HomeMy WebLinkAbout50205-Z of s°uryo`o Town of Southold
P.O. Box 1179
0 53095 Main Rd
coulm. E''�� Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46146 Date: 05/05/2025
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 110 Rabbit Ln East Marion, NY 11939
Sec/Block/Lot: 31.-18-4
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/08/2023
Pursuant to which Building Permit No. 50205 and dated: 01/11/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"As built" NanaWall aluminum folding wall system to existing single family dwelling as
applied for.
The certificate is issued to: Patrick Burke, Claire Burke
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
OU
ri ed ignature
"gSOF014' TOWN OF SOUTHOLD
ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
"o • 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#: 50205 Date: 1/11/2024
Permission is hereby granted to:
Luscher, John
3416 Sunset Key Cir
Punta Gorda, FL 33955
To: Legalize the installation of a NanaWall aluminum folding wall system to a single-family
dwelling as applied for per manufacturers specifications. Flood permit required.
At premises located at:
110 Rabbit Ln, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-18-4
Pursuant to application dated 12/8/2023 and approved by the Building Inspector.
To expire on 7/12/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $500.00
CO-ALTERATION TO DWELLING $100.00
Flood Permit $150.00
Total: $750.00
Building Inspector
*q SOUIyo�
#. # TOWN -OF SOUTHOLD .BUILDING DEPT. ,
cou 631-765-1802
s INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ZROH PLBG.
FOUNDATION 2ND [ ATION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ -I FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ], FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL)
[ ] CODE VIOLATION { ] PRE C/O [ ' ] RENTAL
REMARKS: ftN t
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DATE 31)o'/-,-. INSPECTOR
Rodriguez Architectural Studio, Pc
April, 15 2025
Southold Department of Buildings
54375 NY-25
Southold, NY 11971
RE; 110 Rabbit Lane, Marion, NY 11939; Dept. of Buildings Project Completion
Letter
Dear Sir or Ma'am,
Below you will find my proposed retainer for the work needed to provide services as an
expert witness for your company regarding the address above.
Rodriguez Architectural Studio submits this letter to inform the building department
the project referenced above is complete. The work was performed per the drawings
and applicable codes. Please let me know if you.require any additional information.
Regards, L
Mic el Rodriguez, RA, LEED-AP
Principal
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031593 �C3�
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3 � M AY - 5 2025 _'
FIELD INSPECTION REPORT I DATE COMMENTS
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FOUNDATION (1ST) Q�
-------------------------------------
FOUNDATION (2ND) rA
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ROUGH FRAMING&
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INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL
ADDITIONAL CO MENTS
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.PSUFFo,!t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn�.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
t I 1 )
PERMIT NO. SO Q o Building Inspector: DEC - 8 2023
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant•is not the owner,an `T'
Owner's Authorization-form(Page 2)shall be completed.
Date:December 5th 2023.
OWNER(S)OF-PROPERTY;
Name:Patrick Burke SCTM#1000-
Project Address:110 Rabbit Lane, East Marion,
_New York 11939.
.Phone#:646-251 2296. Email:&Urke@jtmagen.com
Mailing Address:` N � `7OU\ Unpe� �vd S
CONTACT PERSON:
Name:Patrick Burke
Mailing Address:345 Colonial Road, Southold, New York, 11971.
Phone#:646-251 2296 J Emaillpburke@jtmagen.com
'DESIGN PROFESSIONAL INFORMATION:
Name:Michael Rodriguez —�_� ___--.--------.------- -__--____-__------_---------_______-_�_:__--------___-- - -
Mailing=Address,311,6 Heathcote Avenue, Mamaroneck, N.Y 10543.
Y+vrve
Phone.# 91°7;-974�50�25 _ Email Michael.rodriguez55@hotmail.com
.._tl;R cy,')-rh•'.Y M 4r?lH,;•v5ii,r±t ,__._.._
�NfiI2dCTORI fN FORMA`T`I IV
Name:Mr. Mike Construction Inc.
Mailing Address:63 Washington Avenue, Patchogue,N.Y- 11772
Phone#:631 741 6657 Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
[]New Structure ❑Addition BAlteration ❑Repair El Demolition Estimated Cost of Project:
[--]other $ 20,000.00
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo
1
,.. PROPERTY INFORMATION,, .
Existing use of property:Residential. Intended use.of property:ReSentaltlaL
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
B Check Box Afte't_'Rea ding; 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 orRegulations,for the construction of buildings,
addition's,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`buildirig(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the'New York State Penal Law.
Application Submitted By(print name): 4�vAef6 ( � ❑Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS: :
COUNTY OF I �j)
being duly sworn, deposes and says.that(s)he is the applicant
(Name of individual signing contract)above named,
(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 m ke and file this
application;that all statements contained in this application are true to the best of his/ r knowled a and belief, and
that the work will be performed in the manner set forth in the application file there
l
Sworn before me this
day of l� il�Iit ,20 0�3
to Public
Sousanna Babikian
Notary Public,State of New York
No.01 BA6281142
PROPERTY OWNER AUTHORIZATION Qualified in New York Counly
(Where the applicant is not the owner) Commission Expires May 13.20
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
o.ASuf FBI,r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 hgps://www.southoldtownny_gov
Floodplain Development Permit Application
PROPERTY INFORMATION: Flood Zone: �-� FIRM Panel: SCTM#1000-
Address:
City: CA, Y�' ZLl ` Zip: 1161
?J�
CONTACT PERSON: Name: P 'fCA ��1,{� Phone#: by b
Mailing Address: "14 ,, L l
PROJECT DESCRIPTION: ,A �,-` �� Lugs
V0".JL0
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)
Type of Structure Type of Structural Activity
Residential 0 to 4 families). ❑New structure
❑ Residential(more than 4 families) ❑ Demolition of existing structure
❑ Combined use ❑ Replacement of existing structure
❑Non-residential ❑ Relocation of existing structure
❑ Elevated ❑ ddition to existing structure
❑ Flood proofed(attach certification) I►�Alteration to existing structure
❑ Manufactured Home ❑ Other:
❑ Located on individual lot
❑ Located in manufactured home park
SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY)
❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging
❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑ Watercourse alteration (attach description);
❑ Excavation (not related to a structured development) ❑ Other development not listed (specify):
By signing below I agree to the terms and conditions of this permit and'certify to the best of my knowledge the information contained
in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any
false statements are made herein. if revoked,all work must cease until permit is re-issued. Development shall not be used or occupied
until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be
required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections
to verify compliance. gyp"
Application Submitted By(print name): �L) ` %
Signature of Applicant: Date: 1 )Z, )L*
N
1" SURVEY OF PROPERTY
AB�1't 00. AT EAST MARION
5.1TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y,
1y 1000-31-18-04 ,
DErZ419ER 1B, 2012
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ON
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AREA-3,744 SO. FT.
T911E LINE
ELEVATIONS REFERENCED TO N.A.V.D. 5
N.Y,S. L1C. NO. 49618
FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H ANY ALTMA77ON OR ADDITION TO THIS SURVEY 15 A WOLAnON ECON/C YORS P,C.
SEPTEMBER 25, 2009 OF SEC17ON 72090r THE NEW YORX STATE EOUCA77ON LAW. 631) 765-5o20 FAX (631) 765-1797
EXCEPT AS PER SECnoN 7209-SUDDIWsioN 2. ALL CERnRCARONS HEREON ARE VALID FOR THIS MAP AND CO p.o. BOX 909
COASTAL EROSION HAZARD LINE FROM COASTAL PIES THEREOF ONLY FF
SAID MAP oR CA°IES DEAR THE IMPRESSED SEAL OF WE SURWYOR 1230 TRAVELER STREET 12-296
EROSION MAP PHOTO 48-636-83 NHOSE SIGNATURE APPEARS HEREON. SOUINOLD, N.Y. 11971
. CLIENT:
'Road BURKE
APPROVED AS NOTED
COMPLY WITH ALL CODES OF ���, -z B,P,� 0 a05 Residence
NEW YORK STATE&TOWN CODES
AS REQUIRED AND CONDITIONS OF �5_p,pd By;
-- S0UM70Vffl ZBA MOM BUILDING DEPARTMENT AT
0 631 700802 8AM TO 4PM FOR THE ARCHITECT.
FOLLOWING INSPECTIONS: Rodriguez, RA
Kyl FOUNDATION-TWO REQUIRED ,i6 HEATHCOTEA`JENUE:WWRCHECK,NY 10541
YIL 917-974 5425
FOR POURED CONCRETE
DID ROUGH-FRAMING&PLUMBING CONSULTANTS:
NIISULATION
FINAL-CONSTRUCTION MUST
BE COMPLETE FOR QQ
ALL CONSTRUCTION SHALL MEET THE
,7'-62• REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RES/^PONSIB�LpEpFM
CUT BACK THE EXISTING FRAMING INNIGN OR VTI� r•(1"0M
THE NEW HEADER.INSTALL THE NEW CRIPPLE
STUDS TO ACHIEVE STUDS AT 16'0 O.C.
NEW DOUBLE 7 4'X 1 J'X 16'LVL HEADER
2x4 CRIPPLE STUDS OVER FULL LENGTH NANA WALL.PROVIDE
ABOVE THE HEADER. DOUBLE 2X4 POST AT EACH END.SECURE
2X4s AT EVERY 6•WITH 3•LAG SCREWS.
�"X 7 d" LVL n — — — —— — — — — — — — — — — — — — — — NEW SIMPSON STRAP W/MIN.SEA.2 F
I:I _ LAG BOLTS EACH SIDE OF POST AT EACH
END OF THE HEADER.
PLYWOOD U �f CLEAN PREP SURFACES FOR
DECK NEW PERIMETER CAULKING.
16'-0•
J° PLYWOOD
HEADER FURRING.
NEW NANA,WALL JAMB.
NEW NANA WALL SITE PLAN:
I HEAD TRACK
I I
UNE OF FLOOR
",3 2-1
Additional
PAINTED METAL FLASHING NEW INTEGRAL NANA WALL Certification
UNDER NANA WALL SILL SILL OVER WAT AND FLASHING.ERPROOFING May Be Recaired.
REVIBIONS:
REV DATE DESCRIPTION
BOEC2023 DOB 5011THHOLD APPROVAL
SECTION DETAIL a HEADER
;AT 6•=1,-0- u2•2 ELEVATION FLOOD ZONE ��"
SCALE: =My
COMPLY WITH CHAPTER"46" DRAYANG TITLE:
- - -- FLOOD DAMAGE PREVENTION NEW 5LIDING WALL
SOUTHOLD* TOWN CODE. ELEVATION k DETAIL
�=100.00
PROJECT NO: SCALE
114•=I'-LY
DRAWN BY: CHECKED BY:
MR NR
4yEDAR -- ISSUE DATE:
120523
BSCANC
{
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A CJfi M00
GENERAL NOTES NANAWALL PRODUCT DRAWINGS GENERAL NOTES - continued
1.MATERIAL SUPPLIER.NANA WALL SYSTEMS INC.("NANAWALL")IS A MATERIAL SUPPLIER OF A WATER RATING IS RELATIVE AND EVEN THE HIGHEST RATED PRODUCT MIGHT LEAK UNDER i
SLIDING & FOLDING PANEL SYSTEMS. NANAWALL DOES NOT PROVIDE INSTALLATION %mmm
SERVICES OR DESIGN/ENGINEER SURROUNDING CONDITIONS AROUND THE OPENINGS TO SEVERE,UNUSUAL,OR UNFORESEEN CLIMATIC CONDITIONS.PERFORMANCE OF NANAWALL
WHICH NANAWALUS SYSTEMS ARE TO BE INSTALLED. ANY SURROUNDING CONDITIONS PRODUCTS DEPENDS ON PROPER INSTALLATION AND USE OF THE PRODUCTS,AS WELL AS =a
SHOWN IN THESE DRAWINGS ARE MEANT FOR ILLUSTRATIVE PURPOSES ONLY AND WHAT IS QUOTE NUMBER: 577054 SELECTION OF THE PROPER SYSTEM FOR THE SITE CONDITIONS. D 1-g
SHOWN MAY NOT BE SUITABLE FOR ANY PARTICULAR PROJECT. ORDER NUMBER: 0 NANAWALL WILL NOT BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH FIELD TESTING OF w Nod e
ANY NANAWALL PRODUCT.ANY TESTING OF NEWLY INSTALLED PRODUCT MUST BE
2.CUSTOMER RESPONSIBILITY.IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT,BUILDING PROJECT NAME: Burke Res East Marion PERFORMED IN COMPLIANCE WITH AAMA 502,INCLUDING WATER PENETRATION TESTING AT «�;
OWNER, CONTRACTOR AND/OR CONSUMER (COLLECTIVELY "CUSTOMER") TO ENSURE 2/3 TESTED LABORATORY PERFORMANCE.NANAWALL WILL REMEDIATE ANY PRODUCT
COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS AS WELL AS ALL APPLICABLE CUSTOMER: JT Magen & Co - New York, NY FAILURE IT CONFIRMS.FAILURE OF TESTED PRODUCT DOES NOT EQUATE TO A FAILURE OF Z '88.
CODES AND REGULATIONS, INCLUDING FEDERAL, STATE AND LOCAL REQUIREMENTS. IT IS
THE SOLE RESPONSIBILITY OF CUSTOMER TO DETAIL AND INSTALL NANAWALL PRODUCT IN OTHER PRODUCTS.TESTING OF PRODUCT INSTALLED LONGER THAN SIX N MONTHS MUST BE
AN OPENING WITH PROPER STRUCTURAL INTEGRITY AND FLASHING DETAILS NECESSARY TO TESTED IN COMPLIANCE WITH AAMA 511 AND BE DIRECTED AT RECREATION OF AN EXISTING
ENSURE A WATER RESISTANT INSTALLATION: IN-SERVICE CONDITION.
d
3.ASSEMBLY&INSTALLATION.PRODUCTS ARE SUPPLIED"KNOCKED DOWN"FOR ASSEMBLY BUYER TO CONFIRM FROM APPLICABLE NANAWALL DESIGN WINDLOAD CHARTS THAT z j
POSITIVE AND NEGATIVE DESIGN PRESSURES FOR THE PROJECT ARE MET FOR THE PANEL z
AND INSTALLATION BY OTHERS. PROPER ASSEMBLY, INSTALLATION, OPERATION AND O z o
MAINTENANCE IS ESSENTIAL FOR PROPER PERFORMANCE. WRITTEN INSTRUCTIONS ARE SIZES OF THE UNITS IN THE ORDER. THESE WINDLOAD CHARTS HAVE BEEN DERIVED FROM z
PROVIDED TO ALL CUSTOMERS TO FOLLOW. IT IS HIGHLY RECOMMENDED THAT AN COMPARATIVE ANALYSIS OF STRUCTURAL LOAD TEST RESULTS PER ASTM E330 OF A TEST " o
EXPERIENCED INSTALLER OF NANAWALL'S PRODUCTS BE USED FOR RELEVANT ASPECTS OF SYSTEM INFORMATION SPECIMEN. THE USE OF THESE WINDLOAD CHARTS WILL BE SUBJECT TO THE LIMITATIONS o a
ASSEMBLY AND INSTALLATION. STATED ON THEM. D w
a s
THE ROUGH OPENINGS MUST BE PLUMB, LEVEL,SQUARE AND WITHIN SPECIFIED BUILDING SYSTEM ON THIS DRAWING:NW ALUMINUM 640 FOLDING SYSTEM(ALU) 8. PROTECTION. ALL GLASS AND FINISHED MATERIAL MUST BE PROTECTED DURING THE a
TOLERANCES.HEAD TRACK AND SILL(BOTTOM TRACK)COMPONENTS MAY BE SHIPPED IN CONSTRUCTION PHASE FROM ALL TYPES OF CONSTRUCTION OPERATIONS SUCH AS CEMENT z
SEGMENTS THAT WILL NEED TO BE FIELD JOINED PER NANAWALL INSTRUCTIONS.MAKE SURE CONFIGURATION:OUTWARD 5 LEFT SPLATTER, TAR, PAINT, WELDING OPERATIONS, FIREPROOFING OR ANY OTHER PROCESS
THAT WHEN INSTALLED,THE JOINTS BETWEEN THE HEAD TRACK AND SILL COMPONENTS ARE THAT MAY BE HARMFUL TO THE APPEARANCE OR PERFORMANCE OF THE PROJECT
SMOOTH AND TIGHT. TYPE OF GLASS:DOUBLE GLAZED LOW E INSULATED TEMPERED 176 MATERIALS. x
9. UNLOADING PRODUCT. FOR STANDARD DELIVERY, UNLOADING OF PRODUCT FROM THE o
CUSTOMER IS REQUIRED TO FOLLOW PUBLISHED NANAWALL INSTALLATION INSTRUCTIONS. GLASS SPACER BAR FINISH:BLACK DELIVERY TRUCK IS THE RESPONSIBILITY OF BUYER.DUE TO THE WEIGHT OF THE PRODUCT,
PRODUCT PLACEMENT, FASTENERS, FLASHING, WATERPROOFING, SEALANT AND OTHER APPROPRIATE MANPOWER AND/OR EQUIPMENT WILL BE NEEDED.
DETAILS FOR SPECIFIC SURROUNDING CONDITIONS MUST BE DESIGNED AND PROVIDED BY
OTHERS HARDWARE FIRST OPENING PANEL(S):MULTI-POINT LOCKING WITH LATCH,
DEADBOLT,AND LEVER HANDLES ON BOTH SIDES ON SWING 10. TEMPERED GLASS. ON RARE OCCASIONS,TEMPERED GLASS PANES SPONTANEOUSLY
4.STRUCTURAL SUPPORT.THE STRUCTURAL INTEGRITY OF THE FLOOR, HEADER AND/OR PANEL(DOES NOT UNLOCK WITH ONE MOTION) BREAK FOR NO APPARENT REASON.ONE POSSIBLE CAUSE IS NICKEL SULFIDE INCLUSIONS IN
OVERHEAD SUPPORT FOR THE OPENING, AND ANY STACKING AREAS, IS CRITICAL FOR TEMPERED GLASS THAT CANNOT BE COMPLETELY PREVENTED. IN NANAWALL ALL GLASS a
PROPER PERFORMANCE AND OPERATION. THE CALCULATIONS, MATERIALS AND HARDWARE FINISH FIRST OPENING PANEL(S):STAINLESS STEEL WITH BLACK SYSTEMS WITH NO VERTICAL STILES, ANOTHER POSSIBLE REASON FOR SPONTANEOUS
INSTALLATION DETAILS MUST BE PROVIDED BY OTHERS. TITANIUM FINISH. GLASS BREAKAGE IS STRESS CONCENTRATIONS AROUND NICKS OR CHIPS NEAR THE EDGE
OF THE GLASS PANES.PANELS SHOULD BE MOVED WITH CARE TO PREVENT GLASS-TO-GLASS y
CONTACT BETWEEN PANELS. INSTALL THE GLASS PROTECTOR GASKETS PROVIDED BY
THE MAXIMUM VERTICAL DEFLECTION ALLOWED AT THE HEADER UNDER FULL LIVE AND DEAD HARDWARE AND FINISH ON SECONDARY PANEL(S):2 POINT LOCKING WITH FLAT NANAWALL TO MINIMIZE THE CHANCE OF BREAKAGE SHOULD GLASS CONTACT OCCUR.ANY
LOADS(ONLY DEAD LOAD IMPOSED AFTER PRODUCT INSTALLATION)IS 1/4"(6MM).THERE HANDLE STAINLES&STEEL WITH BLACK TITAI',',IUM FINISH DAMAGED GLASS PANES ARE NOT THE RESPONSIBILITY OF NANAWALL AND SHOULD BE E „
SHOULD BE NO VERTICAL LIVE LOAD DEFLECTION OF THE FLOOR.THE HEADER, REPLACED AS SOON AS POSSIBLE. q e
SURROUNDING WALLS AND FLOOR MUST ALSO BE ABLE TO SUPPORT ANY LATERAL LOADS.
PERIMETER FASTENERS AND SUBSTRATE MUST BE CAPABLE OF WITHSTANDING REACTION HINGE FINISH:BLACK ANODIZED
11. NANAWALL DRAWINGS. THESE COPYRIGHTED DRAWINGS HAVE BEEN PREPARED IN
FORCES IMPOSED BY WIND AND/OR DEAD LOAD.THERE MAYADDITIONAL STRUCTURAL
HE BUYER
REQUIREMENTS NOT MENTIONED HERE. SILL TYPE:THERMALLY BROKEN LOW PROFILE SADDLE WITH UNIVERSILL ADAPTER ACCORDANCE WITH LL'S ORDER AGREEMENT AND ANY ACCEPTED CHANGE ORDER.
FINAL APPROVAL BY THE BUYER CONSTITUTES ACCEPTANCE OF ALL DEVIATIONS TO THE
(FOR RESISTANCE AGAINST WIND DRIVEN RAIN,DRAIN CONNECTION BY OTHERS CONTRACT DOCUMENTS MADE BY NANAWALL IN THESE DRAWINGS.
SPECIFIC AND DETAILED STRUCTURAL SUPPORT REQUIREMENTS MUST BE PROVIDED BY NECESSARY.)
OTHERS,INCLUDING,BUT NOT LIMITED TO,SIZES,LOCATIONS OR FREQUENCY OF PERIMETER THESE DRAWINGS REPRESENT NANAWALUS INTERPRETATION OF THE APPLICATION OF
FASTENERS; ANCHORING TO THE SUBSTRATE; STRUCTURAL CALCULATIONS; AND o
SILL FINISH:BLACK ANODIZED PRODUCTS TO THIS PROJECT IN FUNCTIONAL COMPLIANCE WITH THE ORDER AGREEMENT.IT
ENGINEERING OF DETAILED ALUMINUM,WOOD AND GLASS SYSTEMS.
IS IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND
5.UNIT SIZES 8 ROUGH OPENING.CHECK SIZES ON DRAWINGS CAREFULLY AND NOTE THE FUNCTIONALLY WITH RESPECT TO THE ARCHITECTS ACTUAL INTENT, INTERFACING °a
CONDITIONS, MATERIALS AND JOB SITE CONDITIONS. NANAWALL ASSUMES NO
MEASUREMENT POINTS FOR UNIT WIDTH AND UNIT HEIGHT.APPROPRIATE SHIM SPACE MUST
RESPONSIBILITY FOR ERRORS RESULTING FROM THE USE OF THESE DRAWINGS BY OTHER
BE ADDED ON ALL FOUR(4)SIDES OF THE OPENING TO OBTAIN THE ROUGH OPENINGS.NOTE TRADES. > z
THE POSITION OF THE SILL RELATIVE TO THE FINISH FLOOR OR FINISH COUNTERTOP.ANY o a
CHANGES ON WIDTH OR HEIGHT WILL REQUIRE REVISED DRAWINGS FOR FINAL APPROVAL. w
ANY CHANGES IN DIMENSIONS,DESIGN OR LAYOUT MADE AFTER PRODUCT DRAWINGS ARE
r PREPARED MAY RESULT IN THE NEED FOR REVISED DRAWINGS. REVISED DRAWINGS WILL
6. ORIENTATION OF DRAWINGS. ELEVATIONS ARE VIEWED FROM THE INTERIOR FOR ALL RESULT IN AN EXTRA CHARGE TO BE DETERMINED BY NANAWALL AND PAID BY CUSTOMER
NANAWALL SYSTEMS,WITH THE EXCEPTION OF THE HSW75,FSW75 AND CSW75 WHICH ARE BEFORE THE DRAWINGS ARE REVISED.
VIEWED FROM THE EXTERIOR. CAREFULLY CHECK THE CONFIGURATIONS SHOWN FOR PROFILE FINISH SCHEDULE
ACCURACY,INCLUDING NUMBER OF PANELS ON EACH SIDE OF THE OPENING AND DIRECTION 0 WOOD DESCRIPTION: ALL DRAWINGS ARE ACCURATE IN METRIC DIMENSIONS.ENGLISH DIMENSIONS SHOWN ARE
OF SWING.FOR FOLDING SYSTEMS,THERE MUST BE AN ODD NUMBER OF PANELS IN EITHER ROUNDED TO THE NEAREST 1/16". PRODUCT DRAWINGS SHOULD NOT BE SCALED. SCALE Y
DIRECTION TO HAVE A SWING PANEL THAT CAN BE OPERATED LIKE A MAN DOOR. NOTED ON DRAWINGS ARE BASED ON A 24"X 36"PAPER FORMAT. }
. 3
7.PRODUCT PERFORMANCE&TESTING.NANAWALL HAS NOT TESTED EACH PRODUCT FOR 0 ANODIZED ALUMINUM 12.UNAUTHORIZED USE OF DRAWINGS.IN NO EVENT SHALL BUYER DISCLOSE,COPY OR USE z
AIR LEAKAGE, WATER RESISTANCE AND STRUCTURAL LOADING CAPABILITIES. TESTING ANY OF THE PRODUCT DRAWINGS PREPARED BY NANAWALL FOR ANY PURPOSE OTHER THAN 9 m
RESULTS AVAILABLE FROM NANAWALL ARE ONLY APPLICABLE FOR THE SPECIFIC UNITS AND NOTE: Z O
CONFIGURATIONS TESTED IN LABORATORY CONDITIONS.TEST RESULTS WILL DEPEND ON A REASONABLE DEGREE OF COLOR/FINISH VARIATION CAN IN RELATION TO THE PURCHASE OR INSTALLATION OF NANAWALL PRODUCT.ANY OTHER USE O o._ C,
VARIABLES SUCH AS THE SYSTEM,SILL,LOCKING MECHANISM,SIZE AND CONFIGURATION. BE EXPECTED IN VARIOUS COMPONENTS OF PRODUCT DUE OF THESE PRODUCT DRAWINGS IS EXPRESSLY PROHIBITED WITHOUT THE PRIOR WRITTEN o
• POWDER COATED ALUMINUM TO DIFFERENT MATERIAL AND VARIATION FROM ANY SAMPLE CONSENT OF NANAWALL.NANAWALL IS ENTITLED TO LIQUIDATED DAMAGES IN THE AMOUNT y
NANAWALL STANDARD POWDER COATED COLOR:CHOOSE PROVIDED. FOR WOOD PRODUCTS.THE COLOR AND OF 20%OF THE PURCHASE PRICE OF THE CONTRACT FOR SALE FOR EACH VIOLATION. LLJ in
DEPENDING ON SITE CONDITIONS,SILLS MAY NEED TO BE SITE MODIFIED BY OTHERS WITH FROM 50 STANDARD COLORS TEXTURE CAN VARY,EVEN WRHIN THE SAME PIECE OF o c
WEEP HOLES FOR PROPER DRAINAGE.THE HIGH PERFORMANCE(RAISED)SILL IS CAPABLE OF WOOD' IF YOU WOULD LIKE TO RECEIVE ELEVATION,FLOOR PLAN AND CROSS SECTION F w M
A HIGHER WATER RESISTANCE CAPABILITY. NON-STANDARD UNITS, E.G. SEGMENTED OR _ o M
CORNERLESS UNITS,WILL HAVE A LOWER PERFORMANCE RATING THAN A STANDARD UNIT.
DETAILS IN AUTOCAD,PLEASE CONTACT NANAWALL Y 5
SEE NANAWALL LITERATURE AND WEBSITE FOR FURTHER INFORMATION. m
ABBREVIATIONS SYMBOLS NOTES: SHEET INDEX
cr
AFF = ABOVE FINISH FLOOR MM = MIUMETERS NO. DESCRIPTION EXTRA INFORMATION
rt = CENTER LINE NBN = NOT BY NANAWALL DETAIL NUMBER
DIM. = DIMENSION MS = NOT TO SCALE 3 C:.-AI.Lft4.I.AT.R
1 COVER SHEEP
DLO = DAYLIGHT OPENING OD = OPENING DIMENSION 2 INSTALLATION DETAIL SHEEP S NFRC:
DO = DOOR OPENING OFD = OVERALL FRAME DIMENSION EET NUMBER- DWG.H
IEL = ELEVATION RO = ROUGH OPENING 3 ELEVATIONS&PLAN SECTIONS. SHGC:
EQ = EQUAL SDL = SIMULATED DIVIDED LITE TITLE DETAIL/SECTION TIRE DRAWN BY NDG
FS = FRAME SIZE TBD = TO BE DETERMINED � 4 DETAIL SHEEP 5 DESIGN 0/0 SCALE N.T.S.
FF = FINISH FLOOR UW = UNIT WIDTH SYSTEM TYPE
QUOTE 577054
1 ELEVATIDN ELEVATION PLAN SECTION TRL ORDER 0
BEEP
1 OF 4 .
DETAILS ON PAGE 2 ARE NOT 68 MM 140 MM a
TO SCALE (SEE OWNER'S 10 MM / ,][;2,M4
� a
MANUAL FOR MORE DETAILS) [3/8] @=oq
cu�UEE
WEEP HOLES BY OTHERS 0
NECESSARY FOR WATER RATING
AS LAB TESTED
DRILL FROM THE EXTERIOR AT A SLIGHT ANGLE
UPWARD SO THE BOTTOM WALL OF THE SILL IS NOT
PUNCTURED
EXTERIOR INTERIOR MAKE SURE THAT ALL FASTENER HOLES AND EACH Z >
END OF THE SILL ARE SEALED PROPERLY TO Z z
ENSURE THAT THERE ARE NO LEAKS. - Z Z
�n
BESIDES PROPER WATERPROOFING OF THE JOB
SPECIFIC SURROUNDING CONDITIONS, G O1 u
ESPECIALLY PROPER FLASHING UNDER THE SILL a
AS A WATER BARRIER OF THE MANAGEMENT OF a o
WATER EXITING THE WEEP HOLES MUST BE z
DESIGRS.NED AND PROPERLY INSTALLED BY
1/4'WEEP HOLES AT ABOUT OTHERS.
THE CENTER OF EACH PANEL w
ACROSS THE LENGTH OF THE REMOVE GASKET AND INSERT OPEN w
SILL CELL FOAM (1/2"X 5/8-)ALONG
A
LENGTH OF SILL,TYP.ALL LP.S.S.
EXT. �'�v FINISH y
SURFACE FLOOR 1
�M O2 LEVER HANDLE IN STAINLESS STEEL °
3/8°WEEP HOLES IN H
THE INNER CHANNEL AT
3/8"WEEP HOLES ABOUT 10-FROM ABOUT THE CENTER OF 16 MM
EACH END AND AT ABOUT EVERY EACH PANEL ACROSS [5/8
MEETING POINT OF PANELS ACROSS THE THE LENGTH OF THE 25 MM
LENGTH OF THE SILL MOVE SLOT 99 SILL.
LOCATIONS AS NEEDED SO THEY ARE [3 1 /1.6"
STAGGERED AT LEAST B"AWAY FROM
THE WEEP HOLES IN THE INNER
CHANNEL
�m
L
N >
SUGGESTED INSTALLATION DETAIL a
SG NW ALUMINUM 640
LOW PROFILE SADDLE SILL OUTWARD OPENING �� o
lo
Lo a �?
Yy . ❑ wa
RECOMMENDED BLOCK OUT �� Y
DIMENSIONS FOR SILL o
}
3
cz
ISH FLOOR
a o 82
o.
�� ���\ ® lO FLAT HANDLE IN STAINLESS STEEL F
111 MM- - \ ����� - - ---- a M
[4 3/8"] a
dh
Lr
SCUT OUT DIMENSIONS FOR LOW PROFILE SADDLE SILL EXTERIOR INTERIOR
@SUGGESTED INSTALLATION DETAIL DWG.#
NW ALUMINUM 640 DRAWN BY NW
SCALE N.T.S.
HEAD TRACK OUTWARD OPENING QUOTE 577054
ORDER 0
HEET
2 - 4
� am
- EO
WH3u u=
4267 MM UNIT WIDTH
U.W. [14] U.w.
720 MM 720 MM 720 MM 720 MM 720 MM w w
DLO DLO DLO DLO DLO m
[2'-4 3/8"] [2'-4 3/8"] [2'-4 3/8"] [2'-4 3/8"] [2'-4 3/8"] z0 Z.z
3 1 4 5 4 5 A o z
0
4 4 4 4 4 4 4 Q N Q
o no.
a
w
6 <o
cY.7 4 z
ao PANEL 1 PANEL 2 PANEL 3 PANEL 4 P EL 5
�w^ME
s{2u Obi n2 O �L pp� K
M o o T N o r�41 {1ss11 N Z N
Z d u. 52
� 52
F o a'M 4 C7
Q
2 FLAT HANDLE ON LEVER HANDLE ON
4 FOLDING PANELS SWING PANEL y
H
41
1 ELEVATION — POSITION 1
L—.Lj QUANTITY [1] NOTE:
(TYPICAL: ELEVATIONS SHOWN FROM INTERIOR) FOR SUGGESTED ROUGH OPENING DIMENSION o e
*FIRST PANEL OPEN PLEASE SEE FRAME SECTION DETAILS ON FOLLOWING
NANA WALL NW ALUMINUM 640 FOLDING SYSTEM (ALL) DETAIL SHEET
CONFIGURATION: OUTWARD 5 LEFT
SILL TYPE:THERMALLY BROKEN LOW PROFILE SADDLE WITH
UNNERSILL ADAPTER(FOR RESISTANCE AGAINST WIND DRIVEN
RAIN, DRAIN CONNECTION BY OTHERS NECESSARY.)
MOUNT OPTION:FLOOR
a EXTERIOR 'U.W. 4267 MM U.W.
UNIT WIDTH
[14'] W
z
o
- � a
875 MM 819 MM �J 819 MM 819 MM
' [2'-10 7/16'�2'-8 1/41 I [2'-8 1/41 [2'-B 1/4' [3'-0 13/16 El
PANELS CLOSED
745 MM
O
}
INTERIOR CLEAR OPENING
Z
WHEN SWING DOOR `o_ m
DASHED LINE INDICATES LIMITS OF OPEN 90 DEGREES p
FINISH FLOORING THAT MUST BE [2'-5 5/161
CLEAR AND LEVEL FOR PROPER
OPERABLE FUNCTIONALITY. io w
EXTERIOR F �w
PANELS OPEN
w
CLEAR OPENING
3546 MM
PROX. [1 1'-7 5/81
STACK INTERIOR DWG.p
672 MM DRAWN BY NDG
[2'-2 7/16' SCALE N.T.S.
1 H 1 7054
PLAN SECTION (POSITION 1) QUOTE s70
ORDER 0
in=
3 OF 4
L
STRUCTURAL HEADER ABOVE 74 MM
RO DIMENSIONS SHOWN [2 15/16"] IN CERTAIN AREAS,MAX ALLOWABLE PERIMETER SUBSTRATES,FASTENERS,
ON SUGGESTED SHIM SPACE 67 MM SHIM SPACE IS 10MM (3/8'.IF THIS BLOCKING,SEALANT, FLASHING h
IS THE CASE,ADJUST DIMENSION(S) SUGGESTED ROUGH OPENING WIDTH WATERPROOFING, NOT BY NANA WALL, o
19 MM[3/47 �[2 5/8"1 BASED ON 10 MM [
ACCORDINGLY SIDE s
TYPICAL c g a
SHIM SPACE EACH SIDE a
4287 MM (14'-0 3/4'1 c�YP
SUGGESTED 105 MM
w"W
� R.O. SHIM SP E [4 1/8]
10 MM 37 MM
Rio [3/8"] [1 7/16"]t /^l 99 MM
�[3 7/8]�
n N 1 HEA �V! EXTERI
T ❑ XTERIOR ❑ ❑
NW LUMI 6 w W
_ mm
® ❑ LEAR OPENING 1O ao °° �, z Z z
M EIGHT v\i n�n n In \ z z
n ,—, n tp N t0 N n i!] n Ln y O 0
2 p O
n" ❑� ❑ o
a o
INTERI R ❑
J IJ
LNTERIOR
E-' 72 MM 33 MM/1n 5667 MM [2 13/16 [1 " 4WM� 45 MM 11 9MM [1 3/4 12 5/8
z U
o
i \ EXTERIOR INTERIOR [3/8"] '
l
_ o v
f
L o 0 .3 JAMB 4 FOLDING WITH HANDLE
J N
N LL N
Y
o ou NW ALUMINUM 640 NW ALUMINUM 640
cn
in
N o
O o OO of
d N W m
N IL I N Q i0
= w
m F m
O p
w N a
N z
voi ___-',VGGESTEg
BASE ONUGH 110 MMENING[3/8"]IDTH z
EXTERIOR SHIM SPACE EACH SIDE a Q
INTERIOR 4287 MM [1 4'-0 3/4"]
a
[z75�g""]� 99 MM 165 MM SUGGESTED O
13 7/8"] [6 1/2] R.D. SHIM SPACE
37 MM 10 MM
�1
1 7/16"] [3/8"]
DLO }
XTERIOR XTERIOR �
z
2 SILL ❑ ❑ ❑ z
° o.co
o
0
Ln NW ALUM � 64 N
n y
ION N N W N
°�C
W
o
n NTERIOR ❑ NTERIOR _�El
Y c o'❑
CLEAR OPENING IILJJJ
0
HEIGHT
a
45 MM _I I_ 45 MM 79 MM 72 MM
mm �[l 3/4l--- 9 MM 11 3/4"] [3 1/16' 14 MM [2 13/15] o
SUBFLOOR 48 MM 52 MM DWG.$
RO DIMENSIONS SHOWN 28 M [t 7/8"]-[2 1/16"] 28 MM DRAWN BY NDG
ON SUGGESTED SHIM [1 1 8'] 90 MM [1 1/16"] SCALE N.T.S.
SPACE 6 MM[1/47 16 MM [3 9/16"] QUOTE 577054
[5/8� A VERTICAL SECTION 6 JAMB ORDER D
FOLDING WITHOUT HANDLE
4 - 4
NW ALUMINUM 640 NW ALUMINUM 640 NW ALUMINUM 640