-or latest 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 which prop sed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section C2 I .(2Q Block Q(o .00 Lot "l
Subdivision FiledMap No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy cj b
b. Intended use and occupancy 4,2!±o
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor-3
If garage, number of cars L.1 3
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 same structure with alterations or additions: Front Rear
Depth Height Number of_Stori s
8. Dimensions of entire new construction: Front Rear '� + f Depth
Height Number of Stories' a,_, k
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
13. Will lot be re-graded? YES NO Will excess fill be removed.from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address _ Phone No
Name of Contractor Address Phone-No.
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.G. 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 OF
being duly sworn, deposes and sayd8W ksbh is the applicant
(Name of individual signing contract)above named, Notary Public,state of New York
No.01 BU61 850,so
(S)He is theQualified in Suffolk County
(Contractor, Agent, Corporate Officer,etc.) Pores p"I 4,2__
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 before me this
day of 20_d
�y
Notary Public Si atu e of Applicant
I-
Scott A. Russell ,��°su p STORIMMA\T]E K
SUPERVISOR MANAGIENUENT
SOUTHOLD TOWN HALL-P.O.Box 1179 v"
53095 Main Road-SOUTHOLD,NEWYORK 11971 0 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE E FO L]LOWIING:
(CHECK ALL THAT APPLY)
Yes No .
❑[ A. 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.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑[� F. 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 your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
Distnct
NAME.
G oG ov l qA 5--7- 1
ml ` Section Block Lot
FOR BUILDING DEPARTN-IENT USE ONLY
Contact Information 9
Crelephon<Num0.n
Reviewed By:
Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
� Approved for processing Building Permit
71 �&� ' t f�(�� x t^` �dQ 6 G Stormwater Management Control Plan Not Required.
, ���� ��� \\�3 7 ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
Pontino, Susan
From: Pontino, Susan
Sent: Friday,June 07, 2019 9:52 AM
To: 'williamwalters@danielgale.com'
Subject: 7850 Main Rd, East Marion
As discussed I am emailing you what needs to be done in order to close out the open permits on the above mentioned
property.
BP#42743 for the As Built balcony and stair reconstruction—the building inspector needs to come back for another final
inspection to see that all the work was completed as per his last visit.We have scheduled this appointment for Friday,
June 28. You would also need to setup afire safety inspection with the Fire Marshall, he is in the office Tuesdays,
Wednesdays and Thursdays. He does his own scheduling, please call him at 765-1802 on one of those days.
BP#41572 for Commercial Repairs—an electrical permit and inspection needs to be done. We have scheduled this
appointment for Wednesday,June 26. We need an electric permit application and a fee of$125 before the date of the
inspection.
If you have any questions, please let me know. Thank you.
Susan Pontin
Clerk/Typist
Southold Town Building Department
1
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Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
condonengi neering.com
May 30, 2018
Mr. Michael Verity
Chief Building Inspector
Southold Town Building Department
53095 Route 25 .t
P.O. Box 1179
Southold, New York 11971
Re:The Blue Inn -7850 Main Road, East Marion
Dear Mr.Verity:
The repair and rebuilding of the rear balconies and stairs at the Blue Inn as detailed in the plans
prepared by Eileen Santora and reviewed and signed by me were designed in accordance with
the loads specified in Section 1607 and framed in accordance with Section 2308.-Conventional
Light Frame Construction in the 2015 International Building Code.
If you have any questions please call me at 631-298-1986.
Yours truly,
on on,
081684 e
SURVEY OF DESCRIBED PROPER T Y
SI TUA TED AT
EAST MARION,
TOWN OF SOU THOLD
SUFFOLK COUNTY, NEW YORK
S.C.T.M. N0. 1000-031-6-17.2
1.4 ACRES AREA = 60,843 S9. FT.
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ON SECTION 7208 OF ME NEW YORI( STATE ED.JrAlXW IAM. COPIES OF 7M SURWY WP
locsNOT SE40OW IWLAND SURVEYORS SXMTURE Aw RID W OR CW90SSSED SEAL SiMa
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328A Main Street Hampton Atrium Unit 0-4
Center Moriches, NY 11934 186 W. Montauk Highway
Hampton Bays, NY 11946
Phone: 631 878-0120 Phone: 631 728-5330
UPDATE: 04/09/2010
Fax: (6 1) 878-7190 Fox. (631) 728-6707
UPDATE: 11/18/2003 N.Y.S. UC. NO. 049287
FILE N0. T6328 SCALE: 1 � •= 30'
DATE. 12/28/2000 COPYRIGHT — 2010 PAT T. SECCAnCO P.LS., P.C.
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PLAN CONTENTS: v,
LE: OCCUPANCY CLASSIFICATION NYS. �UND___kE2�500�tTIALE ERA ��' I WIND FRAMING NOTES BUILDING US L
1).RIDGE-TO-RAFTERASSEMBLY:
1-1/4'x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. BUILDING HEIGHT
When a collar tie Is used in leu of a ridge strep,the number of 10d common rails required TOTAL SO. FT. OF CONSTRUCTION
in each end o f tie collar tie treed not exceed the tabulated number of 8d nails in the strip. EC t V
CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND 0 D AS NOW D
1).The Information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL I i /2.1�° Q v7 f CGS`LO(5 DATE:-5 4-�
Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wail connections for rafter,ceiling or truss to top plate shall be In B.P.. �L� }
for generally accepted good building practice and cxx�ancewith current New York accordance tota�3.3.When arafter ortruss dor#fall Inline with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES �) ON
State bidding codes.The General Contractor is responsible for providing standard or trusses shall be attached to the well top plate mrd the wall top plate shall be attached to EXT. BALCONIES 40 FEE: °S, a 6 BY; v d
eXrt81r1xfti0n details and procedures to erasure 8 protessbrhafty fkhlghed,structurally
the to the wall stud with uplift connections,Roofs overhanging the rake side of the buffing DECKS 40NOTIFY BUDDING DE PAR E-
sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3.3c ENT AT • (T
ATTICS w/o STORAGE 10 •765.1802 8AM TO 4 P FOR THEN
2).The General Contractor is responsible for ensuring that all work and constriction 3).WALL-TO-WALL ATTICS wO-WALL ASSEMBLY: DESIGN LOAD CALCULATIONS / STORAGE 20 FOLLOW JNGINSPECTIONS: � D .2+
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ROOF (GROUND SNOW LOAD) 25 1. FOUNDATION
These codes are to be considered as part of the specifications
for building and accordance with table 3.3b.When wall studs above do not In Ire with studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 FOR POURED CONCRETEUiRED „�
should be adhered to even If in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors In
accordance with table 3.3. ROOMS (SLEEPING) 30 2. ROUGH. FRAMING & PLUMBING V W
3).Dmharhsions shall take ptedoent over sraNddrawl3. INSULATION drawings. STAIRS 4C 4. FINAL - CONSTRUCTION MUST
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200
First wall studs shall be connected fo the foundation,all plate,or bottom plate with uplift 01
EXPOSURE CATAGORY
4).The engineer has not been engaged for construction supervision and assumes oo connectors,Steel straps shall have a minimum embedment of 7 litotes In concrete BE COMPLETE FOR C.O. �
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-or-grade,15 Inches In masonry block foadatlors,orlapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION ALL CONSTRUCTION SHALL MEET THE
construction mans,methods,techniques,sequences,or procedures,or for safety the plate and naffed in accordance with table 3.3b.When steel straps are lapped under the ROOF - FOUNQATION DETAIL PAGE & GENERAL NOTE PAGE
REQUIREMENTS OF THE CODES OF NEWLO
precautions and programs In connection with theworlc.There are no warranties for a bottom plata,3 inch square wastes shat)be used with the anchor bolls.Anchor bolt NAILING SCHEDULE SEE GENERAL NOTE RAGE YORK STATE. NOT RESPONSIBLE FOR
specific use expressed or Implied in the use of these plans. spacinanchog Is
to be spaced are spaced d sized Inana cordaince nc to table from Lite a I oafda tinall o spa d�
p EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE _ DESIGN OR CONSTRUCTION ERRORS.
5).Refer to the Window and Door schedule for exterior openings. comers. FIREPROTECTION Ym.
SEE FLOOR PLANS '
6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: (SMOKE & CO2 DETECTORS
or exceeds manufacturWsspecifications and applicable codes. Type Iext sham walls with a minimum of 7116 Inch wood structural panel onthe exterior TRUSSDESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
attached with 8d common nails at 6"o.c.at tie panel edges and 12'o.c.In the field,and COMPLY WITH ALL CODE S OF L.
7).The General Contractor Is to consult with the owner for all bxurit-in Items 112 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7"o.c.at pard ENERGY CALCULATIONS R ESCHECK 4.6.3
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the flekd shaft be In accordance with the length requirements specified NEW YORK STATE & TOWN CODEW
In table 3.15a-b. -
AS REQUIRED AND CONDIT ONS CC ;� �►
6).wlrxt load requirements shat be taker into account during oxxnstruction. 6).TYPE a EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) Z
FOUNDATION NOTES. Type I exterior sheanwalls shall meet the requirements of table 3.15a-b times the appropriate V)
Length adjustment factors In table 3.16. Number of Number of
1).The General Contractor and Mason to review pins,elevators,details and notes to �L�}t01T 'y�,lj�,Q ' � OQ
determine Intended heights of finished iloor(s)above typk:al grade. 7) INTERRiOR SHEARWALL CONNECTINS: Joint Description tion Common Nails Box Nails Nail Spacing
2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ROOF NAILING
interior sfearwals are used.Sheathing and connections shell be In accordance with _ ...,.
3).Provide 112"expansion joint maters between osmate slabs and abutting 2.4.4.2 and 2.2.4 respectively. Rafter t0 Top Plate(Toe-nailed) 3-8d 3- per rafter
concrete or masonry Ovals occu ring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-wiled) 3.8d 3-8d per,�oist O
,� 0
Header arxdlor girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5,Window slit plates shall be have steel oonnectors in accordance with table C U
be Installed with#4 re-bar,18"brig at 12•o.c..Use approved epoxy for Installation. 3.5. Ceiling Joist Laps Over Partitions(Face-nailed) 6.16d 5-16d each lap OCCUPANCY OR1151) 4-
aj.Unless otherwise ,all slabs to on grade be 2500 N.S.L.Concrete to be Collar Tie to Rafter(Toe-nailed) 2.10d 2-10d per tie
poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs W CATHEDRAL CEILING ASSEMBLY: Blocking to Rafter(Toe nailed) 2-sd 2-10d each end USE I S UNLAWFUL
� Q
to be minimum 3-1x2 inch thkak. Where a rides Is to be used as a structural beam,the rasters shall either be notched and �
anchored on top of the bean or slope connectors shaft be attached to each rafter4o-ridge Rim Board to Rafter End Nailed 2-16d 3-16d each end
6).Crawl spaces to be provided with a minimum 18'x24"access opening.Install one along the open ceiling part of the budding.Connections to the ride and wall shall be be WALL FRAMING - WITHOUT C E RT I F I CA E
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. I `
Ta Plate to To Plate Face-nail Z-16d 1 2-16d 1 r foot
DECK AND COVERED PORCH NOTES: p p ( �} ( } { ) per OF OCCUPANCY
7).Dampproof exterior of foudation with bituminous ak-Ying as per section R406 of Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side d1!
N.Y.S.Residential Construction Code.A 6-ml potyeth}'tire film shall be applied over 1).unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c.
the below grade potion of exterior walls prior to backf lrrn. Ail fasteners,hungers and anc ho s to be galvanized or sWrdess steel.
Header to Header(Face-nailed) 16d 16d 16"o.c.along edges L N
6).Drainage as per section R405 of N.Y.S.Residential r'onstruction Code. 22)).�� forconcrete joists to p� �I bo e drd o each
h post washers andwith proper steel ina. RETAIN STORM WATER RUNOFF S. �
anchored 0
FRAMING NOTES Into concrete with a minimum 112"dia x 7'long anchor bolt with washers and nuts. Top or Bottom Date to Stud(End Nailed) 3-16d 2-40d per stud PURSUANT TO CHAPTER 236 4-
1).All framing tachniquea and methods as presexlptvA dash n of 2016 OF THE TOWN CODE. r�r�
g 3).Posts supporting girders Stell the anchored to a 12 x127c12'thick concrete footing. rt �•�
Edition Wood Framing Construction Manual. Use a minimum 11T die x 7"long anchor bolt with washers and nuts.Footings Shag �•+
be 3 ft below grade.Concrete plars to be used with all porclesldedks with roofs or pnulas. I /GAJ
2). gl ass otherwise noted,all ironing and stnudrr at h sod material to be#2+BTR. Bottom Plate to Floor Joist,Band Joist,End joist or BlockingFac o-Nail 2-16d 1,2) 2-16d 1,2;
). ecjoists per foot
Doul Flt. 4Dk itthtaking at 8`0 o.c.. ( { (1.2),
4). ..
FLOOR FRAMING � 1•-i
D �C��'/ 3).Floors,orals,Ceilings and ratters to be spared at 18 Inches o.c unless noted 5).A mknhrum of 10 Inch flashing shall be Installed between the building and ledger.
s
otherwise. Ledger to be fastened to building with VT dfla.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist \F��� �N'S���������
D a II headers to ae 2 2x10#2+BTR .Fir_
where needed. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end �i E 4 U I R E D EE-1 �R E,
4).Unless otherwise rested,all bearing ora ( ) Doug
V AY 2 3 2018 Bearing wall headers to have(2j jack stuff and(2)full; hgtn slues on each side r>F all 6).Concrete piers shag be a minimum 6'above grade. Blocking to Jost(Toe-nailed) 2-8d 2-1 ski each end 0P Eta Ike G W
openings.LVL headers to have(3)jack studs and(2)Hull length studs on each side of Blocks to Sill or T Plate(Toe-nailed) 3-16d 4-16d each block
openings.Bearing wall window ails shall also have(2):window all plates fox 2x4 wall 4 AN f to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and fi 0 and 2x6 wall openings between 611 and 8'9.Provide fire to l s Ledger Ship to Beam(Foxe-nailed) 3-16d 4-16d each joist
�.:�) _•�'. and blocking where applicable. Joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist
TONNrN OF SOUT11OLD 5).All flush beamsJhedeers to be Installed with heavy darty galvinized hangers and 8).Covered Roofs shall be assented and anchored the same manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist
�f
anchors where appllcableto all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-164 (1) perfoot
0 6).Doug up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).AN water supply,drainage and venting to be Installed as per N.Y.S.Residential ROOF SHEATHING
Floors to have ceramic tie installed shall be verified far proper bad capacity unless noted Construction Code.
on plans Structural Panels(Sea Notes 4,5 and 6)
2).Verify septic system with the Engineerfor Suffolk County Health Department approval. Interior Zone 8d 10d 6"edge/12"field
7).Provide biockIngtbridgIng In floor jolsts at 8'0 o.c..Use sold blocking In floor fists perimeter Zone 8d 10d 6"edge!6"field
under all bearing walls. 3).If wall studs,plates or joists are trout out during Installation for any plumbing related wok, 8d 10d 6"edge/6"field
provide adequate bracing and plates to protect and secure the structure.Lure.Verify with the Gable End Rake with up to 1'Rake Overhang
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state cede and manufacture's recommendation for maximum hole size and spacing permitted.
needed. HVAC SYSTEM NOTES CEILING SHEATHING
9).Unless otherwise noted,all roofs and walls to have a minimum 112'thick,4-ply Fir 1} MechaNcal subcontractor is responsible for adhearing to all applicable noxious and safety Gypsum Wallboard 5d Coolers 5d coders 7"edge 110"field
COX exterior steatttirg grade plywood.Plywood to cover over plates and headers, requirements. WALL SHEATHING
10).Unless otherwise rioted use 314"thick T&G PTS Fir or Advan tecdh plywood subfloor 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier.
over subflow as par manubeture's instructions.
11).All bathroom walls to have 1/2'thick moisture-resistant sheetrock.Garage walls and 33).HVA or subcoand ntractor
t for finals fifi stem layout a drawing and submit It to the General 5d coolers 5d tX�em 7"edge/10"field
callings and Cverfumace to have 518'thick type-x sheetnodc.Al other parts of building um Wallboard
to have regular 112"sheetro ck.All walls to be taped and finished. ELECTRICAL NOTES' FLOOR SHEATHING
12),All roof with a pitch less than 4:12 shall be InstaPed with an Ice&Water barrier or 1).AN electrical to be Installed as per N.Y.S.Residential Construction Code. Structural Panels
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ■ 61
tach down type material over. 2).AN electrical work shall be approved by a qualified Underwriter. 1 or less 8d 110d9e 12R field
13).All all plates and wood In contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carton Monoxide detectors throughout as per section 8317 (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall
be Installed with a foam all gasket and cop-r-tex termits shield or approved equal. of N.Y.S.Residential Construction code. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-venter at t�e 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.
(2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. ,
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 3. ( '" •4,.
4 For roof sheathing Snow Wind Seismic WeatheringFrost Line Termite Decay Winter Ice Barrier Flood Hazards ( } ng within 4 feet of the perirrieter edge of the roof,including 4 fleet on each side of the roof peak,the 4 foot � �• ;.
Load Speed Depth Design Undedayment perimeter zone attachment requirements shall be used.
Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0A9.For
25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. 'to Heavy6 For s greater than 130 m block) Is required which transfers shear load to two additional rafters 3 rafters in ry" -°
Moderate ( ) p g Ph. n9 ( ..:f
total).
(7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
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CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS � � o
CONNECTION LOCAAON: PART NUMBER: NOTES:
RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS °1
RAFTER—TO—WALL RT20 Lu
APPLY TO EACH RAFTER.
c o
_ m
APPLY TO EACH RAFTER '� cY %0
NOTCHED RAFTER RAFTER—TO—PLATE RT15 (USE-WITH SPTH4 CONNECTOR `o
RAFTER RIDGE PLATE—TO—WALL STUD SPTH4 APPLY TO EA*CH WALL STUD i
RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD
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 s„.
TYPICAL RlQQE TO RAFTER STRAPPING $,STRAPS G USE WTH 3" SQUARE )LASHERS d
USE THE FOU.OWtNQ OR APPROVED USP METAL CONNECTORS FOR PROPERWIND itESiS s'MiT CON.S'TRIK:TION.
>'`
AN
FOLLOW MUFACTURE'S RECOMENDED WTALLATION INSTRUCTIONS TO ACHIEVE MAmlUM LpuFT LOAD CAPACITY. •fm
Q d
RAFTER PROVIDE 1/2'SPACING -- �
•!- .
BETWEEN THE END STUD cANCF�OR BOLT CONNECTION
AND THE 2 OTHER STUDS .0
FORALLOWING FOUWATM W DUl AMC"lXXT
RAFTER HOLDDOWN INSTALLATION CONNECT CORNER STUD eo�r aorcTx�rMAVRTM
11 MNMNrAM 'p
TOP PLATE • ' TO TRANSFER SHEAR O PLATE TO FOIA 1T10N •"" V
I aTnw rr:oc �
FASTEN WITH(2) 16d SU Purim TO FOL"x7m 0
TOP PLATE w.� 8'O.C. 28TOWS 3 roc
COMMON NAILS
• WALL eorrw TE FOl1filATpN. 12 9MES 6r oc
WALL STUD
WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS �.
NSP LBPSW OR BP5e3) N
f
TYPLCAL RAPIER TO WALL STUD L ECTION ALMEMAI E RAFTER TO WALL STUD CONNECTION &DEAR WALL CORNER CONNECTION f- �-
� M
2ND. FLOOR WALL.STUD KINGSTUDS M
ru %0
2ND. FLOOR PLATE •
SUBFLOOR CRIPPLE STUD Lij
WOOD JOIST ----
RIM BOARD ►0 w HEADER
BLOCKING '
WOOD JOIST
1 ST. FLOOR TOP PLATS JACK STj`1DS
GIRDERMEADER
WOOD GIRDER WOOD,JOIST 1 ST FLOOR WALL STUD
EltAMRjWN
JOIST FRAMING DyIER WOOD GIRt9ER �&ST FRAMING FLUSH WITH-QIRDERIHEADEiR
MIGAL.MULTI-SMM CONNECTIONS
1ST.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)
i t
FOUNDATION WALL , ' ,
.4 FOUNDATION WALL
•r ,Q . Vie.
DQUAE lOISI FQR UNH A BATHTUB UOUB E QS!EOR NON.EMNc. WALLS 18T•FLOOR TO FOODA?2CONNECTIONS SELL PLAM TO EQUNDATKM
68-j � .
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WIND RESISTANT CONSTRUCTION CONNECTORS
DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD
PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES
4x4 POST TO FOOLNG ANCHOR PAU44 R W 44 PAU4 : USE w MIN, 1 2" IA. 7" ANCHOR BLT
6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN. 1 2" DIA. 7u ANCHOR B LT r- +- �
4x4 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST
N +-
6x6 POST TO GIRDER HEADER PBS66PBSE66 Z KC66 USE ONE TYPE FOR EACH POST- N tj
PST COLUMN TO GIRDER/HEADi TA1 OR LSTA24 S FOR EACH POST/COLUMN
RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER L�w c
FOR RAFTER JOIST TO HEADERTYDOWN RT15 U
O M
RAFTER TO LEDGER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY .� DI: •D
RAFTE WHERE TMU26 CAN NOT BE USED
LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. N
RIDGE HEADE Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) iT)
to
Number of Number of L0
RAFTE Joint Description Common Nails Box Nalls Nail S ci �
RAF NAILING '
Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter
Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per list
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CeiingJoisttoParallelRafter(Face-nailed) 5-16d 5-16d each lap
Ceiling Joist Laps Over Partitions(Face hailed) 5-16d 5-16d each lap
Color To to Rafter(Toe-nailed) 2-10d 2-10d per to
Blocking to Rafter(Toe nailed) 2-8d 2-10d each end
STAIR T R E A Rim Board to Rafter End Nati 2-16d 3-16d each end .�
WALL FRAMING W
GIRDER/HEADE Top Plate to Toll Plate(Face-nailer!) 2-16x(1) 2-16x(1) per foot N
POST RIM BOAR
Top Plates at intersections(Face-nailed) 4.16d 5-16d joists-each side I Q
° Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c.
POST/COLUMN S T R A G E — Header to Header(Face-Walled) 16d 16d 18'o.c.along edges X7"1
RIM/DECK J O I o Top or Bottom Plate to Stud(End Nailed) 3-16d 2'4od P�stud .�.. X
° STRINGER TO DECK /PORCH CONNECTION
104) 4—
GIRDER/HEADER TO POST/COLUMN CONNECTION
Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(12) per foot
FLOOR FRAMING 0
POST TO DECK/PORCH CONNECTIONJoist to Sill,Top Plate or Girder(Toe-nailed) 4-Sd 4-10d per joist •
Bridging to Joist(Toe-nailed) 2-8d 2-10d each end
Blocking to Joist(Toe-nailed} 2-8d 2-10d each end
Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4.16d each block •
Ledger Strip to Beam(Faoailed) 3-16d 4-18d each joist
e-n
Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d Ret Joist N
Band Joist to Joist(Ertl-Wailed) 3-16d 4-16d per joist �.-
G i R D E R/HEADE . ° Band Joist to Sill or Top Plate(foe-nailed) 2-16d(1} 3-1 sd (1} per foot 4—
° GIRDER/HEADER- ° ROOFSHEAHING C
P 0 S T/C 0 LU M J 0 S T Structural
ract i�Panels(See Notes 4,5 and 6) 8d 10d O^edge/12,field
Intedo° 8d 10d 6 edge/6"field (�
POST/COLUMN GablPerie
End Flake with up to 1'Rake Overhang ter Edge Zone 8d 10d C'edge/6"fold
CEILING SHEATHING � M
GIRDER/HEADE Gypsum Wallboard so
5d coolers 5d coolers 7"edge 110'field
WALL SHEAT'-IING
Structural Ponels(See Notes 1,2,and 3) 8d 10d T edge/12"field W
JOIST TO GIRDER/HEADER CONNECTION5d coolers 5d coolers 7"edge/10"field
GIRDER/HEADER TO POST,COLUMN CONNECTION GIRDERHEADER TO POST/COLUMN CONNECTION Gypsum Wallboard
FLOOR SHENTHING
Structural Panels 8d 10d 6"edge 117 field
1"or less
(1)Nalling requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shah
be used where wall sheathing nailing is reduced. For example,If wall sheathing is railed 3 inches on-center at the panel edge
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or afterrate connectors shall
be used to maintain load path.
(2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used.
GIRDER
(3)Tabulated 12 Inch o.c.nall spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49.
POST (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot
a WOOD J O I S - perimeter zone attachment requirements shall be used.
_ (5)Tabulated 12 Inch o.c.nall spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For
v 'o "
GIRDER/HEAD fang members�<0.42<G<0.49,the nail spacing shall bre reduced to 6 Inches o.c. .
/ (6}Forwlnd speeds greater than 130 mph,blocking Is required which transfers shear bad to two additional ratters(3 ratters In
CONCRETE PIE >' 12"0 2%12" CONCRETE FOOT >' y' total.
v .
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WOOD J O I S --- (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
'- 1
DECK AND CQVERED PORCH NATES:
y" >' POST TO FOOTING CONNECTION
`n 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
JOIST FRAMING FLUSH WITH GiRDER/HEADER Alitasteners,hangsraandanchoratobegelvhizeda'st�nlasssteel.
2}Girders for dock jolsts to be bolted or anchored to each post or pier with washers and nuts.
GIRDER T 0 CONCRETE PIER CONNECTION
Girders on concrete piers shall be anchored wits'proper steel connectors arnahomd
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Into concrete with a minimum 1fTdia xrlong anchor bolt with washers and nuts.
3�Posts suppixting girders shall be ancha'ed b a 12'x12"x12'thlclk concrete footing.
Ground Snow Wind Seismic eatherin Frost Line Termite Decay Winter Ice Barrier Flood Hazards Use a miMmum 1/2'dia x r long anchor tuft with washers and nuts.Footings Shall
Load Speed Depth Design Underlayment be 3 fl below grade.Girdors with roofs shall have 12'dia.concrete piers 3'below grada.
Tem R uired a Deck Joists to nava bl at a'o o.c..
�t
25 psf 14t3 mph B Severe 36 in. Moderate Slight to 15°F Yes
to Heavy Moderate 5).A rrt>ntrrnxrn of I0 trx h f�shtrng shall be Installed between the building and ledger. A +Ledger �. �...
to be fastened to b ulding with 1/2'dla.boltswith washers if
and nuts 3. ` v
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at 16"as
6}C =eta plan be a minimum 6"above grade.
ts shal
4 M dohsto be supporhangers ted with hrs and anchors.Each Joist stall also be anchored
m gloms)
81 Covered Roofs shall be assembled and anchored the same Warmer as a typical building. or
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