2008-491 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4z Community Development- Building &Codes (518) 761-8256
CERTIFICATE (31.1rc COMPLIANCE
Perrnit Number. P20080491 Date Issued: Wednesday, November 26, 2008
This is to certify that work requested to be done as shown by Permit Number P20080491
has been completed.
Tax Map Number. 523400-296-013-0001-075-000-0000
Location: 79 MONTRAY Rd
Owner. RUTH & ROBERT MACH
Applicant: RUTH & ROBERT MACH
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, /d
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
(2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080491 Application Number. A20080491
Tax Map No: 523400-296-013-0001-075-000-0000
Permission is hereby granted to: RUTH &ROBERT MACH
For property located at: 79 MONTRAY Rd
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. Tyne of Construction Value
Owner Address: RUTH & ROBERT MACH
79 MONTRAY Rd Porch $19,600.00
QUEENSBURY,NY 12804-0000 Total Value $19,600.00
Contractor or Builder's Name/Address Electrical Inspection Agency
GREAT AMERICAN AWNING& PATIO
43 ROUND LAKE Rd
NY
Plans &Specifications
2008-491
195 SQ FT porch
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 30, 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 tl" (ow/ f �ry; y, September 30, 2008
SIGNED BY �f-�' ' for the Town of Queensbury.
Director of Building&Code Enforcement
- -�. -------------------------------------------------- -------- ------------% / ------->--- -----------i
gff OFFICE USE ONLY0
TAX MAP NO. l PERMIT NO.
1 , I
FEE PAID BLDG.&CODES APPROVAL 0 ,
, 0
1
'-----. --- -_---- ..- ----- -- ___-----_---
ACCESSORY STRUCTURE BUI ING PERMIT APPLICATION
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 INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
�_ u4i 1'Y1Qcil ` . a�;a ��
OWNER: 1_' ` ,,_r��,, INSTALLER/BUILDER: ' � �G n� �
ADDRESS:-7A rnonTlnLll&j R C DIfjnn&1 lgADDRESS: 4� 00 �-(�VI RD
PHONE NOS. SI O -^"l((D�� �d I n PHONE NOS. ISQ-47 0
LOCATION OF PROPERTY: 1 9 Inal inAT OttD SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: � �C�Y1 (A R T_ b
ESTIMATED COST OF CONSTRUCTION: Ojb ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: 1
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:RAV IC ehEL i V PHONE: A`n/ 0_
1ST FLOOR 2NO FLOOR TOTAL PROPOSED
PROPOSED CONSTRUCTION SO,FT. SO,FT. SO,FT. HEIGHT
FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH' 15 Z
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 worts 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, CQUESTIONSCALL 761-6256 OR EMAIshowing actual location of all new construction. gueensbury.net
I have read and agree to the above. E FOR MORE INFORMATION
C[ ueensbury.net
Signed • Dated: b O
Namelritle(Printed) 1 1�P�V��' m�t 1 `�c
Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804
/
/Community Development Office
.
Town of Queensbury " 742 Buv| d. /
Qummsbury, New York ^I2804 PLOT PLAN
Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all
SIDE PROPERTY LINE
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}--I H CHANNEL
72"x 56 1/4" 72"x 561/4"
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G-13-WGA 831/4"
F—� KNEEWALL SILL
ligglillillill
SILL STARTER
1551/2"
CORNER POST �,
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CORNER COVER GABLE POST H CHANNEL
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G-15-PSb 56"x56lw arslg u¢ 46"x 551W f 1 HEAD EXPANDER
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SILL STARTER
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CORNER COVER
U CHANNEL H CHANNEL U CHANNEL ,
CORNER POST
GRANDVIEW 15' PROJECTIONS
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G-15-PSA �. so.56IW Srx56v4' 6Mx55lM'
•
83114"
KNEEWALL SILL
-RILL SILL STARTER
180 314'
commcovm IFT T T
Queensbury Building & Code Enforcement - ResidCdntial Final Inspection
Office No. (518)761-8256 Arrive: am/pm, , ! art: , am/pm
Date Inspection request received: Inspector's Initials:
NAME: PERMIT#:
LOCATION: DATE: -19
TYPE OF STRUCTURE:
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs deckspatios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Batterybacku :
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 N.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation/Insulation Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emeraency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum
Basement stairs dosed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed propeft
Gas Loge in Sealed or rAahe Entigure
Final Electrical Ul
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C 10 Temporary/Permanent
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_revised_100405.doc;Revised
January 7,2008;Revised 6/26108
Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I request received: A-1
0
Queensbury Building&Code Enforcement Arrive: am/
742 Bay Road, Queensbury, NY 12804 inspe is Initials: a
NAME: G't d1:4 PERMIT#. r Q0f /�
LOCATION: Alt o- r� INSPECT ON: i v
TYPE OF STRUCTURE: �e�
Y N WA COMMENTS:
V
aming
cxess "x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Wails
Metal Strapping for Notches Top Plate
1 '/ w 16 gauge 8 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wail
Fire separation 1, 2, 3 hour
Fire wail 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. K
5.7 sf above/below grade
5.0 sf grade
LABuiiding&Codes Fomu-01-Muilding&Codesvnspection FomOlFraming Figtopping Impaction Repoit.doc Revised January 7,2008
Framing / Firestopping Inspection Report
#
Office No. (518) 761-8256 Date Ins o request received.
Queensbury Building&Code Enforcement Arrive. am/ Depart: am/pm
742 Bay Road, Queensbury, NY 12804 Inspect r' Initials:
NAME: PERMIT#:
LOCATION: I'Z D INSPECT ON: 14W
TYPE OF STRUCTURE:
Y N NIA COMMENTS:
taming
Attic Access 22" x 30" minimum
Jack Studs/Headers
Bracing f Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12'O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/ w 16 gauge 8 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side h inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. OM
5.7 sf above/below grade
5.0 s#grade
LABuilding&Codes Forms-OMBuitding&CodesYnspection Fonts Tmming Firestopping Inspection Reportdoc Revised January 7,2008
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: t 1
Queensbury Building&Code Enforcement Arrive: am/ Inpart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: 6 G PERMIT#: 6
LOCATION:
-7 c/ ►�' Grp i ►�c.� t % INSPECT ON:
7/
TYPE OF STRUCTURE:
Comment
Y N N/A
tings
r
Pi
Mon ithic Slab
RWfforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pur
se on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\lnspection forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
SECTION A/AA: FOUNDATION CONNECTION I SECTION B1: GV SILL STARTER I GRANDVIEW / BETTERVIEW PATIO ROOM wmaNpeeamatrix
� SRUCTURAL STABILITY FROM RACKING GABLE STUDIO
GRANDVIEW/ BETTERVIEW
TI TA M
IEW PATIO ROOMS: STUDIO STYLE Maximum wind Spada for GV/BV gable style room using simple mullion canatruaion(72"spacing) Maximum wind speeds for GV/BV studio style roan using simple mullion wrotructicn(72'apaar+g) Roof Pane
DETAILF Wind Speed Pro'. M' Bld .Width Pro'. Min. Bldg. Width Pro'. Min. Bldg. Width Pr '!width-. 4 18 16 14 pr /width- 4 0 a 3 /6•
ALUM.FLPSHING SECTION K FASTENER LOCATION 3/8" TYP, 1 „ N 12 N/A N/A 90/90 t00/100 110/l00 S10/110 12 130/1.00 130/110 130/tt0 l30/120 0/l30 }30/l30 100/110
I \ 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 1301110 130/110 t30/J20 30/130 130/130 05/90
USE FORE ROOMS ONLY
>100MPH
' ' '"' � ON GABLE ROOMS ONLY lOO MPH 1O FT 8'-8" I L FT 8'-8" 12 FT 8'-11" 16 N/A N/A 90/90 l00/l00 110/100 110/1t0 16 130/ 00 i30/910 130/tic 130/120 30/l20 130/20 DS
DETAIL-SECTION E I 1/8"X 1"X 3-SZ' u 18 N/A N/A 90/90 too/100 110/100 110/110
DETAIL-SECTKNIK SECTI�JE EXTERIOR STEEL PLATE 110 MPH 10 FT 9'-4 11 FT 10 -3 12FT 11 -Z 2 /A /A 90/NA 4 / A 1 0/ A 110/ A
...... '•' FOR WOOD DECK CONSTRUCTION
' ' —DETAIL) 11 111111111111111111 IIIONLY,USE 1/2"-3/4"PLYWOOD OR 120 MPH 10 FT 9'-6" 11 FT 101-9" 12 FT 12'-0"
r Maximum wind speeds for GV/BV gable style room using Gable posts or Rweway(72"spacing) Maximum wind speeds for GV/BV studio style roars using simple mullion construction 172"eoa Roof one
oSBOVER15-30LBSFELTPAPER T
3/s' TYP 130 MPH LOFT 9'-10N 11 FT 11'-6" 12 FT 13'-4 Pro'Avidth- 24 22 20 to 6 14 Pr 'wads+ 24 22 20 e 6 4 316•
2" 12 90/90 110/100 120/90 l40/100 t40/100 140/110 12 140/140 1401140 i40/140 14011AO 140/140 140/140 100/110
�./ OVERHANG TRANSOM HEIGHT VARIES � �
UP TO 12" (TYP.CONCRETE} ( 14 90/90 0/100 20/90 140/100 140/100 [40/110 j4 140/140 140/t40 140/140 140/140 t40/140 140l940 DS/90
TO RESIST
LOADS ING FROM PATIOR ON Wind Speed Pro'. Mini. Bldg.Width PTO'. Min. Bldg.Width Pro'. Min. Bldg. Width 16 90/90 110/100 120/90 130/100 1301100 130/110 16 140/140 IA01140 140/140 i40/]40 140/140 [40/140 DS
LAG SCREWS TO RESIST LOADS FROM PATIO ROOM 18 90/90 110/]00 20/90 130/]00 130/100 130/110 181401140 l40/14 14 /140 4 / 40 n401 40 4 /40 S
<)� (SEE GENERAL NOTES) f. SECT NC1 WERE NOT CONSIDERED IN THIS 90 MPH 13 FT 9'-2" 14 FT 9'-7" 15 FT 9'-11"
ANALYSIS I I - a - - „ 20 90/NA 110/ A 120/NA 120/NA 120/NA 120/NA
100 MPH 13 FT 9 6 14 FT 10'-4' 15 FT 11 1 Roof Ponel o / o / 0/ 0/ 0 140/ 40/
HEIGHT EXISTING HOMEWALL SECTI C1 THRU I I 110 MPH 13 FT 12'-2' 14 FT IT-1" 15 FT 14'-0" 3'/6'
VARIES MUST HAVE FULL EMBEDDMENT OF ALL LAGS INTO JOISTS OR BAND BOARD,
'K) u , v a Maximum wind speeds for GV/BV gable style room using Gable posts or Raceway(96"spacing) Maximum wind speeds for GV/BV studio style room using sim a mullion construction
AND MUST HAVE FULLEMBEDDMENTOFALLTAPCONSINTOCONCRETE 12O MPH 13 Fr 13 -7 r14FT 15 -1 15FT 16'-7 P' O Roof PaneSECTION D/DD SECTION G u u Pro'/width-. 4 8 4 Fr 7wid h+ 4 2 6 4 3'/G'
1��3 'TYP.FASTENERS:TAPCONS INTOCONCRETEORLAGSINTOWOOD FASTENER CENTERS 130 MPH 13 FT 15 -4 4 FT 17 -3 15 FT 19 -3 12 N/A N/A 100/100 100/NA 120/NA t30/100 12 1401120 140/120 14G/l20 140/120 140/120 140/120 100/110
3114"PANEL KNEE WALL -INTO CONCRETE:90-130 MPH USE 1/4"0XZ'TAPCONS-24"O.C. "TOBE USED UNDER GABLE&CORNER 14 N/A /A 100/100 100/NA 120/NA t30/100 14 t40/120 140/t20 140/120 140/120 140/120 140/ 20 DS/90
(HEIGHT VARIES) SECTI DIDD •INTO WOOD:90-130 MPH USE 1/4"0X,VLAGS-24"O.C. 16 N/A /A 100/100 100/NA 120/NA t30/100 16 l40/120 140/120 140/t20 1401120 1401120 IA0/l20 DS
- POST ON GRANDVIEWONLY Wind Speed Proi. Min. Bldg.Width Pro'. Min. Bldg.Width PLO', Min. Bld .Width 18 N/A N/A 100/100 100/NA 120/NA 130/10D l40/ 0 140/ 0 40/t 4 / 0 4 /1 Pot 40/ S
:vCONCRETE SLAB OR WOOD DECK 90 MPH 16 FT ' 9'-9" 17 FT 10'-0" 18 FT 10'-3"
DETAIL-SECTION A/AA FOUNDATION DONE BY OTHERS SECTIO AA ' ' •The Wind Matrix charts tabulate the safe windspeed of the frame of the room based on Its construcbm.The indicated values are to be read: Gra)lAswwind speedBetterviery wind speed.
(SEE GENERAL NOTES) 100 MPH 16 FT III-10 17 FT 12 -8 18 FT 13 -5 •T76" denotes the maximum average windspeed for the Seaway's 3"alumnum skinned panel with I-beaan/Saava/s 6"OSB pandwith bet", Fora statedwndapeed,boththetatrlated val
IL I ___ I16 FT u for the room frame and desired roof pane(must meet orexceedthe statedwridepeed
.rr., ,, SECTION B2: STEEL PLATES & LAGS DETAILC1: GVVERTICALMULLION I SECTIONC2: GABLEPOSTI 110 MPH 14 -11 17FT 15 -10 18FT 16 -9 •The above tabulated wind speeds are based ona combined lateral wind load&vertical load of5psf dead load+36psr ground iiibd(Deed load Is2.Bpefforp"weightand2.2pt?tv--phakshir4se)
t' L.L.L.' Ui4DE R G V GABLE POST I 12 0 MPH 16 FT 17 -2" 17 FT 18 -7 18 FT Q'-Q' •DS denotes the use of double span roof panels for either 3"orB'OSB roof panels based on Exposure C,1.65 teety tctor for lateral!cads,&1.95 safety factor for ver9cal bads
•Max Mullion Tributary Area charts dicale the maximum size of the fenestration flanking the mullion based on the tabntay sea Tfti am is delnedas the a=ofthewkbre dGns two flrtki gferestratlm
DETAILB3 /g r TyP, SINGLE H-MULLION;90 MPH ONLY 3 1/4"X 3 1/2"2 PC. 130 MPH 16 FT 113 17 FT 21'-5' 18 FT 23'-3' units(In inches),multiplied by 42,then all divided by 144 and rounded to the sea estwhole number. The resultant s Mr�ont btrzy ogaefootege Thedualsnbarnghd raKrra6ontlbrfay
A TY P area for"wall Interior zone/wall and zone". If a mullion adjacent to a comer has a fenestratlat unit that is 47'tea-the rili�t is assured to be corssaFned
SIDE ELEVATION FRONT ELEVATION ) VINYL WINDOW FRAME GABLE POST 3 1/4' by the wall end zone number;otherwise,it is eonsbated bf thewalinterlor zone tarter.
T_ PANEL Wind Speed Pro'. Min. Bldg.Width Pro'. Min. Bldg.Width
DETAIL B3: POST CONNECTION DETAIL J: INTERMEDIATE BEAM I m a .+. 90 MPH 19 FT 10'-6' 20 FT 10'-911 Post Spacing
�s —_ �:__�____ _ __ A 100 MPH 19FT 14'-3" 20 FT 15'-0" Ground5stowLoadEquivelanb Studio Style Gable Style
W u , e 6' s an 8' s an 6' span � s on I °Aaanane+a single span overhang on le yleroo on studio k
P❑ST BRACKET G — _e (yW A 110 MPH 19 FT ! 17 -9 20 FT 18 -8 & `°°"'
w A—.—. — -- A h- i / u utlion5 / Headers-+ 2- a roof 2- a rooF 2- c roof 2- c roof mde24"width&12'overlmegongaWe style room. Greater
<BV ONLY) 1SEAM o — u� —A - 120 MPH 19 FT 21'-5" 20 FT 22 -10 Betterviewpostw/muiara(f3083T5) 88pef 3E3(af spat of allowable.
SLIPS INTO P❑$T AUUM m \ `•` •` Betterview post T 8 of sf 9 —� The above data does not include wow drift and sliding snow load requiemmts.
N❑M. .080 WALLS 3• LL `. .` A .` 13 0 MPH 19 FT N A 20 I T N�A) P _6P 38P 9p 54ps1 °The alwve data includes a dead bad of 5paf;2.8psf for roof panels&22psf for ao
W tM I I Internal Jamb Support w/mr4lae WS3-T5) eapsf 36psf 99paf 54pai shingles.
m ch °Snow loads have a reduction factor of 0.7 for low slope roofs per IBC 2003,
i H-Mullions 6005-T 8 st 3 of
POST SILL STARTER SECTION 61 I3 i All' I ( '� 6P 99psf `�Pst P o7CeCeCesawnae a"cold"and norrslippery roofsurface
/- f Grandview post w/mutlass(BODfaT5) 8 et 3 sf sf st
/// 3/4"TYP. � 5 NOTE: � pe-roof snow load,ca=r.o,Ce-o.9,C1s1.1,Ist.o,P LOU�TION OF LAG SCREWS, 3/18"0 SILICONE BEAD;TYP �'� g"ground s"o;"bad
FASTENERA; MU_w HAVE FULL EMBEDDMENT OFALL FASTENERS 'BETTERVIEW USES 3 1/4"X319'POST This testing is based on shear diaphragm testing forwind load only *This table only appflas to the roof aupporting structure Roof panel loads
20'X 18'MAX.ROOM SIZE evaluated seperial
(REFER 8 ,ALSO FLANKED W/NON-THERMALLY BROKEN i (See FET test report T227-99 for materials and setup requirements). Mullions/Headers 2 cheader lus BV Post V ost V Post Gv ost BV , ost GV Post 1/ Post GV Post *Based on 1.95 safety factor&96"column height
FASTENERC REFER TO DETAILF •REFER TO FASTENER SCHEDULE FOR NO. 'FASTENER A,USE#8x1-1k"AT TOP, H-MULLIONS. 1 i 8�. This table is also based on design wind bads from IBC 2003,
I 0 0 OFREQUIRED FASTENERS FOR WIND SPEED MIDDLE&BOTTOM OF FRAME. •USE CONNECTION OPTION A FOR INTERNAL � g Betterview Gable postw/mllons(8083-T5) +toopaf NA 97psf NA +100 sf NA +loopsf NA
FASTENERA FASTENER B LVL BEAM OR 3-1/4" AN)ROOM SIZE 'PRE-DRILL HOLES. CONNECTIONS OR B FOR EXTERNAL exposure category C, Importance factor 1,Mean roof ht of7'max. Beltervlew,Gable post(eo83•T5) +100psf NA 97pof IA +100psf NA +100psF NA
SQUARE POST *SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS t�R Structure is not within a hurricane-prone rone ion.
*ONL`(6)LAGS CAN BE INSERTED WITHIN Rp �� @-P region. Grandview Gable postw/mJlare(8D63T5) NA +to0pst NA +1 of NA +1 ai NA +1 of
7/8"(TYP) THi CROSS-SECTION OF THE POST *USE NOVAFLEX 100 SILICONE OR EQUNELANT *(A)PRE DRILL,USE#BX1-1/4°' ��"9
FASTENERC US:1/4"STEEL WASHERS U PTO 10OMPH *ALL VINYL WINDOWS TO BE SIUCONED SIMILARLY W/LOW-PROFILE(PANCAKE)HEEAD(924"OC
FASTENER D •PRE-)RILL LAG HOLES USING 11,84"0 BiT *REFER TO REPORT-SEAWAY001:SI000NE BOND '(8)USE#8X5/8"-24"O.C.
FASTENER SCHEDULE: SECTIONS B2 &D/DD
*FOR GV Q 90-100 MPH USE(2)08X5/8"SCREWS, SIZE BEAM PER MFG,
EACH SIDE(FASTENER A)FOR GABLE POST. APPLICABLE INSTRUCTION Gable post Lag Screws assumes%"0x4"lag,SG=.47,Exp C
^cCTION C3: BV VERTICAL MULLION SECTION C4: GV RACEWAY I h 100n h 11Dm h 12Drn h 130mph
FOR BV(�90-1 OOMPH,USE(a)#8X518"SCREWS EACH SIDE *FASTENER B:90-100 MPH USE#8X5/8"�18"O.C.
9
H jPIW/ 24 22 20 18 18 14 jPlW-. 2a' 22 20 18 18 14 PlW� 24 22 20 18 18 14 jPlW-+ 24 22 20 18 18 14 jPIW . 24 L
18 14
FASTENERA,(a}#BX5/8",EACH SiDE,FASTENERC * C j '° 3, 3 12 fi ..?': 4hY- 12 >.. ..FASTENER B: 190-130 MPH USEft8X5/8'�12' O.C. p' �• —� ,,,."FOR HIGHER WIND SPEEDS,SEE GENERALNOTES — RJTERNAL (TYp) I 12 3 3 2 2 2 2 72 3 2 2 12 ``xREFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS *FASTENER C:ALUMINUM BEAM MATERIAL JAMB 14 3 3 3 2 2 2 14 ,,i,,4 ? 3 3 2 14 3 14 4 4 14 tj _"
*FASTENERS GOOD FOR UPTO 96"POST SPACING *90 100 MPH USE#SXSl8'@16"O.C. A- J SUPPORT I I 76 3 3 ' 3 3 2 2 18 4
*f00 130 MPH USE#8X5/8(�12"O.C. -A I ( 18 4 3 3 3 3 2 18 3 3 3 16 x # 4 '' ? 18
__ RACEWAY __ _.
3 3 3 18 ;6} <+�:, _ d zl 4 18 "., + u „
- -'- #8 X 1 1/4-24 O.C.
A A
_.
Y:. 4 t�
FASTENER D.MICROLAM BEAM 4,
CAVITY I PRE-DRILLHOLE ..,:.',,, iLi
�5 �'..: :.
: *� ., :. a4. 4 20 4 fir 20��
*90-130 MPH USE 1/4"0X2"LAG SCREW(912"O.C. ( For concrete at 90ri use 2-/"0x2"Tapcon For concrete at 100mph use 21W0x2"Tapcon For concrete a.110ri use 3'/."Ox2"Tapcon 'For concrete at 120mph,use 3'/0x2" Tapcon *For concrete: 90mph,use 21WOx2"Tapcon
SECTION K:WALL&PANEL HANGER 1- - - - J
A Gable room Comer osiLaa Screws,aSSUMes'/4"0x4"18 ,SG=.47,Exp C
*ATTACH FASTENERATO. '- -I• brinlih 100nph IIOmph 12Dmph 130mph
WALL STUDS(d1 16"O C.W/114"O X 3"LAGS UP51 B B P/W-+ 24 22 9 2D 18 16 14 JP/W_ 24 22 20 18 18 14 jP/W-+ 2a 22 20 18 18 14 jPlW 24 22 20 18 18 74 jPn+v� 24 22 20 18 96 14
TO 24'X 14'W/17'OVERHANG FOR 90 j
110 MPH AND/OR 50PSF GROUND SNOW LOAD. 12 2 2 1 1 1 92 2 2 2 72
PRE-DRILL 14 - "
A- C C 14 2 2 d 2 2 1 14
2 2 2 2 14 1 3 1 3 ;D� 2 14 x
#8 X 5!e -24 O.C. CAN TEXCEED 3/4 :.3 < .,,. 2 18 3 ':.' ' 18 a<*ATTACH FASTENER A&B TO -A 18 2 2 7 2 2 2 18l 2 2 2 18 „_. 3
A' WALL STUDS IF>16"O.C.W/1/4"0 X 3"LAGS UP - PRE-DRILL OUTER MULLION WALLVMTH 7/16"HOLE, 18 2 2 2 2 2 2 18 "' ` a,'; ``4
. : 2 2 2 18 1•3:'� , 3 � 3,- 18 11:;: fi 18 4,.
4 1 VERHANG FOR 120
FASTEN SCREW AS SHOWN
TOZax1 wi ro Y�Ya'�
20 0 ,:
....,....,,,:aF �,.,z�,._.. ...... .mac brw'. a �� �,,,..,,... .., ...,.. �. ,..,.cs. y. s'H:.x?"...:., ...,,. -.„s5._...< ,<r..3':r, £�'�s�.�n�, %.s�F '3'�'�&� , .;�"� .„�:!`..,3, > 2t1 .�.*'�+'.. ;��..?'lx*,�>,?.c_v,��3,'�,,;s ��3„s.:�. 20
130 MPH AND/OR 85PSF GROUND SNOW LOAD. 3 3/8" For concrete a-..90mph,rise 21/,"OX "Tapcon For concrete at 1DOmph use 2-'/*"OxT Tapcon For concrete a:1110m h,use 2'/*"Ox2"Tapcon 'For concrete at 120m
F CHANNEL *USE CONNECTION OPTIONA&8 FOR INTERNAL - ph,use 2'/4"0x2"Tapcon •For concrete aY 90m h,use 2'/°"0x2"Ta con
*FOR PROJECTIONS GREATER THAN 14', USE DOUBLE SPAN CONNECTIONS OR C FOR EXTERNAL CONNECTIONS *Forgable room side wsli verticsll mullions on 96.25"spacings(Exp C),use 2-%"Ox4"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 s_T T ERVIEW SINGLE MULLION *(C),USE#8X5/8%2,4I Studio room vertical ost La crews to 96.25"spacing,'/d'0x4"lag,SG=.47,Ex C,90-100m h Studio room vertical os:La Screws upto 72.25"sped ,'/:'0x4"lag,SG=.47,Exp C, 110-130m h
TO 24'X 18'W/12"OVERHANG FOR 90 NTER VERTICAL SUPPORT
130 MPH AND/OR 65PSF GROUND SNOW LOAD. *NO SCREWS/NAILS ARE ALLOWED TO 90mph 100nph 11Omph 120mph 130mph
9"
- L- B PROTRUDE INTO RACEWAY CAVITY, jPNV-. 24 22 2D 78 16 14 jP1W + 24 22 20 18 18 14 jPlW + 24 22 20 18 16 14 jP W 24 22 20 t8 18 14 jP1YV-. 24 22 20 18 78 14
EXCEPT FOR THE SILL STARTER CONNECTION. 72 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 '">f �"'� �� "` "'
14 2 2 . 2 2 2 2 1a 2 2 2 2 2 2 14 2 2 3 3 3 3 14 3 3 3 3 3 3 14 ���"�.�, � �s"` '"s.
16 2 2 2 2 2 2 18 2 2 2 2 2 2 18 3 3 3 3 3 3 16 3 3 3 3 3 4 18 4' {<
SECTION D GV CORNER POST I SECTION DD: BV CORNER POST I SECTION E: 2PC HEAD SUPPORT 1s 2 2 2 2 2 2 is 2 2 2 3 3 3 16 3 3 3 3 3 3 1a 3 4 4 4 a 4 1a ,4 ,x =-4 ;4, .. �;, ;' Y ,•t
GRANDVIEW/ BETTERVIEW PATIO ROOMS: GABLE STYLE For concrete a�90n�}n use2-1/V0x2"Tapcon For concrete at100m h use2-V."0x2"Ta on For concrete a:110riuse2'/4"Ox2"Ta con *For concrete ,use2-'/."0x2"Tapcon *For corxreteat9Dil use 2-%."Ox2"Ta con
3 3/8"OUTSIDE CORNER POST
W/3 1!4"SQ.POST INSIDE -*. . / n -s-^v a-_ _ for 6V only /A far GV D chievable for both GV and 8V
DETAILF - . . - Y
' �'�' �� >.x N!A nl ��N nl �A
- - - - - -- ----
0ETAIL-SECTIONH —� —� 3 1/4"SQ.CORNER POST
SECTION H 7/8' T Y .-.-.' .•.° GENERAL NOTES: i
3, , REQUIRED IN ALL CONSTRUCTION FASTENERA
1/4 THERMAL •-• GRANDVIEW/ BETTERVIEW PATIO ROOM ROOD
P,NEL 7!8' TYP, REFER TO The following items we;e not considered in the engineering evaluation ofthe Grandview
U CHANNEL rs ss
DETAIL-SECTION - - DETAILF (GV)Betterview(BV)patio rooms and Must be considered for adequate load requirements LOAD SPAN TABLES OF 3 CFA-B M $t 6 ROOF SYSTEM
DETAIL NI D , .I * • * + REFER TO and any other provisions in accordance with local building codes. Single Span Design; 3"panel with I-beams* Double Span Design; 3" panel with I-bearf�*
1-- GENERAL
*Foundations I Panel Length all Allowable Ground Allowable Panel Length Span Allowable Cirota�d Allowable
_L . . r I I r I iI B NOTES FOR SP
�, � SECTIONS TRANSOM HEIGHT VARIES --- -- -, ROOM TYPE. 'Concrete Slabs or treated woottendecks
w/12"over hang Length Snow Load Wind Uplift w'12" overhang Length SnowLoad Wind Uplift
_SEGTION Ct - TI I o -rA-- it I 3 3/8" +Capacity of existing structure to resist loads from patio room
I � j_ 1_ i� - 2PC HEAD •Design of intermediate beam for double span condition LJ120 LJ180 Li L,120 IJ120 L/180 L/240 L/120
OVERHANG SECT NCt EXISTING o I T /� * r SUPPORT
SEGTIONCI-C4 u - . _-- - , 7 6 228 168 126 160 13' 6' 363 304 228 255
UP TO 12" . ` Ly Section A/AA: For BV Studio:Mullions
WA�� Li
� I I I X *All lags screws must have full thread embedment intojoist or band board per *100-11 Omph,use#8x5/8"screws(each side)&post bracket,(3)at sill&(3)at 9 7' 173 120 90 121 14' 6,5' 300 249 186 177
SECTIOND/DD SECTI NDIDD c --- ---T---r-- - - -1 W FASTENERB SEE GENERAL r r
,/ z 4th ad.Timber COrtstruCWii Manual. header(Fastener C),for upto 96.25"spacings. Use(9)screws to attach post 9' 8' 126 90 67 95 I 15 7 253 207 155 132
SECTION SECTION CI- o I�A 1w •� . - - NOTES(SECTION E) *AII Tapcons must have full thrtrad embedment into concrete. bracket to underside of 2pc header. 10, 9' 93 70 52 14 16' 7.5' 216 176 132 103
C21Ca � --B- * , a * lumber to be hot dipped galvanized(oregivelant), *1 20-130mph, use#8x5/8"screws(each side)&post bracket,(4)at sill&(4)at
SECTION G -' ------- - -. FFASTENER B:ASTENER B:SINGLE
DOU LE SPAN,90M1 0 USE"MPH E/8-024.O.C.O,Q All fasteners
standard 11 treated
galvanized washer. header(Fastener C),for upto 96.25"spacings. Use(12)screws to attach post 11' 10' 72 56 42 59 17 8 188 151 113 83
9
DETAIL-SECTION I D •FASTENER B:DOUBLE SPAN,120-130 MPH Li#SX5/8"81e"O.G bracket t0 underside of 2pc header. 12' 11' 57 45 34 48 18' 8.5' 165 131 98 76
A/AA DETAIL83 Section B1: i GV Comer Post 13' 12' 46 38 27 40 19' 9 146 115 86 64
SECTION A/AA 31/a"x 3 12 For Grandview rooms only; use steel plates under gable post&comer post if *For GV, 90-100mph, use#8x5/8"screws(each side),(2)at sill&(3)at header(FastenerA) 14 13' 38 31 23 33 20' 9.5 131 101 76 54
2PC CORNER POST SECTION B1 POST BRACKET 3 3/8"OUTSIDE DETAIL F: ROOF PANELS I windspeed is>100mph. Otherwise, use standard 1/4"Ol steel washer with *For GV, 110-120mph,use#8x5/8"screws(each side),(2)atsil (4)at header(FastenerA)
CORNER POST
FOUNDATION DEPTH ,• lX 5/8"1924"O.C. fasteners into slab ordec<. *For GV, 130mph, use#8x5/8"screws(each side),(3)at sill&(5)at header(FastenerA) 15' 14' 32 I 26 20 28 21' 1(y 118 90 68 46
(SEE GENERAL NOTES) NOM.4"CONCRETE CONCRETE SLAB OR WOOD DECK A;#8 X 5/8"@ 24"O.C.(6 LOCATIONS) WALL HANGER BV Comer Post i ,
1—' ',: FOUNDATION DONE BY OTHERS SIDE ELEVATION 16 15' 28 23 17 24
FRONT ELEVATION *FASTENER B,REFER TO FASTENER OR RIDGE BEAM Section B2&D/DD: For BV,90-11 Omph, use internal post bracket,Use#8x518"screws(each side),(3)
(SEE GENERAL NOTES) d `0 1 T 16' 24 20 15 21
SCHEDULE FOR NO.OF REQUIRED LAGS O w Fasten maximum 61ags directly under post at sill& header (Fastener C). Attach post bracket to underside of2pc header
*FASiNER B,REFER TO FASTENER FOR WIND SPEED AND ROOM SIZE. ---- ---- N d Using(6)-#8X5/8"Screws. *All loads are in PSF *Ail loads are in PSF
DETAIL B3: GABLE POST CONNECTION SCEDULE FOR NO.OF REQUIRED LAGS 'FASTENER B INTOCONCRETE,REFER TO 0 a Section C4: *For BV, 120-130m h, use internal post bracket,use#8x5/8"screws each side 3
I DETAIL I: POST HEADER CONNECTION I FC WIND SPEED AND ROOM SIZE. FASTENER SCHEDULE FOR NO.OF REQUIRED �' P P ( ),( )
Per NEC 2002, no objects that could chafe awire,such as screws,nails,or at sill&header(Fastener C). Attach post bracket to underside of 2pc header Single p g panel*
•FASiNER B INTO CONCRETE,REFER TO TAPCONS FOR WIND SPEED AND ROOM SIZE. g e S 211 Desi 1:(' 'anal
P❑S T BRACKET U * abrasive objects, can protrudeinto the raceway cavity. using (9)#8X5/8"screws
FKENER SCHEDULE FOR NO.OF REQUIRED .FOR BV ONLY,INSERT FASTENER B INTOTHE Z (n M w
(BV ONLY) X Panel Length Span Allowable GroLlnd Wind
TlCONS FOR WIND SPEED AND ROOM SIZE. POST BRACKET 1/4"FROM INNER WALL USING � w
SLIPS INTO POST a _J cm i Section E: I Section B3 Gable Room: • l2"overhang Lent Lh Snow Load(PSF) Uplift
N❑M, .080 WALLS *ONL(8)LAGS CAN BE INSERTED WITHIN A STEEL WASHER m z i
GV Gable post,GV Racr3way,or BV snow load past can be used with the 2pc For BV(� 100-120mph: Go to raceway/post header>90mph
THCROSS SECTION OF THE POST 'ATTACH POST BRACKETTO CORNER POST: O SILICONE 7- 5j6 headsU ortforIon longer ansor reaterroofbads. Raceway and2 2pc Gable Post: Use internal ostbracket, 3 x5/8"eachSide fastenerC L/120 L/180 L/240 �ALL,,r
US1/4"STEEL WASHERS UNTO 100MPH 9 J PP 9 P g y P P ( } ( )
FASTENER C,9OMPH USE(3)#8X1-1/4EACHSIDE TOP ONLY m Z U.POST SILL STARTER W O to post are structurally interchangeable. Corner Post: Use internal post bracket,(3)-#8x5B"each side(fastener C). Attach 8' 7 203 157 119 83 5E �
@90 MPH USE *PRBRILL LAG HOLES USING 11/54"OBiT. FOR 100-110MPH,USE(4)-#8X1-1/4E:ACH SIDE 0 W CO X *90-100mph, Fastener 13,241 O.C.(single&double spans) post bracket to underside of 2pc header using(9}#8x5/8"screws.Use(3mx5/8°' ` -1 1
N * 9 8' 183 135 102 66 PANEL
(4p{8X518" *>101PH USE STEEL PLATES 'PRE-DRILL LAG HOLES USING 11G4"OBIT. w F w 110mph, Fastener B, 18"O G.(single&double spans) each side(FastenerA)to connect post header tou-channelatcomerpost 10' 9 ]6 114 86 53 t
EACH SIDE "CORNER POST DOES NOT SIT IN SILL STARTER, m < W * 120mph, Fastener B, 16"O.C.(single&doubles spans) Mullions: 90-120mph, use internal post bracket, at sill&header 2 x5/8"each side DIRECT
>soMPHUSE • 2PC ¢ a i P ( n9 Pa ) P P ( }#8 ONr'
0 FASTENERC (6)#8X5B" IT IS DIRECTLY FASTENED TO SLAB OR DECK HEADER IL m O * 130mph, Fastener B, 12"O C.(single&double spans)*Studio Only* (Fastener C). Attach post bracket to underside of 2pc header using(6)48x5/8" ill 10' 14 7 99 74 44 l
i 0 EACH SIDE -ONLY(6)LAGS CAN BE INSERTED WITHIN -- - ---- screws. Good upto 96.25"spacing. 12' 11' 12 9 8 6 64 38 l
FASTENER A
THE CROSS secTloN OF THE POST -- ---- Section H&J: Alternate connections:@ 90mph only,attach headertianges to comer post using( , N �EI�N
. Size LVL beams per manufacturer's instructions using 1.9E or better. 4)-#8x5/8"each side(fastener A), 13, ��' 113 76 56 32 l 5PA I
7/8 (TYP) FASTENER A,(2)#8XS/8"SCREWS Detail F Studio Room: For GV @ 100-120mph: Go to raceway/post header&mullions>90mph 14' 13, 99 66 50 28 l
For studio room using 3"or 6" panels, use the following number of t%"OJ screws Gable Post:at sill(4)-#8x5/8",each side(FastenerA) 15' 14' 87 59 44 25 l (�
to attach roof panel. Each I-beam or batten has(2}#8x5/8"screws connecting Corner post:at sill(3)-#Sx5/8",each side(FastenerA),at header use(3}Nx5/8"each side 16' 15' 77 51 39 22 PRO) o*FOR GV so-13oMPH USE: it to the header or beam.Overhang is 12". (FastenerA to connect 2 c header flanges to comer
GABLE POST:(3}#8X5/8"EACH SIDE FASTENER a REVISION NOTES: ) P 9 post post/raceway headerto E
SEUON G: HOUSE U-CHANNEL u-channel at comer
GABLE OST:(3(2)#8X5/8"BACHSIDEFASTENERA a a I post 17' " , 69 46 34 20 Tipp, ,1
"FOR BV 90-110MPH USE: TYP.;ISTING 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 uptD 96.25"spacing,at *qll loads are in PSF AI,L" I
GABLE POST:USE INTERNAL POST BRACKET,(3)#8XSO'EACH SIDE CON IETE OR WOOD
REV D:SECTION B2,REDUCED SIZE OF STEEL PLATES Header; Header; Intermediate Beam; header use(3)-#8x5/8"each side(FastenerA)90-120mph upto 72.25"sparing,& 0' I PANEL
FASTENER A& (3)#8X5/8"EACH SIDE FASTENERC POST SPACING,REVISED TABLE FOR STUDIOG SPAN 90mph-1/panel 90mph--0/panel 90mph-1/panel (4)-#8X5/8"each side(Fastener A)90-120mph upto 96.25"spacing, NOTES: ��'' 1 DIRECTION
FOR CORNER POST SEE SECTION DD 1 Oomph-1/panel 00m h--1/panel 100mph-1/panel *The above data for 3"parais does not consider shear weep. I� ''
SIDING REV E:SECTION H.CORRECTED QTY.TYPO FOR LAGS;31NSTEADOF6 110m h 2/ anal 10m
*REFER TOFASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS SHTHING. P - P p,h--1/panel I IOmph-2/panel Detail F Gable Room: *The above data for 6"pareis does not consider shearcaeeD.
•FOR OTHER SPEEDS SEE GENERAL NOTES FOR GABLE ROOM. FOAlTHING: YVEK A •- POST SPACING COMMENTS,REMOVED65PSFSNOWLOADLIMITATION 120mph-2/panel 120mph--1/panel 120mph-2/panel For gable room using3" orb" panels, use the following numberofY:'f7Jscrewsto 'FordoublespanconditiorsrefertobtildingcodecompliancedwMng r��/
REV F:IN GENERAL NOTES,CORRECTED TYPO IN DETAILF STUDK),DBLSPAN;90T0130 130mph-3/panel 130mph--2/panel 130mph-3/panel attach roof panel to header. Each I-beam has(2)-iill 8"connecting it to the header. "detail 1.Design load to to determined by mfg.of microlam beams.. i
OSPLYWDDD Overhang is 12". *Allowable ground snow have a reduction factor of for low
Sll`.E/DOUBLE STUD REFLECT RESULTS FROM SUPPLIMENTARY TESTINGTHATALLOW REMOVALOFGV LBRACKETS Section B3 Studio Rooin:Usl g Post/Raceway Mullions 90mph--1/panel slope roofs per IBC 2003,secbon 7.4;assumes a"cold'and nor, N�I
DETAIL II: H-MULLION HEADER CONNECTION I SECTION H: RIDGE BEAM CONNECTION I (DETAIL 11&DETAILCI) For GV Studio:Mullions 100m �_ slippery roof surf". i S GH I
cAPAc of ExlsnNc * p 1/panel l q� T
WALL RESIST LOADS A - REV G:ADDED WIND UPLIFT TO PANEL SPAN TABLES,MODIFIED WIND SPEED MATRIX 110mph, use#8x5/8"screw (each side),(3)at sM&(4)at header(FastenerA), +lOm h 1/ anel - 'Ps=0.7CsCe(id Pg i
'SINGLE H-MULLION GONSTRUCTIONONLY;90MPH FROM 10 ROOM WERE NOT for 72.25"spacings.
' P - P 'Pii roof snow bad. Cs=1.0, Cii Ct=1.1,1=1.0,Pg=rand snow bad I
LVL RIDGE BEAM CONSKED IN THIS ANALYSIS REV H:UPDATED RACKING TABLE *120mph, use#8x5/8"screw each side), 3 at sill& 4 at header FastenerA 120mph-2/panei *The above data does not ndude unbalanced snow drift load ors0ding snow ' TH
'GRANDVIEW ONLY 1
SiZE BEAM PER MFG. P $( ) ( ) ( ) (FastenerA),
18"0 X 3°'LAG requirement. R /
*20'X 18'MAX.ROOM SIZE APPLICABLE INSTRUCTIONS for 64.25"spacings. p 0, �✓
18"O.C. , *For external roof coverings such as ashphai4 shingles,subtract 3psf from �E
WOOD STRIP 130mph, use#8x5/8"screw (each side), (3)at sill&(4)at header(FastenerA), CT
ALL EXPOSED SURFACES (PITCH ANGLE) TYPICC04NNECTIONS(FASTENER A):
for 56.25"Spacings, allowable ground srx7wbads. Q�
I I TO BE COVERED WITH *SHEdING NOT PERMITTED BTWN.CHANNEL AND STUD 'Allowable ground snow loads controlled by either shear, bending or deflection.
I HOLLOW INSIDE COIL STOCK ALUM. •TWO)WS OF 1/4"O X 2.5"LAGS(M *Asphalt shingles shall oni? be used on roof slopes of 2:12 or greater per
•-..'`.•-•-:- DOUBLE STUD. �K ~� i`s �'t'�c>1��J \ \. �5.2 of 2003 RC. Seaway Mfg, recommends a minimum slope 3:12 for
I I MULLION 12,C.INTO DOU .2
DETAIL C1 _ IF LY ONE WALL STUD ISAVAlLABLE application o a aft shin lee.
• - D(NGLE ROW
I TWO}WS OF 1!4"0 X 1.5 TAPCONS 12 O.C. F 1 9 '� pia /i�,_g" '
——— -—— PANEL IKCONCRETE OR BRICK WALL `t ti F¢ ,"/.r,, 1. ' i / C7 s �� F' \�
HANGER PANELCAP ti7 � �. .< yt � ! f^ rl ? �� -- _
.•
i I - (3)3/8"fb X 3 4 3 �, ` 1 O"v 1 i! = _ Rev is. Item: Classification: Model: Model: Sheet
LAGS,90-130MPH r - - 11/27/07;Rev H Alums i
6 fa N r , � r Grandview BetterView 1 Of 11—
" 1< b�� a o c2o�;;_� r`1/
DETAIL Cl BOTH SIDES f/I f r tip} �, P ', Code COI111711anCe I�aC1Cet
Patio rooms
WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL C1 tr
SECTION C21C4 y `t !/ �j<t ti' 1pGR i� /
Yt "� a ;� EZ a/'s1x'J-- . _ -
USE NOVAFLEX 100 SILICONEOREQUNELANT GABLE "#+ " , -
*REFER TO REPORT-SEAWAY001:SILICONEBOND / U��, 'rr�� 5 °+•_« ",�?< �ti _ S T1
2250 East 33rd Street
,l frill ` eve - DrawnbY: Date: Erie, Pennsylvania 16510
POST ?�' L /,,, Y I
" ,, ;�ar , �s 9� �r CADZ o�arnNc sErr�cE 2/zo/oo
tf/� V v L(�t71 iv''�� ` 1 J I� n Phone:(814) -555655
w -91 1't.'` tiv'�1 ��d ��-1 Fax: (814)899-5556
iv�7nUfOCltlrin0 Coro, seawaymfg.00m