2008-522 VOID TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE (.'Y"'Y" COMPLIANCE
Permit Number. P20080522 Date Issued: Thursday, May 27, 2010
This is to certify that work requested to be done as shown by Permit Number P20080522
has been completed.
Tax Map Number. 523400-308-010-0002-066-000-0000
Location: 13 ROSE Ln
Owner. JAMES D KRAMAR
Applicant: JAMES D KRAMAR
This structure may be occupied as a:
Porch
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, V-0
Variance, or other issues and conditions as a result of approvals by the Director of Buil ing?Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080522 Application Number: A20080522
Tax Map No: 523400-308-010-0002-066-000-0000
Permission is hereby granted to: JAMES D KRAMAR
For property located at: 13 ROSE Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: JAMES D KRAMAR
13 ROSE Ln Porch $20,400.00
QUEENSBURY, NY 12804-0000 Total Value $20,400.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2008-522
300 sq ft porch
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 21, 2009
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.
Dated at the Town of V
e b Tuesday, October 21, 2008
V
7
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
----------------------------------------------------------------- -------------------------
FFIC� E ONLY ;
TAX MAP NO. ERMIT NO. ZL
+ - ;
, ; 0
FEE PAID BLDG. &CODES APPROVALS 0 ;
r , 11
r , 0
+............................_______________________________---- ............. -__ -
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION N
Use this application for any structure other than the Principal Structure(house)to include, but not limited to:
garage, shed,greenhouse,dock,deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT.NO I761y"Cs
ECTIONS WILL�,B[E M/A�DE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
OWNER: 1 lyramn-- INSTALLER/BUILDER:Coec& A*` aIC,to Aw q�a `
ADDRESS: `_, Zppp&t L h� 0=nC16LyADDRESS:'43 �Q2lJC Lckc RT) n `,fd(4e `J
PHONE NOS. ��O' /q3 /(JFS� PHONE NOS. I l _)�On
LOCATION OF PROPERTY: !�j FZO 'LGI ryh SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: I �> AQS C_..• L k"
ESTIMATED COST OF CONSTRUCTION:`$ O O ANY OTHER/ACCESSORY STRUCTURES ON PROPERTY? C S
IF YES,PLEASE LIST: DHM 9 6N U.t �d
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
PROPOSED CONSTRUCTION 1 FLOOR 2ND FLOOR TOTAL PROPOSED
HEIGHT
SO,FT. S4 FT. SO,FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH' 300 S .�
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS
OTHER ACCESSORY STRUCTURE:
"CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN
THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge,the statements contained in the application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Codes,the Zoning Ordinance,and all other laws pertaining to the proposed work shall be
complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that
I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued,as requested by the Zoning Administrator or Director of Building
and Codes,an As-Built Survey by a licensed surveyor,drawn to scale, QUESTIONS? CALL 761-8256 OR EMAIL
showing actual location of all new construction. codes(cagueensburV.net
I have read and agree to the ab;o VISIT OUR WEBSITE FOR MORE INFORMATION
�O� www.ciueensbury.net
Signed Dated:
Name/Title(Printed) Ef 711�1�
Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080522 Application Number. A20080522
Tax Map No: 523400-308-010-0002-066-000-0000
Permission is hereby granted to: JAMES D KRAMAR
For property located at: 13 ROSE Ln
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. T_vae of Construction Value
Owner Address: JAMES D KRAMAR Porch $20,400.00
13 ROSE Ln Total value $20,400.00
QUEENSBURY,NY 12804-0000
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2008-522
300 sq ft porch
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 21, 2009
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Toywti o£Queensbpry; 7,,.uesday, October 21,2008
SIGNED BY r fi 1 ' for the Town of Queensbury.
Director of Building; CodAnforcement
(:) TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5902 518-761-8201
November 5, 2008
James Kramar
13 Rose Lane
Queensbury, NY 12804
Dear Mr. Kramar:
This letter will confirm that you are not allowed to build a sunroom directly over the top of
a septic tank if it restricts the ability to pump the tank covers and gain access to the tank
covers for pumping and maintenance.
While there is no setback required between the porch sunroom and the tank, if the porch
is built over the tank and there is no access to the tank, that would be prohibited.
I trust this will answer your questions. If not, please don't hesitate to contact me.
Sincerely,
TO OF QUEEN BURY
f r�
David Hatin, rector
Building and Code Enforcement
DH/mg
1 "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE"
SETTLED 1763
MAP REFERENCE:
MAP ENTITLED "MAP OF A PROPOSED SUBDIVISION
MADE FOR HERALD SQUARE SUBDIVISION LAYOUT
AND UTILITY PLAN", DATED 5/29/96 LAST REVISED
10/2/96, PREPARED BY VANDUSEN & STEVES, LS.
FILED IN THE WARREN COUNTY CLERK"S OFFICE ON
DEC. 31, 1996 IN PLAT CABINET B, SLIDE 85,
MAP #185.
�a
tale.
elec o
ct.v. trane
I HEREBY CERTIFY TO.
.� 1} JAMES D. & STEPHANIE A. KRAMER
Y 2) BANKNORTH, N.A., IVS SUCCESSORS AND/OR ASSIGNS,
AS THEIR INTEREST MAY APPEAR.
3) STEWART TITLE INSURANCE COMPANY.
A,4 THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD
SURVEY COMPLETED ON APRIL 29, 2003.
h THIS SURVEY AND THE CERTIFICATIONS HEREON SHALL BE
.�p0 1 VALID ONLY ,TO. THE PARTY OR PARTIES HEREON NAMED AND
• ••.. ARE 'NOT TRAk�RABLE TO ADDITIONAL INSTITUTIONS OR
v SOBSEQUENT-&W OTHER THAN AS MAY BE OR
EXPRESSLY 5TA`ftb HEREON.
lb
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DAViD J- EOLSTER,,,.
DATE,._tuAY_ 3=20003
MAP OF A SURVEY OF LOT 139 HERALD SQUARE
MADE FOR
IJAMES D. & STEPHANIE A. JMNrill
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK
D.A VID J. B OIL S TER
LICENSED LAND SURVEYOR
342 MAIN STREET, HUDSON FALLS, NEW YORK 12839
DAM APRIL 29, 2003 SCALE: 1" = 30' N.Y.S. LIC. NO. 49534
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AND CODE
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TOWN OF QUEENS BURY
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Date: 56"x 56 IJ4" 60"x 56 1/4 s:b 60"x 56114' 5V x 56 W
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83 1/4"
244 1/4" --:—
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gored on our ihr" CORNER COVER
01,101 with our own CORNER POST GABLE POST CORNER POST
trot be construed es indico�
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56,x 56 1/r *48 x 56 IW
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83 1I4"
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179 3/4"
G-15PGA 15'Gable Projection Wall
60"x 56'1/4" 56"x 561/4W 60"x 56 1W
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LOT 13 63 '
LOT 12
NOTES: LOT 11
1) TI*S SURVEY WAS PREPARED WIT 4OUT THE
B04ERT OF AN ABSTRACT OF TITLE AND 1S
THEREFORE SUBJECT TO ANY EASEMENTS.
COVENANTS OR RESTRICTIONS OF RECORD
ANY STATEIEIT OF FACTS SUCH DOCUIAW
WOULD t ISCLOSE.
2) UNAUTHORIZED ALTERATION OR AE MON TO A SXMZVEY
MAP BEAR04G A LICENSED LAB? SURVEYORS SEAL IS A tt
VIOLATION OF SECTION 7209. SUB-DMSION 2, OF THE
NEW YOPK STATE EDUCATKN4 LAW.
3) ONLY CCPlES FROM THE ORC04AL OF THIS SURVEY
DARTED WUH AN ORKM& OF THE LAND SUlZVEYCIRS
SEAL. SHALL BE CONSIDERED TO IE VALID TREE COPIES.
i
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Communipj Development Office
Pv
Town of Queensbury ■ 742 Bay Rd.
' Queensbury, New York -12804 PLOT PLAN
Show all existin 9 p ro and osed structures. Indicate the setbacks of all structures and buildings from EW properly lines.
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ST12 DVIEW / BETTERVIEW PATIO ROOM Whoa eeclMatrix
SECTION A/AA: FOUNDATION CONNECTION I SECTION B1:GV SILL STARTER I p GABLE STLDI❑
BETTERVIEW PATIO ROOMS: STUDIO STYLETURAL STABILITY FROM RACKING
0�_ ")22 (37RANDVIEW/
Maximum wind speeds for GV/BV gable style room using simple mullion construction(72"spate Maximum wind speeds for OV/BV studio style room using simple mullion wrotruction(73"sparng) ROOF spas DETAILF Wind Speed Pro'. Min. Bld .Width Pro'. Min. Bldg. Width Pro'. Min. Bldg. Width Pr /width- 24 2a 20 is 16 14 Pr midd-,- 24 o t 4 31/6,
ALUM FLASHING SECTION 3/8' TYP. r_ " 1_ , 12 N/A N/A 90/90 too/too 110/l00 110/t10 12 130/l00 130/f10 130/lio t30/f20 30/130 130/130 100/1t0
USE FASTENER LOCATION 90 MPH 10 FT 8 8 11 FT 8'-8" 12 FT 8 11 14 N/A N/A 90/90 100/100 110/100 110/110 14 130/100 t3o/110 ]30/UO 130%120 30/130 ]30/t30 DS/90
ON GABLE ROOMS ONLY WINDSPEEDS t00MPH NO MPH 10 FT 8'-8" 11 FT 8'-8" 12 FT 8'-11, 16 N/A N/A 90/90 too/too 110/100 110/110 16 130/l00 t30/110 130/1t0 130/120 30/120 130/ 20 DS
1/8"X 1"X 3-5/5, D n le N/A N/A 90/90 100/100 I10/100 110/110 c
DETAIL-SECTION DETAIL-SE SECTIONS EXTERIOR STEEL PLATE 11O MPH 10FT 9"-4 11FT 10'-3" 12 FT III-2120 /A /A 0/ A 00/ A 10/ A 110/ A
iL�-,
FOR WOOD DECK CONSTRUCTION n n n
DETAILJ ONLY,USE 1/2"-3/4"PLYWOOD OR 120 MPH 10 FT 9 -6 1 1 FT 10 -9 12 FT 12 -0 Maximum wind speeds for GVBV gable style room using Gable posts or Raceway(72"sparing) Maximum wind speeds for GV/BV studio style room using simple mullion construction(7r spacing? ROOf "one,
OSBOVERIS-30LBSFELTPAPER 3/8' TYP 130 MPH 10 FT 9'-101, 11 FT 11'-6" 12 FT 13'-4" Pro'hvidth-. 24 22 20 s 6 14 Pr '/width-+ 24 22 20 a 16 4 3-/6-
OVERHANG TRANSOMHEIGHTVAP.IES 2" 12 90/90 110/loo l20/90 l40/100 140/100 t40/110 12 [40/140 140/142 140/140 l40/140 140/140 140/140 10o/tto
UP R A (TYP.CONCRETE) T t 1 14 90/90 to/100 20/90 140/100 l40/100 i40/110 14 t40/140 140/l40 140/140 140/140 140/140 t40/140 DS/90
CAPACITY OF EXISTING FOUNDATION Wind Speed Pro'. Min. Bld .Width Pro'. Min. Bld .Width Pro'. Min. Bid . Width 15 90/90 110/100 120/90 t3o/]oa t3o/lo0 1301110 16 140/140 ]4o/t40 too/]40 l40/140 140/140 L40/140 Ds
LAG SCREWS SECT NCI TO RESISTLOfJSIDER MP THIS =977
90 MPH 13 FT 9'-2" 14 FT 9'-7' 15 FT 9'-11" 18 90/90 0/100 20/ 00 130/100 l30/100 l30/110 8 14 J 40 140/ 4 40/940 4 / 40 4 /40 40/4091
(SEE GENERAL NOTES} I 20 90/NA 110/ A l20/NA 120/NA 120/NA 120/NA
ANALYSIS 100 MPH 13 FT 9'-6" 14 FT 10'-4" 15 FT 11'-1" Roof Panel 00/ 0 0/ 1 0/l 120/120 140/ 140/13
HEIGHT EXISTING HOMEWALL SECTS CITHRU I I 110 MPH 13 FT 12'-2' 14 FT 13'-11, 15 FT 14'-O" 3'/6'
VARIES MUST HAVE FULL EMBED D MENT OF ALL LAGS INTO JOISTS OR BAND BOARD, " Maximum wind speeds for GVBV gable style room using Gable posts or Raceway(96"spaca� Maximum wind speeds for GVBV studio style room using simple mullion construction(96"sp�g) a
AND M US T HAVE FULL EM BE DD ME NT OF ALL TAPC ON S INTO C ON CR ETE 120 MPH 13 FT 13'-7 14 FT 15 -1' 15 FT 16'-7' Roof one
SECTION D/DD SECTIONG Pr°/"dth 4 0 B 4 Pr idth-' 4 0 4 3'/It
TYP.FASTENERS:TAPCONS INTO CONCRETEtDRLAGSINTOWOOD FASTENER CENTERS 130 MPH 13 FT IT-4" 14 FT 17'-3' 15 FT 19'-3" 12 N/A N/A 100/100 100/NA 120/NA 130/100 12 1401120 1401120 140/120 L40/l20 I40/]20 ]40/l20 lOQi1l0
14 N/A /A 100/100 100/NA 120/NA 30/100 14 l40/120 140A20 140/120 140/120 140/l20 l40/ 20 DS/90
3 1/4"PANEL KNEE WALL I 'INTO CONCRETE:90.130 MPH USE 1/4"OXTTAPCONS 24"O.C. `TOBE USED UNDER GABLE&CORNER Wind Speed Pro'. Mitt. Bldg.Width Pro'. Min. Bldg. Width Pro'. Min. Bldg. WKlt11 16 N/A N/A 100/100 100/NA 120/NA l30%loo 16 l40/l20 1401120 140/120 140/120 140/120 ]40/l20 DS
(HEIGHT VARIES) SECTI D/DD I` *INTO WOOD:90-130 MPH USE I/4"O X 4"LAGS-24"O.C. g. 18 N/A N/A 100/100 100/NA 120/NA 30/100 18 140/ 14 ,'In I in o l4 / 0 40/ 0 40/ 0
POST ON GRANDVIEWONLY
90 MPH 16 FT 9'-9" 17 FT 10'-0" 18 FT 10'-3" Po
CONCRETE SLAB OR WOOD DECK " " •The Wind Matrix charts tabulate the aafe winds peed of the frame of the room based on Its construction.Thu bxlcatedvalues are to be road: Grandviswwnd speadBeit*vs ,,l*id speed
DETAIL-SECTION A/AA FOUNDATION DONE BY OTHERS SECTIO AA 100 MPH 16 FT 11 -10 17 FT 12 -8" 18 FT 13'-5 •3"/6" denotes the maximum average windspeed for the Seaway's 3"aluminum skinned panel with 1-deems/Seway's6"OSBpareiwkhbettens. F:xasiatedwrWspoad,bnlh�etabulatedvakX�
(SEE GENERAL NOTES) . III IL Ili --- - „ , for the oom frame and desired root panel must meetorexceedthe statedwndspead
,..., S&LAG - - for sN,' )
SECTION 62' STEEL PLATE s 110 MPH 16 FT 14 11 17 FT 15 10' 18 FT 16 9 •The above tabulated wind speeds are based on a combined lateral wind load&vertical load of 5psf dead load+35psig(xrd snowbed(Deadioedis2.&osffarpe>eiwei�tend22paPA�?
L]
DETAIL Cl: GV VERTICAL MULLION SECTION C2: GABLE POST •Ma denotes the use of double spat roof panels for elther 3"or 6'OSB roof panels based on Exposure C,1.65 safety lector for later loads,&1.95 safety factorfor vedral bade
t '• '• '.d,"•"'- UNDERGVGABLEPOST 120 MPH 16FT 17 -2' 17FT 18'-A
18FT 20'-0' •MaxMulllonTributaryAroecharisdlcate the maximum size of the fenestration flanking the mullion based on the tibtRaryseaTrNxRsy was lsdet6ledasUteumaf the wtb^a�3laEvohg? ea
''' " ° " 18 FT units(InInches),multiplied by 42,then all divided by 144 and rounded to the nearest whole number. The resultantistit nfmtrihAxysquamfootNa Thedrr mrrbspktis°! esrm.u'.imbtLt--ry
DETAILB3 7/8' TY SINGLEH-MULLION;90MPHONLY 31/4"X31/2 2PC. 130 MPH I6FT 19'-8 17FT 21'- 23 -3" areafor"wall Interior zone[wall end zone". It a mullion adjacent to a comer hasofer>eetraUmut #,dls<7z',twtwnxMmisasstmdtobecmwbmoed
SIDE ELEVATION FRONT ELEVATION A(TYP) VINYL WINDOW FRAME GABLE POST 31/4" by the wall end zone number,otherwise,it laconstdnedtry the walnterbrzone rurrt>a
T— PANEL Wind Speed Pro'. Mira. Bld .Width Pro'. Min. Bldg. Width
® -- - 7- -- _J . - I 90 MPH 19 FT 10'-6° 20 FT 10'-9" Post Spacing
DETAIL B3: POST CONNECTION' DETAIL J: INTERMEDIATE BEAM' Studio St to Galote Style
A Ground Snow Load uivelants y Y
100 MPH 19 Fr 14'-3" 20 FT 15'-0" F4 tAssummasin a span eciion&12'overhan on leroom,
�- �- - -- A— (''� cc�'� 6' Span 8' span s an s an 1 � >W ti'rg & sY
POST BRACKET 5 A— _ _ _ —__ A _ 110 MPH 19 FT 17'-9" 20 FT 18'—O" ullions / Headers 2- C roof 2- c roOF 2- a roof 2- c roof atda2r4'width&12"overhangongablestyleroom. Greaterloads®aybe
allowsbie.
C B V ONLY) to A 120 MPH 19 FT 21 -5" 20 FT 22 -1 0 Betterview post w/mullions(8 I`5) 68psf 36psf 99pof 54psf Ii a The above data does not include snow drift and sliding snow load requiernents. I
SLIPS INTO PAST Iae0A M -- '
Awm - - — A 130 MPH 19 FT N/A 20 FT N/A Betterview poet H083T5) 88pst 38psf 99paf 64psf � °The above des includes a dyad lead of Spaf;2.8psf for roof panels yr ZZpsffor
NOM. .080 WALLS 3" E M '•' Internal Jamb Support w/mtiate(8063-T5) 8apst Sepal 89psf 54paf —y shingle''
--- ------- M ••' I I 1 _�_ _ Snow loads have a reduction factor of 0.7 for low slope roofs per IBC2003,
�_ 1 H-Mullions (6005-T5) 8apsf 36paf 99psf 54psf section 7.4;assumes a"cold'and nor"lippery roofsurfax
POST SECTION B1 - J B ' Atf I Grandview post w/mullons T P�0.7CaCeCtIPg
� / SILL STARTER % Po 5] 68psf 3 at si st
3/4"TYP. � � NOTE: �� Ps-r�fanew lead,Cs=L0,C�0.9,ct-I.I.Ial.o,Pgmgramdarowload
Lv,JATION OF LAG SCREWS, 3/16"O SILICONE BEAD;TYP a Ties table only applies to the roof supporting structure.Roof panel;cads
: L / FASTENERA; RUST HAVE FULL CMBEDDMENT OFALLFASTENERS `BETTERVIEW USES 3 1/4"X 31/4"POST r This testing is based on shear diaphragm testing for wind bad only evaluated
20'X 18'MAX.ROOM SIZE FLANKED W/NON-THERMALLY BROKEN See FET test report T227-99 for materials and seta requirements). , s��
4
(2)#BXS/8",ALSO it
, ( P P MnOiotm/xaders 2choeder hm BV Post GV Post V Post GV oat BV Ost V oat V PoU
Hmaon1.95aefetyfactor@96"columnheghC
FASTENER C REFER TO DETAILF `REFER TO FASTENER SCHEDULE FOR NO. "FASTENER A,USE#8X1FRAMTTOP, SE CONNECTION
; This table is also based on design wind bads from IBC 2003, Betterview Gable post w/mullions M083-T5) +loopef NA 97psf NA +1o0 sf NA +100p
OF REQUIRED FASTENERS FOR WIND SPEED MIDDLE&BOTTOM OF FRAME. "USE CONNECTION OPTION A FOR INTERNAL
i o ° exposure category C, Importance factor 1,Mean roof ht.of T max.
FASTENERA FASTENER B LVL BEAM OR 3-1/4" `PRE-DRILL HOLES. P 9 rY P Betterview Gable poet(8083T5) +t00psf NA 97paf NA +100psf NA +100pAND ROOM SIZE CONNECTIONS OR 8 FOR EXTERNALSQUARE POST •OILY(6)L AGS CAN BE INSERTED WITHIN `SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS pRO� Structure is not within a hurricane-prone region. Grandview Gable post w/na4ons(OS3-T5) NA +t00psf NA +1 sf NA +10 sf NA
7/8"(fYP) '"HE CROSS-SECTION OF THE POST 'USE NOVAFLEX 100 SILICONE OR EQUNELANT .(A)PRE DRILL,USE#BX1-1/*'
FASTENER C JSF 1/4"STEEL WASHERS UPTO 100MPH .ALL VINYL WINDOWS TO BE SIUCONED SIMILARLY W/LOW-PROFILE(PANCAKE)HEAD @ 24"OC
FASTENER D °PILE-DRILL LAG HOLES USINGILG4"OBIT `REFER TO REPORT-SEAWAY001:SILICONE BOND "(B)USE#8X5/8"-24"O.C.
FASTENER SCHEJU E: SECTIONS B2 & D/DD
'FOR GV(g 90-100 MPH USE(2)#eX5/8"SCREWS, SIZE BEAM PER MFG. Gable post Lag Screws,assumes'/."Qx4"lag,SG=.47,Exp C
EACH SIDE(FASTENERA FOR CABLE POST. APPLICABLE INSTRUCTION
^=CTION C3: BV VERTICAL MULLION f SECTION C4: GV RACEWAY 90m h 10Dn h 11Om h 120mph 130m h
`FOR BV @ 90-100MPH, USE(4)#8X5/8"SCREWS EACH SIDE "FASTENER B:90-100 MPH USE#8X5/8"@18"O.C. C jP/W-" 24 22 20 18 18 14 1P/W-C__-4
20 18 18 14 1PAIY_ 24 22 20 18 1s 14 jP/W_ 24 22 20 is 18 14 jP/W_ ?4 71 20 18 18 14
FASTENERA,(4)-#8X5/8", EACH SIDE,FASTENER C *FASTENER B: 11 0-1 30 MPH USE#8X5/8"Q12 O.C.
FOR HIGHERVMNDSPEEDS,SEEGENERALNOTES INTER k7YP) I 12 3 3 2 2 2 2 123 2 2 12 8 ,"3 3 12 1 _ 4, :, 92
.FASTENER C:ALUMINUM BEAM MATERIAL
REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS JAMB 14 3 3 3 2 2 2 14 • 3 3 2 14 4 4
R ERT 3a 3 14 €f a ass4 t4 5 A a
T SPACING '90 100 MPH USE:#8X5/8"(�18"O.C. A-• I I 16 3 3 3 3 2 2 18 3 3 3 3 16 z; sl A k,.. A 3 18 a5 1 x��.,,�-ti 4 16
'FASTENERS GOOD FOR UPTO 96"POST Id" � 3 3 3 18 fit.I' w �> `4 w.s. 4 ttt,.�� .: d..:�: 18 �' Cr.ezt<. x ,� 4 - t8
•100 930 MPH USE#SX5/8"�12"O.C. ( -A SUPPORT I I 18 q 3 3 3 3 2 18
RACEWAY _._ _, _.:
-- _.- 1 1/ .C. -
#8X 4 24 O
A A a,-_.
:MI ROLAM BEAM P -D ILLH LE 20 ::f.>' , ,.,zL,.,• ., ;; . , 20 ,,., _ K. 3. x. .,. <t ;,4 �1 ,..,; 20 5 A 20
FASTENER D C I CAVITY I RE R O
`90-130 MPH USE 1/4"DJX2"LAG SCREW(812"O.C. /::: For concrete of 90nnph,use 2'/""mxT Tapcon Far concrete at tODmph use 2'!."Dx2"Tapcon For concrete a:11Dmph,use 3'A"0xT Tapcon `FOrconcrete at 120mph,use 3'/."iax2"Tapcon `For concrete at 90nph,use 2'/1®xT Tapcon
SECTION K: WALL&PANEL HANGER / �- — — — J
L Gable room Comer post La Screws,assumes Y:'0x4"la ,SG=47,Ex C
A `ATTACH FASTENER ATO: 3 -g g I 90Mph 100nph iIOmph 120mph 130mph
WALL STUDS @ 16"O.C.W/1/4"O X 3"LAGS UP i jP/W-" 24 22 20 18 18 14 IP/W-" 24 22 20 18 16 14 JP/W-rC."
20 18 16 14 jP/W_ 24 22 20 18 t8 14 JPIW_ 24 22 20 1s 16 14
TO 24'X 14'W/12"OVERHANG FOR 90 I
110 MPH AND/OR 50PSF GROUND SNOW LOAD. 12 2 2 2 1 1 1 12 2 2 2 122'_ 3 L) `x 2 12 1` J ��: 3, 2 12
A- -#8X 1-1/4"-18"O.C• C C 14 2 2 2 2 2 1 14 " 2 2 2 14 3 9 2 14 �"f "* f4 PRE DRILL HOLES "`ATTACH FASTENER A&B TO -A #B X 5/8"-24"O.C. CAN'T EXCEED 3k" 18 2 2 2 2 2 2 16 2 2 2 16 .,t;,,3� 3 2 16 ? 3 f8 1 E 3 s 3 >A° WALL STUDS IF>16"O.C.W/1/4"0 X 3"tAGS UP - PRE-DRILL OUTER MULLION WALL WITH7/18 HOLE, 1s 2 2 2 2 2 2 1s r# 2 2 2 18 xk3 g°•;;t 18 at,X; 3,.,,: : 3,%, 18FASTcN SCREW AS SHOWNx20 9 3 ..,; a__ .'.
TO24 X 14 W/12 OVERHANG FOR120 20 ,5.2',.> 2 n::2. " <...,;a^s.;, 20 a ., x ,..,:- :.3 xx ,3., 20 .. 4, ti;a.3 9 20 c_.
130 MPH AND/OR eSPSF GROUND SNOW LOAD. F CH Far conk ate at 90rt ,h, use 2'Y,"0XT Tapcon For concrete at 100mph use 2'h'Ox2" Tapcon For concrete a:11Dm h,use 2'/."0xT Tan on 'ForcOncrete 120mph,use 2'/:Ox2" T con `For concrete at 90m h,use 21/.'OxT Ta con
r CHANNEL `USE CONNECTION OPTION A&B FOR INTERNAL
FOR PROJECTIONS GREATER THAN 14',USE DOUBLE SPAN CONNECTIONS OR C FOR EXTERNAL CONNECTIONS `For gable room side wall vortical mullions on 96.25"spacings(Exp C),use 2-'/n'(dx4"lag screws for 90-120mph
ATTACH FASTENER A&B TO: °(A&B),(FOLLOW NOTES ON DETAIL)
WALL STUDS IF>16"O.C.W/1/4"O X 3"LAGS UP BETTERVIEW SINGLE MULLION •(C),USE#BX5/B"-24"O.C, Studio room vertical post La Screws to 95.25"spacing,'/4"tdx4"lag,SG=.47,Exp C,90-100mph Studio room vertical os.Le SCreWs upto 72.25"sped ,'/d'Ox4"la ,SG=.47,Exp C,110-13Omph
TO 24'X 18'W/12"OVERHANG FOR 90- CENTER VERTICAL SUPPORT "NO SCREWS/NAILS ARE ALLOWED TO 9OMPh 100nph 110mph 120mph m 93�nph
130 MPH AND/OR 65PSF GRAND SNOW LOAD.
B P ROTR U D E IN TO RAC EWAY CAVITY, 1PIW-+ 24 22 20 18 16 14 1P/W- 24 22 20 18 18 14 IP/W-. 24 22 20 18 18 14 JP1W_ 24 22 20 1s 18 14 1P1W-.+ 24 22 20 1s IB 14
EXCEPT FOR THE SILL STARTER CONNECTION. 12 1 2_ 2 2 2 2 12 2 2 2 2 2 2 12 2 2 2 2 2 3 12 3 3 3 3 3 3 12 ,r K °°v>"3
14 2 2 2 2 2 2 14 2 2 2 2 2 2 14 2 2 3 3 3 3 14 3 3 3 G 3 3 14 ' t ", , � 4
16 2 2 2 2 2 2 18 2 2 2 2 2 2 16 3 3 3 3 3 3 16 3 3 3 3 3 a 18R
SECTION D: GV CORNER POST SECTION DD: BV CORNER POST I SECTION E: 2PC HEAD SUPPORT Is 2 2 2 2 2 2 1s 2 2 2 3 3 3 is 3 3 3 3 3 3 18 3 a a a a a is ,4 l ,;; r 1.
GRANDVI EW/ BETTERVIEW PATIO ROOMS: GABLE_ STYLE For concrete at 90m h,use 2-/1'OxT Tapcon For concrete at 100m h use 2'/4"Ox2"Tapcon For concrete a:11Omph,use 2'h"OxT Tapcon `FDrcOncrete at 120mph,use 2'/4"Ox2"Tapcon For concrete at 90rnph,use 2- "Ox2"Tapcon_J_
3 3/8"OUTSIDE CORNER POST • • •
W/3 1/4"$0.POST INSIDE '.'.'•• ®N/A for GV and 6' p. N/A fur BV only N/A for GV only �Achiewble for both GV and BV
DETAILF - - - I l I _ •- . . • I
DETAIL-SECTION H � 3 1/4"SQ.CORNER POST ,.,. ,- - . - NOTES: —I
GENERAL
SECTION H 7/8' 1 Y REQUIRED IN ALL CONSTRUCTION I
3 3/8" FASTENERA
3 1/4" THERMAL GRANDVIEW/ BETTER'VIEW PATIO I�OO1i1A ROOF
PANEL . " USHANNEL 7/8' TYP, REFER TO The following items were not considered in the engineering evaluation ofthe Grandview LOAD SPAN TABLES ®F 3"" CFfI-BEAD tot �61 ROOF B1�STEIVI
DETAIL-SECTION E " • • • DETAILF (GV)/Betterview(BV)patio rooms and must be considered for adequate load requirements
DETAIL IAI D "I " • + REFER TO and any other provisions in accordance with local building codes. Single Span Design; 3"panel with I-beans* Double Span Design; 3" panel with I-bearris*
r GENERAL * Panel Length an Allowable(round Allowable Panel Length an Allowable Ground Allowable
$ / — NOTES FOR Foundations gt Span
SECTION E �. ROOAA TYPE. *Concrete Slabs 0r treated wooden decks wJ 12"overhang Length SnowLoad Wind Uplift tta✓12" overhang Length Snow Load Wind Uplift
TRWISOH HEIGHT VARIES --- -- - --- --I SECTION C1 11 4 _f _ I 3 3/8" *Capacity of existing structure to resist loads from olio room
n. il— p y g p L/120 Ll180 L1240 L420 LJ120 L/180 I.J240 LJ120
—� < . _ 2PC HEAD *Design of interntedint beam for double span condition mew i)
OVERHANG SECTION CI-C4 SECT NC1 EXISTING a �� i� SUPPORT 7' 6' 228 168 126 160 13' 6' 363 304 228 255
UP TO 12 I HOUSE �! ___�___1__ ;_= ,,� Section A/AA: For BV Studio:Mullions , ,
WALL � I a Li + "All lags screws must have full thread embedmentintojoistorband board per `100-11Omph,use#8x5/8"screws(each side)&postbrac(et,(3)atsill&(3)at 8 7 173 120 90 121 14' 6.5 300 7A9 186 177
sECTI NDDD ---,---T---___ - --- , W I f SEE GENERAL 9' 8' 126 90 67 95 15' 7' 253 207 155 132
SECTION D/DD U FASTENER B 4th ed.Timber Construction Manual. header Fastener C ,for upto 96.25"spacings. Use 9 strews to attach post
z � � ( ) P O
SECTION SECTION C1- " Lu NOTES(SECTION E)
A A • . — s Ail Tapcons must have full thread embedment into concrete. bracket to underside of 2pc header. 10, 9' 93 70 52 74 16 7.5' 216 176 132 103
"'All fasteners into treatod lu ber to be hot dipped galvanized(or egivelant), •120-130mph, use#8x5/8"screws(each side)&post bracket,(4)at sill&(4)at
C2/C4 SECTIONG v ----B- ------- - -- < 11' 10' 72 56 42 59 17" 8' 188 151 113 83
FASTENER 6:SINGLE SPAN,eo MPH USE#8xs/8'*2CO.C. & use standard 1/4"O g Ivanized washer. header(Fastener C),for upto 96.25"spacings. Use(12)screws to attach post
FASTENER B:DOUBLE SPAN,90-110 MPH USE*8X5/8"024"O.C. bracket to underside Of 2pc header. 12' 11' 57 45 34 48 19 8.5' 165 131 98 76
DETAIL-SECTION I D •FASTENER 8:DOUBLE SPAN,120-130 MPH USE#8X5/8"G18"O r_
A/AA DETAILB3 Section B1: GV Comer Post 13' 12' 46 38 27 40 19 9' 146 115 86 64
r,tSECTIONA/AA 3 1/4"X 3 1rr For Grandview rooms only; use steel plates undergable post&comer post if 'For GV, 90-100mph, use#8x5/8"screws(each side),(2)atsili&(3)at header(FastenerA)
2PC CORNER POST SECTION B1 POST BRACKET 3 3(8"OUTSIDE DETAIL F: ROOF PANELS I wincispeed is>10omph. Otherwise, use standard 1/4"0 steel washerwith `For GV, 110-120mph, use#8x5/8" screws(each side),(2)atsM&(4)at header(FastenerA) 14' 13' 38 31 23 33 20' 9.5' 131 101 76 54
CORNER POST fasteners into slab order(. `For GV, 130m h, use#8x5/8"screws each side 3 atsill& 5 at header FastenerA 15' 14' 32 26 W 28 21' lt7 118 90 68 46
FOUNDATION DEPTH ����• � , •�� #A X 5/8"(8 24"O.C. P ( )' ( ) ( ) ( )
(SEE GEtERAL NOTES) ;? 'I. NOM.4"CONCRETE CONCRETE SLAB OR WOOD DECK A;#8 X 5/8"(§24"O.C.(6 LOCATIONS) WALL HANGER BV Comer Post
FOUNDATK)N DONE BY OTHERS SIDE ELEVATION 16 15 28 23 17 24
�- FRONT ELEVATION •FASTENER B,REFER TO FASTENER OR RIDGE BEAM Av U) Section B2&D/DD: `For BV, 90-11 Omph, use internal post bracket,use#8x5/8"screws(each side),(3)
(SEE GENERAL NOTES) � Fasten maximum 6 lags directly under the post at sill& header Fastener C Attach post bracket to underside oft header 1 16 24 20 15 21
SCHEDULE FOR NO.OF REQUIRED LAGS 4 O w 9 N l� ( )• P PC
'FASTENER B,REFER TO FASTENER FOR WIND SPEED AND ROOM SIZE. ---- ---- N Z _ using (6)-#8X5/8"screws. *All loads are in PSF *All loads are in PSF
DETAIL B3: GABLE POST CONNECTION' DETAIL I: POST HEADER CONNECTION I SCHEDULE FOR NO.OF REQUIRED LAGS `FASTENER B INTOCONCRETE,REFER TO @ t, Section C4: `For BV, 120-130mph,use internal post bracket,use#8x5/8"screws(each side),(3)
FOR WIND SPEED AND ROOM SIZE. FASTENER SCHEDULE FOR NO.OF REQUIRED Per NEC 2002, no objects that could chafe a wire,such as screws,nails,or at sill& header(Fastener C). Attach post bracket to underside of2pcheader *
c TAPCONS FOR WIND SPEED AND ROOM SIZE. Single Span Design:6"panel
PAST BRACKET =A 'rENER B INTO CO ICRETE,R_FIR TO U U. abrasive objects, can protrude into the raceway cavity. using(9)-#Sx5/8"Screws
(BV ONLY) FASTENER SCHEDULE FOR NO.OF REQUIRED "FOR BV ONLY,INSERT FASTENER B INTOTHE Z (n M W Panel Length Span Allowable Ground Wind
TAPCONS FOR WIND SPEED AND ROOM SIZE. POST BRACKET 1/4"FROM INNER WALL USING w a Section E: Section B3 Gable Room: w/12"overhang Ler.'ih Snow Load(PSF) Uplift
SLIPS INTO POST g t
NOM. .080 WALLS ONL'f(6)LAGS CAN BE INSERTED WITHIN A STEEL WASHER m z # fO GV Gable post, GV R8Cr3Way`or BV snow load post can be used with the 2pc For BV @ 100-120mph: Go to raceway/post header L /�a
THE CROSS SECTION OF THE POST *ATTACH POST BRACKET TO CORNER POST: O SILICONE (n > L/12t1 L/180 L/240 A� I
93 � o head support for longer spank or greater roof bads. Raceway and 2pc Gable Gable Post: Use internal post bracket, (3}#8x5/8"each aid®(fastener �,
POST USE 1/4"STEEL WASHERS UPT010oMPH FASTENER C,90MPH USE(3}#8X1-1/4 EACH SIDE TOP ONLY m Z LL n " cl ,
SILL STARTER o = post are structurally inten;hangeable. Corner Post: Use internal post bracket, (3)-#8x5/8"each side(fastenerC). Attach 8' 7 2 r 3 157 119 8 ) U�, I
090 MPH USE "PRE-DRILL LAG H CLES USING 1184"OBIT. FOR 100-110MPH,USE(4)-#8X1-1/4EACHSIDE O LU rn X `90-100m h, Fastener 13,24"O.C.(single&doubles spans) post bracket to underside of 2 c header using 9 X5/8"screws.Use 3 x5/8" li1_ I
Z z P ( ' 9 P ) P P n9( ? ( } 9 8 183 135 102 66 PANEL ,
/ (4)#sXs/e" `PRE-DRILL LAG HOLES USING 11N4"OBIT, Q w w � • 11 Omph, Fastener B, 18"OiC.(single&double spans) each side(Fastener A)to connect post headerto u-channel atcomerpost
f >100MPH USE STEEL PLATES w 2PC (Oa ` 120mph, Fastener B, 16"OjC.(single&double spans) Mullions: 90-120mph, use int9rnal post bracket, atsM&header(2yMx5/8"each side 10' 9` 163 li4 86 53 DIREC, �'�
EACH SIDE *CORNER POST DOES NOT SIT IN SILL STARTER, m
FASTENER C (6) MPH USE IT IS DIRECTLY FASTENED TO SLAB OR DECK - HEADER LL m O 1
a (S)#8X5B" 130mph, Fastener B, 12 O1C.(single&double spans)`Studio Only` (Fastener C). Attach post bracket to underside of 2pc header using(6}#8x5/8" 11' 10' I4 7 99 74 4 4 i
i d EACH SIDE `ONLY(6)LAGS CAN BE INSERTED WITHIN --- ---- screws. Good upto 96.25"spacing. 12' 11' 129 86 64 38 i
FASTENERA ��j
THE CROSS SECTION OFTHE POST -- ---- Section H&J: Alternate connections: @ 90mph Only,attach headerflanges to comer post using
Size LVL beams per me,nufa turer's instructions using 1.9E or better. 4)-#8x5/8" each side(fastener A). 13 12 113 76 56 32 I 5��� v�T
7/8"(TYP) FASTENER A,(2)#8X5+B"SCREWS Detail F Studio Room: For GV @ 100-120mph: Go to raceway/post header&mullions>90mph 14' 13' 99 66 50 28
For studio room using 3"or 6'panels, use the following number of YV0 screws Gable Post:at sill(4)-#8x5/8",each side(FastenerA) 15' 14' 87 59 44 25 �`� p11�
to attach roof panel. Each I-beam or batten has(2}"x5/8"screws connecting Corner post: at sill(3)-#8x5/8",each side(FastenerA),atheaderuse(3}Nx5/8"each side R0 I
`FAR GV((�90-130MPH USE: _ 6' 15' 77 51 39 22 J
it to the header or beam.Overhang is 12". (FastenerA)to connect 2pc header flanges to comer post&posUrat�uvay headerto l�
GABLE POST:(3)#8X5/8"EACH SIDE FASTENERA •
CORNER POST:(2)#8X5/8"EACHSIDEFASTENERA SECTION G: HOUSE U CHANNEL REVISION Nores: u-channel at comer post 17' 16 69 46 34 20 TIN .1
`FOR BV(�90-110 MPH USE: • • eYP.EXISTING HOME WALL REV A-C:WORK PRIOR TO ENGINEERING APPROVAL Single Span: Double Span: Double Span: Mullions: at sill(3)-#8x5/8" each side (FastenerA)90-120mph upto 96.25"spacing,at *All loads are in PSF P�,'
GABLE POST:USE INTERNAL POST BRACKET,(3)#eX5/8 FACH SIDE REV D:SECTION B2,REDUCED SIZE OF STEEL PLATES Header; Header; Intermediate Beam; header use(3)-#Sx5/8"each side(FastenerA)90-120mph upto 72.26'spacing,& i PANEL
ONCRETE OR WOOD 90m h 1/ anal 90mph--0/ anal 90m h-1/ a SE' I
FASTENER A& (3)#8X5/S"EACH SIDE FASTENER C POST SPACING,REVISED TABLE FOR STUIDIOV SPAN P -- P P p p nel (4)-#8x5/8"each side(Fastener A)90-120mph upto 96.25"spacing. NOTES: ,_1 DIRECTION
FOR CORNER POST SEE SECTION DD 100mph-1lpanel 100mph--1/panel 100mph-1/panel "The above data for 3"panals does not consider shear craep.
`REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS SIDING REV E:SECTION H.CORRECTED QTY.TYPO FOR LAGS;3INSTEAD OF 11 Omph-2/panel 1 IOmph--1/panel 110mph-2/panel Detail F Gable Room: "The above data fore"panels does not consider shear creep.
SHEATHING: A - POST SPACING COMMENTS,REMOVED 65 PSF SNOW LOAD LIMITATION 120mph-2/panel 120mph--1/panel 120mph-2/panel For gable room using 3" or 6" panels, use the following number of YV0 screws to `For double span conditions refer to building code compliance drawing 1 !
`FOR OTHER SPEEDS SEE GEN ERALNOTES FOR GABLE ROOM. IOAM/FELT/TYVEK "detail J".Design load to be determined by mfg.of microiam beams. I I
130mph-3/panel 130mp�h--2/panel 130mph�/panel attach roof panel to header. Each I-beam has(2)#Sx5/8"connecting R to the header.
OSB!PLYWOOD REV F:IN GENERAL NOTES,CORRECTED TYPO IN DETAILFSTUDIO,DBLSPAN;90TO130 "Allowable round snow loads have a reduction factorofO.7 fortow
REFLECT RESULTS FROM SUPPLIMENTARY TES11NGTHATALLOWREMOVALOFGVL-BRACKETS Overhang inane g'
SINGLE/LDUBLE STUD Section B3 Studio Room: Usi g Post/Raceway Mullions 90mph--1/panel slope roofs per IBC 2003,section 7.4;assumes a"cold"and non- i I�EIG
DETAIL II: H-MULLION HEADER CONNECTION SECTION H: RIDGE BEAM CONNECTION (DETAIL 11&DETAILCI) slippery roof surface. I S H
I I For GV Studio:Mullions 100mph--1/panel I A� �
APACIIY OF EXISTING +
*SINGLE H-MULLION CONSTRUCTION ONLY;90MPH VALL TO RESIST LOADS A • - REV G:ADDED VIAND UPLIFT TO PANEL SPAN TABLES,MODIFIED WIND SPEED MATRIX 110mph, use#8X5/8"sc,reW (each side), (3)at sill&(4)at header(FastenerA), 1 1 Omph-A/panel s-oo g Pg I
`Pta=roof arrow bad,Cs=1.U,Ca�.9,Ct=1.1,E=1.0,Pg gnwnd snow bad I
ROM PATIO Roots SARI for for 72.se 8x5/spacings. 120m h 2/ anal I�fojj LVL RIDGE BEAM REV H:UPDATED RACKING TABLE P - P •The above data does not include unbalanced snow drift load or sliding snow TN
"GRANDVIEW ONLY o"sIOEREo IN THIS ANAi`e+s q *120mph, use#8x5/8"screw (each side), (3)atsiN&(4)at header(FastenerA), p 1�q�
'20'X IS'MAX.ROOM SIZE 1/4"O X 3"LAG SCREW' SIZE BEAM PER MFG. requirement. RC,
� APPLICABLE INSTRUCTIONS for 64.25"spacings. `For external roof coverings such as ash aft shingles,subtract 3 f from 18"O.C. 9 Ph 9 Ps C
130mph, use#8x5l8' screw (each side), (3)atsili&(4)at header(FastenerA), TI
WOOD STRIP 'yPIC u CONNECTIONS(FASTENER A): for 56.25"spacings. allowable ground snow loads. ON
ALL EXPOSED SURFACES (PITCH ANGLE) or
I I TO BE COVERED WITH - SHEATHING NOT PERMITTED STVrN.CHANNEL AND STUD 'Asphalts ground snow loads used led o either shear,bandingterpeectiott.
'Asphalt shingles shall only be used on roof slopes of2:12 or greater per
I I HOLLOW INSIDE COIL STOCK ALUM, TWO ROWS OF 1A-0 X 2.5"LAr-S R905.2.2 of 2003 IRC. Seaway Mfg.recommends a minimum slope 3:12 for
MULLION 12'O.C.INTO DOUBLE NLALL STUD.
DETAIL C1 DO SINGLE ROW LL8S7 rS AVALA13LE .�`` a F. tx �t 4(�f, \ _ application of asphalt shingles.
/- Y
TWO ROWS OF 1/4 0 X t 3'TAPCCNS 12-O.C. 11j �D ., S� - ��C> ``� Z*,\
I ——__ PANEL INTO CONCRETE OR BRICK WILL i_L, 4� !P,A, " /�"s ~,If'
HANGER PANEL CAP i ? I t '�
. ' `^ r o Revisions: Item: Ciasstiroation: Model: Model: Sheet
I I (3)3/8"O X 3' k;( 3 '4i ""Z ! I - - 11/27/07;Rev H
LAGS,90-130 MPH 1:; A �� w s '„" - Patio rooms Alum/V, GrandVEeyv BetterVlew 1 Of 1
I I �'3 r i5 't- _ _
" 02�'� " ` / ' Code Cord fiance Packet
DETAIL C1 BOTH SIDES %/ 1 _ .-_ 3 ��hr "/ I7
WINDOW FRAME IS SILICONED AROUND PEPiMETER,SEE DETAIL C1 • - /r / - .
/ k . r - �� I i"r�yr ti w/..t ���
SECTION C2/C4 \
: y- r i
"USE NOVAFLEX 100 SILICONE OR EQUtVELAfJ7 GABLE )` `` / ,v ;`L`" cy ; �'r F,;A"•" "_° '� `,`` \ e~S-1i i� En Pennsylvania 16510
"REFER TO REPORT-SEAWAY001:SILICONE BOND U'' Ede, East ylv Street
POST a s' ,i t , e �� Drawn by: Date: phone:(6�4)898 22 5
,\ J'/ 1V 7'L v ,�; tor, l/ .tdIl- 2/20/00 y
t. { , 'VV / CADZ DRarnNc sE�/I
✓ytq�l t v-'t`0� i v +� �� Fax: (814)8995556
r -p1 ,J„[df �li ._M4-V monufoctunnO Corp. Seawaymfg.com
LOT 140 MAP REFERENCE:
MAP ENTITLED "MAP OF A PROPOSED SUBDIVISION
MADE FOR HERALD SQUARE SUBDIVISION LAYOUT
AND UTILITY PLAN", DATED 5/29/96 LAST REVISED
10/2/96, PREPARED BY VANDUSEN & STEVES, LS.
00 S63S6, FILED 3N 996 THE WARREN C�ABINET B, SLIDE OUNTY FFICE ON
LOT 146 O '�O• DEC.
�O F MAP #185.
o4V
^)O ?p7
Al .O11-
0 0
�ry LOT 139 ,e
20,573 SO. FT.
tele.
C
elec.
GARAGE c't'v' 0trans.
cRUSyFO •., ��V
HOUSE SlO�F ps,_.n R�
V� LIGHT
LOT 13 N63S63o4 Q� �00. j 2003
TOWN OF OUEENSBURy
BUILDING AND CODE
co
Sao, c`V
LOT 12 A
F I L
NOTES: LOT 11 MAP OF A SURVEY OF LOT 139 HERALD SQUARE
1) THIS SURVEY WAS PREPARED WITHOUT THE MADE FOR
BENEFIT OF AN ABSTRACT OF TITLE AND IS TERRE MAJESTIC INC.
THEREFORE SUBJECT TO ANY EASEMENTS, �ot�ctie�eareiq COVENANTS OR RESTRICTIONS OF RECORD
ANY STATEMENT OF FACTS SUCH DOCUMENT
WOULD DISCLOSE. `a s TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK
2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A DA VID J . B OL S TER
VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE
NEW YORK STATE EDUCATION LAW. �' 'y� � LICENSED LAND SURVEYOR
342 MAIN STREET, HUDSON FALLS, NEW YORK 12839
3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY
MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS ` DATE: APRIL 29, 2003 SCALE: 1" = 30' N.Y.S. LIC. NO. 49534
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
DWG. N0. 03-059 B