HomeMy WebLinkAbout50205-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
SOUTHOLD, NY
d
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
-------------j
Building Inspector
,4 sof G TOWN OF SOUTHOLD—BUILDING DEPARTMENT
w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 htt ://www. outholdtownii o
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. SO.) P Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
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:pburke@jtmagen.com
Mailing Address:345 Colonial Road, Southold, New York 11971 .
CONTACT PERSON:
Name:Patrick Burke
Mailing Address:345 Colonial Road, Southold, New York, 11971 .
Phone#:646-251 2296 Email:pburke@jtmagen.com
DESIGN PROFESSIONAL INFORMATION:
Name:Michael Rodriguez
Mailing Address:316 Heathcote Avenue, Mamaroneck, N.Y 10543,.
Phone#:g17 974,505 Email:michael.rodriguez55@hotmail.com
C-dN 1I '&'69''tN'I'OIIIM�ATtd'1M
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 DAlteration ❑Repair ❑Demolition Estimated cost of Project:
❑Other $ 20,000.00
Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ONo
1
PROPERTY INFORMATION
Existing use of property:Residential. Intended use of property:ReSendItIal
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? []Yes WNo IF YES, PROVIDE A COPY.
N 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. APPUCATION 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'ork and other applicable Laws,ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal'or demolition as herein described.The appl cant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors an'premises and in bulldingls)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.
A licationSubmittedB rintname � ) : "�
pp y(p ) � ❑Authorized Agent ❑Owner
w�
Signature of Applicant: �.r
��. � � Date:
STATE OF NEW YORK)
. 7
COUNTY OF ll )
1� � ,�C/C
U"e& ,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 knowledgeand belief; and
that the work will be performed in the manner set forth in the application file there
Sworn before me this
�d1l,
day
to Public
Sousanna Babikian
Notary Public,State of New York
No.01BA6281142
PROPERTY OWNER AUTHORIZATION Oualified in New York County
(Where the applicant is not the owner) Commission Expires May 13,21)„
IF 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
N
LASE '$ SURVEY OF PROPERTY
AT EAST MARION
TOWN OF SOUTHOLD
SUFFOLK COUNTY, MY
1000-31-1E-04
�y SCALE 1'=20'
DECEMBER 18, 2012
ZONE AE
0% lei Lc
JAN 2 9
,o 2013
o � �y
40
`fir
�. 44',-
AREA-3,744 SQ. FT. '
TO TIE LINE
ELEVATIONS REFERENCED TO N.A.V.D.
r.Y. Ela NO 49518
FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H ANY ALTERA71ON OR ADDITION TO THIS SURVEY ISA WOLATION 4, CCA11C t RS P.0
SEPTEMBER 25, 2004 of SECTION 7209oF THE NEW YORK STATE EDUCATION LAW. (831) 765-5020 FAX (631) 765-1797
EXCEPr AS PER SECON 7209-SUBDIVISION 2. ALL LERnRCAnONs ,o. eox so9 -
COASTAL EROSION HAZARD LINE FROM COASTAL HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 1 r�_296
EROSION MAP PHOTO 48-636-83 *NOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y, 11971 IG
5 — AC
BURKE
Residence
ARCHITECT:
Rodriguez, M
71p:'Ea'!K.�i�A'!'J�JE 6!41:?Orfr.Grc.:'r Iii:;
CONSULTANTS:
17'-6Z'
CUT BACK THE FASTING FRAMING TO INSERT
THE NEW HEADER.INSTALL THE NEW CRIPPLE
STUDS TO ACHIEVE STUDS AT 16'®D.C.
NEW DOUBLE 7 3'X 1 J'x 16'LVL HEADER
oe E WALL PROVIDE
CRIPPLE STUDS DOUBLE PLL OST AT EACHEND.SECURE
ABOVE THE HEADER. 2x4:AT EVERY
EVERY 6'WITH 3'LAG SCREWS.
1 �" X 7 J" LVL n — — — — — — — — — — — — — — — — — — — — NEW SIMPSON STRAP W/MW.GEA 2 J'
ILAG BOLTS EACH SIDE OF POST AT EACH
— — — — — — — — — — — _ END OF THE HEADER.
/—" PLYWOOD CLEW CES PREP SURFACES FOR
NEW PERIMETER CAESF,
DECK
i" PLYWOOD
HEADER FURRING. /-NEW NANA WALL IAMB.
SITE PIAN:
I I NEW NANA WALL
I HEAD TRACK
I
I I UNE OF BOOR
"32-1
PAINTED METAL FLASHING NEW INTEGRAL NANA WALL
UNDER NANA WALL SILL SILL OVER WATERPROOFING
AND FLASHING.
REVISIONS:
REV DATE DESCRIPTION
80EC2023 005 5011TW40W APMVCL
SECTION DETAIL a HEADER 2 ELEVATION
SCALE: 6'=I'-0'
5CALE: V2'=I'-0'
DRAMS TITLE:
NEW SLIDING WALL
ELEVATION 8 DETAIL
A= 100.00
PROJECT NO. SCALE
V4'-1'-0'
DRAWN BY: CHECKED BY:
MR MR
-" ISSUE DATE:
�tEG�'T.OAA'RC".�, 120823
VYr <-F �, BEGAN k
yI
b��M j
t
GENERAL NOTES NANAWALL PRODUCT DRAWINGS GENERAL NOTES - continued
1.MATERIAL SUPPLIER.NANA WALL SYSTEMS INC.(-NANAWALL")IS A MATERIAL SUPPLIER OF
SLIDING & FOLDING PANEL SYSTEMS. NANAWALL DOES NOT PROVIDE INSTALLATION A WATER RATING IS RELATIVE AND EVEN THE HIGHEST RATED PRODUCT MIGHT LEAK UNDER
SEVERE,UNUSUAL,OR UNFORESEEN CLIMATIC CONDITIONS.PERFORMANCE OF NANAWALL
SERVICES OR DESIGN/ENGINEER SURROUNDING CONDITIONS AROUND THE OPENINGS TO t g`
WHICH NANAWALUS SYSTEMS ARE TO BE INSTALLED. ANY SURROUNDING CONDITIONS QUOTE NUMBER: 577054 PRODUCTS DEPENDS ON PROPER INSTALLATION AND USE OF THE PRODUCTS,AS WELL AS
SHOWN IN THESE DRAWINGS ARE MEANT FOR ILLUSTRATIVE PURPOSES ONLY AND WHAT IS SELECTION OF THE PROPER SYSTEM FOR THE SITE CONDITIONS.
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 w"U
2.CUSTOMER RESPONSIBILITY.IT IS THE SOLE RESPONSIBILITY OF THE ARCHITECT,BUILDING PROJECT NAME: Burke Res East Marion ANY NANAWALL PRODUCT.ANY TESTING OF NEWLY INSTALLED PRODUCT MUST BE y<3 0 0
OWNER, CONTRACTOR AND/OR CONSUMER (COLLECTIVELY "CUSTOMER") TO ENSURE PERFORMED IN COMPLIANCE WITH AAMA 502,INCLUDING WATER PENETRATION TESTING AT 3� o
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 =
CODES AND REGULATIONS, INCLUDING FEDERAL, STATE AND LOCAL REQUIREMENTS.IT IS OTHER PRODUCTS.TESTING OF PRODUCT INSTALLED LONGER THAN SIX(6)MONTHS MUST BE
THE SOLE RESPONSIBILITY OF CUSTOMER TO DETAIL AND INSTALL NANAWALL PRODUCT IN TESTED IN COMPLIANCE WITH AAMA 511 AND BE DIRECTED AT RECREATION OF AN EXISTING
AN OPENING WITH PROPER STRUCTURAL INTEGRITY AND FLASHING DETAILS NECESSARY TO IN-SERVICE CONDITION.
ENSURE A WATER RESISTANT INSTALLATION.
BUYER TO CONFIRM FROM APPLICABLE NANAWALL DESIGN WINDLOAD CHARTS THAT
3.ASSEMBLY&INSTALLATION.PRODUCTS ARE SUPPLIED"KNOCKED DOWN"FOR ASSEMBLY Z >
AND INSTALLATION LL OTHERS. PROPER ASSEMBLY, INSTALLATION, OPERATION AND POSITIVE AND NEGATIVE DESIGN PRESSURES FOR THE PROJECT ARE MET FOR THE PANEL 0 Z Z
SIZES OF THE UNITS IN THE ORDER. THESE WINDLOAD CHARTS HAVE BEEN DERIVED FROM Z Z
MAINTENANCE IS ESSENTIAL FOR PROPER PERFORMANCE. WRITTEN INSTRUCTIONS ARE COMPARATIVE ANALYSIS OF STRUCTURAL LOAD TEST RESULTS PER ASTM E330 OF ATEST y o 0
PROVIDED TO ALL CUSTOMERS TO FOLLOW. IT IS HIGHLY RECOMMENDED THAT AN SYSTEM INFORMATION SPECIMEN. THE USE OF THESE WINDLOAD CHARTS WILL BE SUBJECT TO THE LIMITATIONS o
EXPERIENCED INSTALLER OF NANAWALL'S PRODUCTS BE USED FOR RELEVANT ASPECTS OF STATED ON THEM. a a
ASSEMBLY AND INSTALLATION. w
SYSTEM ON THIS DRAWING:NW ALUMINUM 640 FOLDING SYSTEM(ALU) B. PROTECTION. ALL GLASS AND FINISHED MATERIAL MUST BE PROTECTED DURING THE a
THE ROUGH OPENINGS MUST BE PLUMB,LEVEL, SQUARE AND WITHIN SPECIFIED BUILDING CONSTRUCTION PHASE FROM ALL TYPES OF CONSTRUCTION OPERATIONS SUCH AS CEMENT Z
TOLERANCES. HEAD TRACK AND SILL(BOTTOM TRACK) COMPONENTS MAY BE SHIPPED IN
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 Z"THAT WHEN INSTALLED,THE JOINTS BETWEEN THE HEAD TRACK AND SILL COMPONENTS ARE THAT MAY BE HARMFUL TO THE APPEARANCE OR PERFORMANCE OF THE PROJECTMATERIALS.
SMOOTH AND TIGHT. TYPE OF GLASS:DOUBLE GLAZED LOW E INSULATED TEMPERED 176
CUSTOMER IS REQUIRED TO FOLLOW PUBLISHED NANAWALL INSTALLATION INSTRUCTIONS. GLASS SPACER BAR FINISH:BLACK 9. UNLOADING PRODUCT. FOR STANDARD DELIVERY, UNLOADING OF PRODUCT FROM THE o
DELIVERY TRUCK IS THE RESPONSIBILITY OF BUYER.DUE
PRODUCT PLACEMENT, FASTENERS, FLASHING, WATERPROOFING, SEALANT AND OTHER E THE WEIGHT OF THE PRODUCT,
DETAILS FOR SPECIFIC SURROUNDING CONDITIONS MUST BE DESIGNED AND PROVIDED BY APPROPRIATE MANPOWER AND/OR EQUIPMENT WILL BE NEEDED.
HARDWARE FIRST OPENING PANEL(S):MULTI-POINT LOCKING WITH LATCH,
OTHERS �
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
TEMPERED GLASS THAT CANNOT BE COMPLETELY PREVENTED. IN NANAWALL ALL GLASS n
OVERHEAD SUPPORT FOR THE OPENING, AND ANY STACKING AREAS, IS CRITICAL FOR SYSTEMS WITH NO VERTICAL STILES, ANOTHER POSSIBLE REASON FOR SPONTANEOUS a
PROPER PERFORMANCE AND OPERATION. THE CALCULATIONS, MATERIALS AND HARDWARE FINISH FIRST OPENING PANEL(S):STAINLESS STEEL WITH BLACK GLASS BREAKAGE IS STRESS CONCENTRATIONS AROUND NICKS OR CHIPS NEAR THE EDGE
INSTALLATION DETAILS MUST BE PROVIDED BY OTHERS. TITANIUM FINISH. OF THE GLASS PANES.PANELS SHOULD BE MOVED WITH CARE TO PREVENT GLASS-TO-GLASS F
LL LIVE CONTACT BETWEEN PANELS. INSTALL THE GLASS PROTECTOR GASKETS PROVIDED BY
THE MAXIMUM VERTICAL DEFLECTION ALLOWED AT THE HEADER UNDER FUIVE AND DEAD
LOADS(ONLY DEAD LOAD IMPOSED AFTER PRODUCT INSTALLATION)IS 1/4"LL THERE HARDWARE AND FINISH ON SECONDARY PANEL(S):2 POINT LOCKING WITH FLAT NANAWALL TO MINIMIZE THE CHANCE OF BREAKAGE SHOULD GLASS CONTACT OCCUR.ANY
HANDLE STAINLESS STEEL WITH BLACK TITANIUM FINISH DAMAGED GLASS PANES ARE NOT THE RESPONSIBILITY OF NANAWALL AND SHOULD BE N
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 MAY ADDITIONAL STRUCTURAL
REQUIREMENTS NOT MENTIONED HERE. SILL TYPE:THERMALLY BROKEN LOW PROFILE SADDLE WITH UNIVERSILL ADAPTER ACCORDANCE WITH NANAWALL'S ORDER AGREEMENT AND ANY ACCEPTED CHANGE ORDER.
FOR RESISTANCE AGAINST WIND DRIVEN RAIN,DRAIN CONNECTION BY OTHERS FINAL APPROVAL HE BUYER CONSTITUTES ACCEPTANCE OF ALL DEVIATIONS TO THE
SPECIFIC AND DETAILED STRUCTURAL SUPPORT REQUIREMENTS MUST BE PROVIDED BY ( CONTRACT DOCUMENTS
TTHE NTS MADE BY NANAWALL IN THESE DRAWINGS.
NECESSARY.)
OTHERS,INCLUDING,BUT NOT LIMITED TO,SIZES,LOCATIONS OR FREQUENCY OF PERIMETER
FASTENERS; ANCHORING TO THE SUBSTRATE; STRUCTURAL CALCULATIONS; AND THESE DRAWINGS REPRESENT NANAWALL'S INTERPRETATION OF THE APPLICATION OF
ENGINEERING OF DETAILED ALUMINUM,WOOD AND GLASS SYSTEMS. SILL FINISH:BLACK ANODIZED PRODUCTS TO THIS PROJECT IN FUNCTIONAL COMPLIANCE WITH THE ORDER AGREEMENT.IT 0
IS IMPORTANT THAT THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND w
5.UNIT SIZES&ROUGH OPENING.CHECK SIZES ON DRAWINGS CAREFULLY AND NOTE THE FUNCTIONALLY WITH RESPECT TO THE ARCHITECTS ACTUAL INTENT, INTERFACING
MEASUREMENT POINTS FOR UNIT WIDTH AND UNIT HEIGHT.APPROPRIATE SHIM SPACE MUST CONDITIONS, MATERIALS AND JOB SITE CONDITIONS. NANAWALL ASSUMES NO
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
THE POSITION OF THE SILL RELATIVE TO THE FINISH FLOOR OR FINISH COUNTERTOP.ANY TRADES.
CHANGES ON WIDTH OR HEIGHT WILL REQUIRE REVISED DRAWINGS FOR FINAL APPROVAL. 0 0
ANY CHANGES IN DIMENSIONS,DESIGN OR LAYOUT MADE AFTER PRODUCT DRAWINGS ARE
6. ORIENTATION OF DRAWINGS. ELEVATIONS ARE VIEWED FROM THE INTERIOR FOR ALL PREPARED MAY RESULT IN THE NEED FOR REVISED DRAWINGS. REVISED DRAWINGS WILL
c
NANAWALL SYSTEMS,WITH THE EXCEPTION OF THE HSW75,FSW75 AND CSW75 WHICH ARE RESULT IN AN EXTRA CHARGE TO BE DETERMINED BY NANAWALL AND PAID BY CUSTOMER Lj
VIEWED FROM THE EXTERIOR. CAREFULLY CHECK THE CONFIGURATIONS SHOWN FOR PROFILE FINISH SCHEDULE BEFORE THE DRAWINGS ARE REVISED.
ACCURACY,INCLUDING NUMBER OF PANELS ON EACH SIDE OF THE OPENING AND DIRECTION O 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
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. }
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 o u
RESULTS AVAILABLE FROM NANAWALL ARE ONLY APPLICABLE FOR THE SPECIFIC UNITS AND NOTE:
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 P m o 0
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 Q N
• POWDER COATED ALUMINUM TO DIFFERENT MATERIAL AND VARIATION FROM ANY SAMPLECONSENT OF NANAWALL.NANAWALL IS ENTITLED TO LIQUIDATED DAMAGES IN THE AMOUNT Spy
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.
DEPENDING ON SITE CONDITIONS,SILLS MAY NEED TO BE SITE MODIFIED BY OTHERS WITH FROM 50 STANDARD COLORS TEXTURE CAN VARY,EVEN WOHIN THE SAME PIECE OF w o
WEEP HOLES FOR PROPER DRAINAGE.THE HIGH PERFORMANCE(RAISED)SILL IS CAPABLE OF WOOD. N w
A HIGHER WATER RESISTANCE CAPABILITY. NON-STANDARD UNITS, E.G. SEGMENTED OR IF YOU WOULD LIKE TO RECEIVE ELEVATION,FLOOR PLAN AND CROSS SECTION
CORNERLESS UNITS,WILL HAVE A LOWER PERFORMANCE RATING THAN A STANDARD UNIT. DETAILS IN AUTOCAD,PLEASE CONTACT NANAWALL O M
Y C 01
SEE NANAWALL LITERATURE AND WEBSITE FOR FURTHER INFORMATION.
NOTES: m
ABBREVIATIONS SYMBOLS SHEET INDEX
AFF = ABOVE FINISH FLOOR MM = MIUMETERS NO. DESCRIPTION EXTRA INFORMATION 0
= CENTERLINE NBN = NOT BY NANAWALL ETAIL NUMBER .-
C:.-ALI
1 COVER SHEEP
DIM. = DIMENSION NTSOD = NOTTOOPENIN DIMALE LINDICATOR
DLO = DAYLIGHT OPENING OD = OPENING DIMENSION 4 2 INSTALLATION DETAIL SHEETIS) NFRC:
DO = DOOR OPENING OFD = OVERALL FRAME DIMENSION SHEET NUMBER
EL = ELEVATION RO = ROUGH OPENING 3 ELEVATIONS&PLAN SECTIONS SHGC: DWG.p
EQ = EQUAL SDL = SIMULATED DIVIDED LITE DRAWN BY NDG
i DETAIL/SECTION TOLE
FS = FRAME TBD = BE DETERMINED t 4 DETAIL SHEEP S DESIGN PRESSURE:0/0 SCALE N.T.S.
FF = FINISH FLOOR
UNIT WIDTH SYSTEM OR UW = UNTYPE
QUOTE 577054
1 ELEVATION ELEVATION/PLAN SECTION TRL ORDER 0
SHEET
1 DT: 4
DETAILS ON PAGE 2 ARE NOT 68 MM 140 MM
[2 11/16"] 5 1/2"
TO SCALE (SEE OWNER'S [1 /MM
4
,.]
10 MM / � tea,".,
[3/8"] 0
MANUAL FOR MORE DETAILS)
WEEP HOLES BY OTHERS w
NECESSARY FOR WATER RATING Z z�� 6
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
END OF THE SILL ARE SEALED PROPERLY TO O z z
ENSURE THAT THERE ARE NO LEAKS.
yo o0
W y N
BESIDES PROPER WATERPROOFING OF THE JOB r'n a a
SPECIFIC SURROUNDING CONDITIONS,
/l ESPECIALLY PROPER FLASHING UNDER THE SILL
AS A WATER BARRIER OF THE MANAGEMENT OF
WATER EXITING THE WEEP HOLES MUST BE
DESIGNED AND PROPERLY INSTALLED BY z
1/4'WEEP HOLES AT ABOUT—L- OTHERS.
THE CENTER OF EACH PANEL Lt
ACROSS THE LENGTH OF THE p
SILL REMOVE GASKET AND INSERT OPEN k,
CELL FOAM (1/2'X 5/n ALONG
LENGTH OF SILL,TYP.ALL LP.S.S.
Vl
EXT. f iv FINISH
SURFACE FLOOR
V
Lo O2 LEVER HANDLE IN STAINLESS STEEL ° 9q
M
n 3/8'WEEP HOLES IN HN„
THE INNER CHANNEL AT
3/8'WEEP HOLES ABOUT 10'FROM ABOUT THE CENTER OF 16 MM
EACH END AND AT ABOUT EACH PANEL ACROSS
25 MM
MEETING POINT OF PANELS ACROSS THE THE LENGTH OF THE � N
LENGTH OF THE SILL MOVE SLOT 99 SILL [1 O 2
LOCATIONS AS NEEDED SO THEY ARE [3 1 /16"
STAGGERED AT LEAST 8'AWAY FROM
THE WEEP HOLES IN THE INNER J
CHANNEL
�m
SUGGESTED INSTALLATION DETAIL a
SG NW ALUMINUM 640
LOW PROFILE SADDLE SILL OUTWARD OPENING nM o
El
RECOMMENDED BLOCK OUT
DIMENSIONS FOR SILL
}
FIN
3
d
cZ
ISH FLOOR o a o
® 1� FLAT HANDLE IN STAINLESS STEEL
on
%���%z [4 3/8"1 111 MM \\�\\ a Y_jrn
m�
n
0
O_
IN CUT OUT DIMENSIONS FOR LOW PROFILE SADDLE SILL EXTERIOR INTERIOR
@SUGGESTED INSTALLATION DETAIL DWG.N
NW ALUMINUM 640 DRAWN BYJ NDC
SCALE N.T.S.
HEAD TRACK OUTWARD OPENING QUOTE 577054
ORDER 0
2 - 4
C) a I m
c
€E
W 3.
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 m
[f-4 3/81 T
2-4 3/8°] [2-4 3/8"] [2-4 3/8"]T
2-4 3/8"] z z
3 1 4 5 4 5 A o z
0
4 4 4 4 4 4 4 N m
__J0 0
a a
J�
6 <o
I-C)
/� 4 z v
= p P-ao PANEL 1 PANEL 2 PANEL 3 PANEL 4 P,4 5 s
�w 0 c'
A
4
2 FLAT HANDLE ON LEVER HANDLE ON
4 FOLDING PANELS SWING PANEL m
F
1 ELEVATION — POSITION 1
3 QUANTITY [1] NOTE: ¢ N
(TYPICAL: ELEVATIONS SHOWN FROM INTERIOR) FIRST PANEL OPEN FOR SUGGESTED ROUGH OPENING DIMENSION q
PLEASE SEE FRAME SECTION DETAILS ON FOLLOWING
NANA WALL NW ALUMINUM 640 FOLDING SYSTEM(ALU) DETAIL SHEEP
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
EXTERIOR '
a
U.W. 4267 MM U.W.
UNIT WIDTH
[14']
> z
'0 °
875 MM 819 MM 819 MM 819 MM 935 MM �; a
[2�-10 7/1611—[2�-8 1/41[2'-8 1/4'-r[2p-8 1/4°] [3'-0 13/16 ❑ w a q
11 T PANELS CLOSED
Y
745 MM
O
}
INTERIOR CLEAR OPENING
Z
WHEN SWING DOOR o vi
DASHED LINE INDICATES LIMITS OF OPEN 90 DEGREES po o
FINISH FLOORING THAT MUST BE [2-5 5/161 f; N
CLEAR AND LEVEL FOR PROPER
OPERABLE FUNCTIONALITY. O io N
_ EXTERIOR bEFy �w
U � y
//I m„
PANELS OPEN o
CLEAR OPENING
3546 MM
APPROX. [11-7 5/81
STA CKINTERIOR DWG.H
672 MM DRAWN BY NDC;
[2-2 7/161 SCALE N.T.S.
QUOTE 577054
A PLAN SECTION (POSITION 1) ORDER 0
4 j 1/2"=1, BEET
3 DT: 4
STRUCTURAL HEADER ABOVE 74 MM c o
RO DIMENSIONS SHOWN �[2 15/16"]� IN CERTAIN AREAS,MAX ALLOWABLE PERIMETER SUBSTRATES, FASTENERS,
SHIM SPACE IS 10MM(3/B"). IF THIS BLOCKING,SEALANT, FLASHING&
ON SUGGESTED SHIM SPACE 67 MM SUGGESTED ROUGH OPENING WIDTH WATERPROOFING, NOT BY NANA WALL, �/ ♦,`�,m j,
IS THE CASE,ADJUST DIMENSION(S)
19 MM[3/4"] [2 5/8"] ACCORDINGLY BSS MD ON 10 SPACE EACH[3/8.1 TYPICAL
4287 MM [14'-0 3/4"1 c�A
rl 7SUGGESTED 105 MM EW jou
R.O. SHIM SP.6,E [4 1/8"] L w�oQoo
10 MM" 37 MM W�6fio
�\ [3/8] [1 7/16"]� n 99 MM S�c�
N 1 HEA ❑ EXTERI
El
XTERIOR ❑ ❑
NW LUMINA 6 � � w
CLEAR OPENING
n ® ❑ EIGHT z
n n n NN (ON nN nN ^y p Z
"'" L �� ❑IL
INTERI R u a w
NTERIOR ❑ Z IA
2 U
�—[2 71 MM 33 MM67 MM 13/16"] [1 5/16"] 47MM 45 MMn [2 5MM [19 MM [7 3/4"1 O
EXTERIOR INTERIOR
[3/8"]
N
co
a
E N � ❑
0 0 3 JAMB 4 FOLDING WITH HANDLE
N
O O O
NW ALUMINUM 640 NW ALUMINUM 640
N O � _ � � �W\ ❑ N
O W n w 0 cc 'o
OW(O
N
N I
a
w
¢ F O
O
4
� W W
n
W V' En
Ln
rn aGED ROUGH OPENING WIDTH ❑
ED ON 10 MM [3/8'j > z
EXTERIOR IM SPACE EACH SIDEINTERIOR 87 MM [14'-0 3/4�67 MM
[2 5/8-] 99 MM[3 7/8"] 6 1/2'] R. SUGGESTED
SPACE ❑
37 MM 10 MM
DLO 4Q
�[1 7/16"] [3/8"] o
r
XTERIOR ❑ ❑ XTERIOR ❑ a
2 v
�z
SILL
z ° ted
In
�Lo �N
NW ALUM64�1 64 y
(O N �N
O E
Li
n u ❑ �� c• o
NTERIOR Ll 1:1
NTERIOR F M
O YJ�
CLEAR OPENING a .�
0HEIGHT m a
IMF 45 MM45 MM 79 MM 72 MM
M\ �\ [1 3/4' 9 MM [1 3/4"] [3 1/16' 14 MM [2 13/16"] o
Lo
[3/8"] [9/16"]
-I� VQUOTE
SUBFLOOR 48 MMT 52 MM
RO DIMENSIONS SHOWN TISM [1 7/8"] [2 1/16j 28 MM NDGON SUGGESTED SHIM [1 1/16' .T.S.90 MMSPACE fi MM[1/4' M [3 9/1fi"] 7054� [ A]
VERTICAL SECTION 6 JAMB D5 FOLDING WITHOUT HANDLE
NW ALUMINUM 640NW ALUMINUM 640 NW ALUMINUM 640 4 - 4