2007-430 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
4E Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20070430 Date Issued: Thursday, November 15, 2007
This is to certify that work requested to be done as shown by Permit Number P20070430
has been completed.
Tax Map Number. 523400-301-017-0001-029-000-0000
Location: 6 MORGAN Dr
Owner. ROBERT & LUCILLE SEELEY
Applicant: ROBERT & LUCILLE SEELEY
This structure maybe occupied as a:
Porch & Deck
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,
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
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070430 Application Number. A20070430
Tax Map No: 523400-301-017-0001-029-000-0000
Permission is hereby granted to: ROBERT& LUCILLE SEELEY
For property located at: 6 MORGAN Dr
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: ROBERT& LUCILLE SEELEY
6 MORGAN DR., BOX 249C Porch&Deck $28,161.00
QUEENSBURY,NY 12804 Total value $28,161.00
Contractor or Builder's Name/Address Electrical Inspection Agency
PATIO ROOMS OF ALBANY
70 COHOES Ave
GREEN ISLAND,NY 12183-0000
Plans &Specifications
2007-430
144 SQ FT PORCH &DECK
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,July 20, 2008
(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 To f Queens ury-, Friday,July 20,2007
SIGNED BY q�W // for the Town of Queensbury.
Director of Building Co nforcement
Porch, Dec(& Dock, or Boathouse Irmit Application
Town of Queensbury—Dept of Community Development,742 Bay Road, ueensb Q ury,NY
(518)761-8256
A permit must be obtained before beginning construction. No Permit File No. 30
inspection will be made until applicant has received a valid Fee Paid $ � .
building permit. All applicants spaces on this application must be Reviewed B
completed and must appear on the application form y.
Applicant:Q0 10 Rn9152. 4E &8�W'y/ Owner: 42086gr 9 Lu u.6 15C�ELEY
Address: 7D 6b4CE-6 A VC-. Address: mokz;nQ bexjE=
1Zrg3 due-�. [�ur��/,�y t� a4
Phone#( 1�)6132- "7 Phone#(6,8) R - ���
Email Address: u o 1t E Email Address: H o t s L�
Person Responsible for Supervision of Work as Regards to Building Codes:
Name 64! / 1'l'ti Pat-4Qr-Vl,SK Address: 70 6=,mot-S dot6. Phon(- I$
L � T—eU 114D1 14
Property Location: Lot Number:l7 / House Number � / MoT cn
Subdivision Name: j,,q/,i Lam. Q' & Tax Map Number go . 17 - 1 --
Estimate Market Value of Construction: $ � 1 �� � �
Porch
vDeck
❑ Dock
❑ Boathouse
❑ Other work(describe
Size of structure to be built t square feet '
Submit along with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
t decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed,indicate the size of posts or
studs,roof rafter spacing and span. Indicate type of roof sloped,flat, shed,or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this 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 Code,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.
Applicant's signature: Date: 716 12CO-7
C/
L:\SueHemingway\Building.Permit.FORMS\Pomh.Porch.Pennit.doe 8/13/02 revised per DH
This section to be f Ilea out in hoine and signed by casiorner•
Property Owner Must Complete and Sign This Section If Using A Builder
as Owner of the subject property
hereby authorize Betterliving do Rooms (d.b.a. —Patio Rooms of America) to act oil
my behalf, in all matters relative to work authorized by this building permit application
for(address of job)
Signature of Owner Date
------------------------------------------------
This section to be completed by Betterliving Office Staff'
Owner or Builder(as Agent of Owner) Must Complete and Sign This Section
I, ? jf'D. p ��! , as Owner/Authorized
Agent hereb declare that the statements and information on the foregoing application for
(address of job) 6 /WoR Olq A!�CW6 are true and
accurate,to the best of my knowledge and belief.
Signed under the pains and penalties of perjury.
Z;VRV M . pol-'%ZWA�r
Print Na e
� - -7161Z00 7 _
ignatu of Owner/Agent Da e
ueensbu Building & Code Enforcement - esidential Final Inspection
Q rY g P
Office No. (518)761-8256 Arrive: am/ Depart: am/pm
Date Inspection request received: Inspector's Initials: (� �>
NAME: �`�"c' PERMIT#:
v
LOCATION: DATE: .
TYPE OF STRUCTU _
Comments
Yes No N/A
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
Guards at stairs,decks,patios 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
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to silt 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:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency 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 Y2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed property
Gas Logs in Sealed or Glass Enclosure
Final Electrical (0jwj0j (A
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Ins cti request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: De
NAME: PERMIT#: Q-7 `1
LOCATION: (C2 w1 G fls�1 2„�f INSPECT ON: 'Z
TYPE OF STRUCTURE:
Y N N/A COMMENTS
aming
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers i
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in. 1
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/z 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 '/z 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.(W)
5.7 sf above/below grade
5.0 sf grade
Ion"—
Foundation Inspection Report
Office No.(518)761-8256 Date In ti request received: I 0 7
Queensbury Building&Code Enforcement Arrive: am/p t Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.�1�
NAME: PERMIT#: �✓� J _
LOCATION: ( INSPECT ON:
TYPE OF STRUCTURE: eL
W
Comments
Y N N/A
t!g-s")
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
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\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
MIDDLE DEPARTMENT INSPECTION AGENCY, INC. hf
'e� that the electrical wiring to the electrical equipment listed below has been examined and is approved as
being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date
noted below and is issued subject to the following conditions.
Owner: Robert Seeley Date: 10/26/2007
Occupant: Unknown Location: 6 Morgan Street
Occupancy: Queensbury, Warren Co. NY
Single Family Dwg.
Applicant: Bott Brothers Electric, Inc
50 Haig Avenue
Wynantskill, NY 121.
Raymond A. Novak . 9
No. -1.401 :�
Equipment:
r a�
1 Switch; 3 Receptacles, 1 ixture gF
00
s e ,a
x.
a ,
This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and
above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership
inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void.
ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions,
be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department
system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle
ed to, the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation
any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service.
{
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FILE ,Xpy l_J ! �
EX15TING 6'Poop TCL3 t I
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3,J015T HANCeP5 @ 130M ENP5
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8.6X6 P05T5
9.2X4 My L"OLIf POP HOJSE POOP
2 NOTE: (1) "A" WALL STARTS 2.5' LEFT OF SIDE HOUSE DOOR
(2) ROOM FLOOR ONE(1) STEP UP FROM HOUSE FLOOR
PPOPODP 3 fAf?GN SJN'.00M
TX 12'(APPPDX)A FM STYLE
il"HC POOP 5Y5TEM
(6'5PAN)
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LJ LJ TOWS OF QUEENSBUM BUILDING WwLJ
® Based on our limited examination, 0
compliance with our comments shall
not be const�c �cdations�are'ng the
irn full
plans and sp
compliance with the Building Codes of
New York State,
Project: 5cale:l/8"=1'"0" Pramrq�,
Beterliving 5��L�Y p�5t7�Na
SUN ROOMS 6 MOPsAV P'''
70 Cohoes Ave. Island Park,Green Island NY 03053 QUEENS�LY,NY 1280h
Phone(518)68`7 2337 Fax(518)687 2338
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PANEL HEADER PANEL
BEAM
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P05T P05T
FLOOR FLOOR
CHANNEL
CHANNEL '
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SLAB/DECK SLAB/DECKS eq
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A-FRAME COLUMN(ALTERNATE) A-FRAME COLUMN(ALTERNATE) A-FRAME COLUMN(ALTERNATE) A-FRAME COLUMN(ALTERNATE) A-FRAME COLUMN(ALTERNATE) A-FRAME COLUMN(ALTERNATE)
9 FT A-FRAME COLUMN 9 FT A-FRAME COLUMN 9 FT A-FRAME COLUMN 9 FT A-FRAME COLUMN 9 FT A-FRAME COLUMN 9 FT A-FRAME COLUMN
RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE (ROOF LOADS P ) ( )5F RIDGE ALLOWABLE ROOF LOADS P5F RIDGE
BEAM BEAM BEAM BEAM BEAM BEAM ALLOWABLE ROOF LOADS(PSF)
SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(F1) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE 5PAN(FT) SPAN PANEL FREE SPAN(FT)
(FT) 6 1 H' id (FT) 6 8' 1d (FT) 6' 6 td (FT) 6' 8' 10, (FT) 6' 8' 10' (FT) 6'
6' 100 100 100 6' 100 100 100 6' 100 100 100 6' 100 100 100 6' 1% 1% 100 6' 16 fop 100
6 1p0 100 100 8' 100 100 100 8' 100 100 100 8' 100 100 100 8' 100 94 75 6 - 100 100 100
1d 100 100 100 id 100 100 100 id 100 1pp 100 id 100 100 100 id 100 75 59 1d 100 100 100
12' 100 100 100 12' 100 100 100 12' 100 10p 100 12' 100 100 100 7T 100 62 49 12' 100 100 100
14' 100 100 100 - 14' 100 100 100 14' 100 100 100 14' 100 100 100 14• 100 53 42 14' 100 100 100
16' 100 100 100 16' 100 100 100 16 100 1Lv 100 16' 100 100 100 16' 87 46 36 16' 100 100 100
10 FT A-FRAME COLUMN 10 FT A-FRAME COLUMN 10 FT A-FRAME COLUMN - 10 FT A-FRAME COLUMN 10 FT A-FRAME COLUMN 10 FT A-FRAME COLUMN
RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F
BEAM BEAM BEAM BEAM BEAM BEAM )
SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(F7) SPAN PANEL FREE SPAN
(FT) 6• 8' td (FT) 6 8 1d - (F1) (FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT)
6' 8' td (FT) 6' 8' id (FT) 6 8' 1d (FT) 6' 8' V
6 100 100 100 6' 100 100 100 6' 100 100 100 6' 100 100 100 6' 100 67 53 6' 100 100 100
8' 100 100 100 8' 100 100 100 6 100 100 100 6 100 100 100 8' 100 50 39 8' 100 100 100
10' 100 100 100 id 100 100 1 100 id 100 100 100 10' 100 100 100 1d 90 39 31 1d 100 100 100
12' t0D 100- 96 12' 100 100 100 - 1T 100 100 100 12' 100 100 100 12' 75 32 26 12' 100 100 700
114V 100 100 82 14' 100 100 87 14' 100 100 100 14' 100 100 100 14' 64 28 22 14' 100 100 91
16' 100 90 71 16 100 95 76 16' 100 100 100 16' 100 100 100 16' 56 24 19 16' 100 100 79
11 FT A-FRAME COLUMN 11 FTA-FRAME COLUMN 11 FT A-FRAME COLUMN 11 FT A-FRAME COLUMN 11 FT A-FRAME COLUMN 11 FT A-FRAME COLUMN
RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS P5F RIDGE
BEAM BEAM BEAM BEAM ( ) 13EAM ALLOWABLE ROOF LOADS(P5F) 8 DAM ALLOWABLE ROOF LOADS(P5F)
SPAN PANEL FREE 5PAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT)
(FT) 6'. 8' 19 (FT) 6 6 10' (FT) 6' 8' id (FT) 6 1 8' 1 19 (FT) 6 1 6 id (FT)
6 100 1 100 1 131 6 100 100 10D 6' 100 100 100 6 100 100 100 6' 92 26 - 0 6' 100 100 100
8' 100 100 98 8' 100 100 100 8' 100 100 100 6 100 100 100 8' 68 19 0 8' 100 100 100
1d 100 98 78 id 100 100 84 10' 100 00 100 id 100 100 100 id 54 15 0 1d 100 100 88
12' 100 61 64 12' 100 87 69 72' 100 100 100 12' 100 100 100 12' 45 12 0 12' 100 91 73
74' 100 69 55 14' 1D0 74 59 14 1)0 1 100 99 14' 100 100 100 14' 38 10 O 14' 100 78 62
16 100 1 60 48 F 16 100 65 51 16 100 1 100 86 1 16 1 100 100 1p0 16 1 33 0 0 16 100 68 54
12 FT A-FRAME COLUMN 12 FT A-FRAME COLUMN 12 FT A-FRAME COLUMN 12 FT A-FRAME COLUMN 12 FT A-FFAME COLUMN 12 FT A-FRAME COLUMN
RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS P5F RIDGE
( ) ALLOWABLE ROOF LOADS(P5F) RIDGE ALLOWABLE ROOF LOADS(P5F)
BEAM BEAM BEAM BEAM BEAM BEAM
SPAN PANEL FREE SPAN(F) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT)
(� 6 10' (n 6 8' td ( n 6• 6 i0' - (FT) 6 8' td (FT) 6' 8' 1d (FT) 6 1 8' 1 10,
6' 100 10p 85 6 100 100 93 6 100 100 100 6' 100 100 100 6' 49 0 0 6' 100 100 98
8' 100 80 64 8' 100 87 69 6 100 100 100 8' 100 100 100 8' 36 0 0 8' 100 92 73
10' 124 64 50 td 100 -69 55 1d 100 100 95 10, 100 100 100 id 29 0 D id 100 73 58
1T 103 53 42 iT 100 58 46 12' 100 99 78 12' 100 100 100 12' 24 0 O 72' 100 61 48
1 14' 88 45 35 14' 94 49 39 14' 100 84 67 14' 100 100 100 74' 20 0 0 14' 98 52 41
16' 77 39 31 16' 62 43 34 16' 100 73 58 16' 100 100 1D0 16' 17 0 0 16' 86 45 1 36
NOTES FOR GABLE ENCL05URE STRUCTURAL FRAMING pRo�Ecr: NTRacroR: ---
1.TYPICAL STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPAN5 OF UPTO 10 FEET. 10.A-FRAME COLUMN HEIGTH NOT TO EXCEED TABULATED VALUES. rs'r O
2.DESIGN WIND LOADS BA5ED ON A5CE 7-02,UPTO 90 MPH WIND SPEED,EXPOSURE B CONDITIONS. 11.AUTHORIZED FOR BETTERLIVING DEALER/MATERIAL5 R V, - �p ALUMINUM
3.STRUCTURAL MEMBERS SHALL CONFORM TO CKAFTBILT MANUFACTURING COMPANY(CBM)SPECIFICATIONS. USE ONLY. GABLE E NCL05UP
4.LOCATE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 90"APART. C �S
5.FASTENER DETAILS PEP,CBMSPECIFICATIONS. P^ FL, STRUCTURAL FKAMING
6.ACTUAL LOADS(DESIGN VALUES)ON ROOF SHALL BE LE55 THAN ALLOWABLE ROOF LOADS IN STRUCTURAL v 1w U f TO 90 M f�H - EXPOS U f�E 3
MEMBERS(SEE TABLES). e e �`' DRAWN B
7.SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 0 of-90B-a COLUMN
5,ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. SCALE: NT �'/t ;- `° e OIfp4
n A-FIZA M
9.ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. f 8/ o�
--- -- �-5.6"-�{ r---3.2"-►�
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TYI�ICAL GABLE ENCL05U12E ,f I ��I� - '�-�
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CAAME-FR PANEL
BEAM ROOF
/- =_ PANEL HEADER �� � �� (4 )L
-\ BEAM MULLION �
Z%KAM
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CORNERV COR R�
P05T P05T \� FLOOR
Z / CHANNEL _ A-FRAME BEAM FLOOR CHANNEL CORNER POST
NO/WITH TRANSOM
/ 00R w / BEAM ALLOWABLE ROOF LOADS(P5F) COL. ALLOWABLE ROOF LOADS(P5F) COL. ALLOWABLE ROOF LOADS(P5F)
CHANNEL x / RIDGE MAX. MAX
SPAN PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT)
(FT) 6 8' 1a (F� 6' 8' 17 �� 6' 8' to
6' 100 100 100 5.a 100 100 100 5.a 100 100 100
SLAB/DECK 5LAB/DECK a 100 100 100 5.5' too too too 5.9 100 10o too
l-_ -J �- to 100 too 84 6.a 10o too 100 6.o too too 100
I I 1 I 12• 86 64 51 6.6 100 100 100 6.5' too 100 100
f-PANEL FREE 5PANa 1 ►i MAX.COL.5PACING 1a 53 39 31 7.a 10o too too 7.a 100 too 100
7. % ;F ,RIDGE BEAM SPAN- f' t6' 35 26 zo 7.5' too too 100 7.5 too 10o too
FRONT VIEW SIDE VIEW
4 ALLOWABLE ROOF LOAD5
ems.: �' �--2.3"-►1 �-2.5"-� r- 4.3"--�- �- 4.5' -►1 r----5.2"---►1 �c
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IL
1"
MULLION MULLION(ALTERNATE) MULLION(ALTERNATE) MULLION(ALTERNATE) MULLION(ALTERNATE) ¢E
rf-
_ HEADER BEAM AL NO TRANSOM(STANDARD) NO TRANSOM(STANDARD) NO TRANSOM(STANDARD) NO TRANSOM(STANDARD) NO TRANSOM(STANDARD) HEADER BEAM HEADER BEAM ALTERNATE (ALTERNATE)
MAX ALLOWABLE ROOF LOAD5(P5F) MAY ALLOWABLE ROOF LOADS P5F MAXALLOWABLE ROOF LOADS(P5F) MAX ALLOWABLE ROOF LOADS P5F MAX• ALLOWABLE ROOF LOADS PSF MAX. ALLOWABLE ROOF IAADS PSF) MAX ALLOWABLE ROOF LOADS(PSF MAX.
( ) ( ) ( ) ( ) ALLOWABLE ROOF LOADS(P5F)
COL COL. COL COL. COL COL. I COL. COL
SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT)
(F� -6' 8' 1a (FT) 6' 8_ 1d (F� 6' 8' td (F� 6- 8' id (FTI 6' b' to (Fn �6' 8'_T is (Fn 6' 8' id (F� 6' 8' 1a
5.a 100 too 100 5.0' 100 too 100 5.9 100 100 100 5.0' 100 100 100 5.a 100 100 too 5.0' 100 100 -t 4 5.9 10° 100 100 5.d t00 10D1 too
5.9 100 - 100 100 5.6 100 100 100 5.5' 100 1o0 100 5.5• too 100 100 5.6 100 100 5'100 5. 100 79 63 5.5' too too 100 5.6 100 100 100
6.a 100 too too 6.0' 100 100 100 6.d too 100 100 6.a 100 100 100 6.a 100 100 100 6.01 81 61 46 6.0' 100 100 too 6.a 100 100 100
86
7..9 100 100 72 6.5' 100 100 97 6.5' 100 100 100 6.5' 100 100 100 6.5' 1� 100 1OD 7..5'. 51 715 .9 180 100 50 6.9 100 100 100 184
7.a 100 90 72 7.a 100 100 82 7.d 100 100 100 7.a 1D0 100 100 7.a 100 IO0 100 7.a 51 38 31 7.0' t00 80 64 7.a 100 100 100
75' 100 75_� 60 7.5' 100 87 69 L7.5' 100 100 100 7.5' 1OD 100 100 7.5'
NOTES FOR GA13LE ENCL05URE 5TRUCTURAL FRAMING
WITH 10"(RAPID)TRANSOM WITH to"(RAPID)TRANSOM WITH 10"(RAPID)TRANSOM WITH to"(RAPID)TKAN50M WITH 10"(RAPID)TRANSOM 1.TYPICAL STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL 5PAN5 OF UPTO 10 FEET.
MAX ALLOWABLE ROOF LOA05(P5F) MAX ALLOWABLE ROOF LOAD5(P5F 10 ALLOWABLE ROOF LOAD5(P5F) MAX. ALLOWABLE ROOF LOADS(P5F) MAX. ALLOWABLE ROOF LOAD5(P5F) 2.DESIGN WIND LOAD5 BA5ED ON ASCE 7-02,UPTO 90 MPH WIND SPEED,EXPOSURE 15CONDITIONS.
COL. COL. --i COL. 1 COL. COL
SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) 5PACING PANEL FREE SPAN(FT) 1 SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) 3.STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY(CBM)SPECIFICATIONS.
(FT) 6' e 1a (FT) 6 a= td (FT) a -1a 1 (F� 6-Ta' T io (Fr) o- a' to 4.LOCATE COLUMNS IN LOAD BEARING WALL5 NO FURTHER THAN 90"APART.
5.a 100 too 92 5.d 100 100 100 5.a 100 100 1100 5.9 100 100 too 5.a 100 too too
a5 100 92 73 5.5' 100ioo as 5.5 100 too 5.5 100 toD 100 5.5 1oD - 100 too 5.FASTENER DETAILS PER CBM SPECIFICATIONS.
6.a sB 73 5B 6.a too a5 67 6.0 100 -100 100 6.a too 100 100 6-5 100 100 100 Co.ACTUAL LOADS DESIGN VALUES ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS SEE TABLES
6.5' 77 57 45 65' 91 68 54 65' 100 100 10D 6.5' 100 100 t00 6.5' t00 100 100 ( ) ( )•
7.a 59 44 35 7.0' 72 53 4z 7.a 100 100 ,00 7.0• 10o too too zd 1oo 100 1Do 7.5ECTION5 MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS.
z5 44 1 33 26 L25' 56 47 33 7.5' moo° 100 too , 7.5 100 too too J 75' too----too 100 g.ALL 5TRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. (.
9.ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS.
WITH 15"(BETTERVIEM TRANSOM WITH 15"(BETTERVIEW)TFAN50M WITH 15"(BETTERVIEW)TRANSOM WITH 15"(BETTERVIEW)TRANSOM WITH 15"(BETTERVIEW)TRANSOM 10.MAXIMUM WALL HEIGHT NOT TO EXCEED 51"FOR"NO TRANSOM"CASE AND 96"FOR"WITH TRANSOM"CASE.
:AAX. ALLOWABLE ROOF LOADS P5F S�AX � ALLOWABLE ROOF LOAD5(P5F MAX. ALLOWABLE ROOF LOAD5 P5F) MAX. ALLOWABLE ROOF LOADS P5F MAX € ?
( ) ) ( ) ALLOWABLE ROOF LOADS(PSF) 11.A FRAME COLUMN HEIGHT NOT TO EXCEED 12 FT.
COL. COL. I COL COL COL.
SPACING PANELPANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE 5PA14(FT) 12.AUTHORIZED FOR BETTERLIVING DEALER/MATERIAL5 USE ONLY.
(FT) 6' 8' 70' (FT) 6' 8 10 (F� 6• 8, __T-1a (FT) 6' 8' 1a (FT) 6 i8' i°' - t,
5.0 100 90 71 5.0' 100 100 82 5.a 100 100 t00 5.0' 100 100 100 5.0' 1 100 100 100
5.9 92 1 69 55 5.5' 100 1 80 1 64 5.9100 00 100 100 5.9 100 1 100 5.5' 100 100 100 CONTRACTOR:
6.9 70 52 41 6.0' 84 62 49 6.0' 100 100 100 6.a 100 too too 6.9 100 TOO 100 PROJECT' I
65' 52 38 30 6.6 64 4B 38 6.5' 700 700 �700 6.5 100 100 100 6.5' 100 100 100 -V N E Y
7 5=24 17 13 7.� 34 5 g 7.0' 100 100 100 7.5' 100 100 100 7.5' 10° 100 100 �} ✓i�j €7.9 1 100 1 100 � J
ALUMINUM
E GABLE ENCLOSURE
STRUCTURAL FRAMING
OR Y. m40 5f-9013 UPTO 90 MPH - EXPOSURE B
`:
-- SGAL1 = 1 AT 8 30/2004
TYPICAL FRONT WALL CONNECTION DETAIL5 TYPICAL 50E WALL CONNECTION DETAIL5
112 2 #8x3/4"5DS@end5
90 MPH WIND TABLE r1t3A FFT
1/4"x3"Lag Scrcw@6"
EXPOSURE B i �113q #8x3/4"6D506"
.tT2A
1� 113 1138 113C
Fastener Qty/5pacing
112A 112G 112G Enclosure Size
Sect.FaStencr' Type N1 13C Z /% CBM Panel
3gBB
11-1 112E 10'x10' 15'x15' WNWr113D 11 1 -
p 1128 F1 #8 x 3/4"5D5 5 11 17 — m
1128 112-D F2 114 Dem.5ta nlern Sled Lag ScravlC'EmbeA. 2 3 5 �113D
F4 1/4"Dfam.Ta on/1-3/4"Embed. 2 5 7 Z
%i
F3 #8 x 1-1/2"sDs 5 10 16 113J 113J # x3/4"5D5@6"
113-A w Fastener T e F3
F4 #8 x 3/4'5D5 5 10 16 ,
112H 112H 113-8 F2 #8 x 3/4"5DS 18" 18" 16"
112E 112E 113 G F3 #8 x 3/4"5D5 4 4 6 I 013E 113 Plate
K 113K � -'!
F1 # x /4'eD5 4 4 6 AI
113-G F2 1WDi m.5raini;�5 LM5"g5aav/P'EmbM 1 2 2 I 113E 113F 13G Fastener Type F4
112E 112E 112G 112D F4 1/4"Diam.Ta on/1-3/4"Embed. 2 2 3
SLAB/DECK TOTAL NUMBER OF FASTENERS. 112LAB/DECK 113E 113G
112G 112D 113
5ECTION 112 #&3/4"5D50column SECTION 113 SECTION 113-A
#8x3/4"5DS@6"at eve CBM Panel for GLUE LAMINATED
#8x3/4"SDS@12" � A-FRAME BEAM
----CBM Silicone Sealant
-#8x3/4'5DS@24" door frame sill CBM Panel
#80/4"5D50column J _ _ Al Flashing #8x3/4"5D5@6" Same as for
J
#80/4"5050column #80/4"5050column ——— —�114"A-1/2"— Continuous CBM Silicone 4 5 Section 113 B
Nail Anchor @16"for Sealant(2"minimum width)
#8x3/4"505024" Concrete Slab(min.4/unit) #8x3/4"5D5@12"
#Sx3/4"5DS@column #8x1 1/4"5D5@24" #14x3"Hex@ every joist(less than 24"o.0.)
#8x3/4"SD5@column for Wooden Deck(min.4/unit) Fastener Type F2(Opt 1) m
#8x3x,5D5@18"(Opt.2)
SECTION 112-A SECTION 11243 SECTION 112-G f Fastener Type F3
#8x3/4"5D5@18"f7 F
Al A-Frame Support #8x3/4'5D5@12"(Opt.1)i� a Mullion or"H"or Corner
(Mullion) I#12x4"Lag@36 (Opt.2)
Al A-Frame Support 2-#8x3X'5D5 SECTION 113-8 SECTION 113-G SECTION 113-D
(Mullion) Fastener Type F1 2-#8x3/4'5DS CBM Panel
Fastener Type F1 1"Diam.Washer #80/4"5D506"
AI Flashin #&3/4"5DS@18 #&3/4"5D5@18"
1"Diam.Washer g ----- 2-#843/4"SDS
AI Flashing Fastener Type F4 2#8x3/4"SDS
Fastener Type F2 - 2-#8x3/4"SDS
� ! 2-#Sx3/4" � AI Flashing I, `��
Perimeter Joists #&3/4"505018' 4"A-1/2"Nail Anchor 016 for
8x4/unit)
#8 3
2-# 3/4"5DS 1 oncrete Slab(min.4/unit 4 x /4"5DS
for 23/4"5D5 CBM Panel
for -#Sx
#14x3"Hex016"for
WOODEN DECK CONCRETE CONCRETE SLAB Wooden Deck(min.4/unit)
SECTION 112-D SECTION 112-D SECTION 112-E SECTION 113-E 5ECTION 113-F SECTION 113-1
(SECTION113G) n, (SECTION113-G) NOTE5 FOR GADLE ENCL05URE CONNECTION5
1.TYPICAL CONNECTION DETAILS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET.
a '. 2.DESIGN LOAD5 BASED ON A5CE 7-02,90 MPH WIND SPEED,EXPOSURE B CONDITIONS AND 85 F5F UNIFORM GROUND SNOW LOAD.
" e 3.STRUCTURAL MEMBER5 SHALL CONFORM TO CBM SPECIFICATIONS.
4#8x3/4"SD5 4.ALL ROOF PANELS TO BE ANCHORED TO HEADER SUPPORT BEAM U51NG MINIMUM 2"WIDTH CBM SILICONE SEALANT. #80/4'505@12"
248x3/4"5D5 5.WHERE REQUIRED,APPLY CBM SILICONE SEALANT ONLY TO 5UP.FACE5 CLEANED U51NG ALCOHOL. 248x3/4"5D5018"
2#8x3/4"5D5@24' 6.ALL ROOF PANELS WITH 5PAN5 OF 9 FT AND 10 FT TO BE ANCHORED U51NG EITHER 4-#8x3/4"5DS(MIN.)036"o.c. for timber wall: for masonry wall:
2 #Bx3/4"SDS@t8"i I r I F 4-#8x3/4' 5D5 FASTENED UP THROUGH HEADER ARM AND INTO EACH"H",OR,1-1/4x5"LAG SCREW(MIN.)WITH 3"x3"xOY'AL PLATE/WA5HER 2-#8x3/4"5D5@12" #14x2"Hex@T 1/4"x11/2"Nail Anchors@TB
036"o.c.FASTENED DOWN THROUGH PANELS AND EMBEDDED 2"(MIN.)INTO AL HEADER SUPPORT BEAM.
7.SPACING OF#&3/4"5D5 018"IN DETAIL 113-8 MAY BE INCKEP,5ED TO 36"o.c.IF SPACING OF#12x4"LAG 036' #8x3/4"SD5@24"
t�z�� f�#8x3/4"505018 2 #8x3/4"SDS (OPT.2)IS REDUCED TO 18"o.c..
B.FOR A-FRAME RIDGE BEAM SPANS LARGER THAN 16'U5E PROPERLY SIZED GLUE LAMINATED 13EAM5 ONLY.
�- #8x3/4"5DS@12" #Bx3/4"505 9•ENCL05UKE5 WITH DIMENSIONS LARGER THAN 20'x20'AND/OR ROOF PITCHES OVER 4:12 REQUIRE CUSTOM ENGINEERING.
10.SPACE COLUMNS IN LOAD-BEARING WALLS NO FURTHER THAN 67 APART. 2-#8x3/4'SD5@18"
_ 11.SPACE FA5TENER5 AT LEAST 2 x FASTENER DIAMETER FROM ADJACENT FASTENERS AND/OR EDGES. for"H"CHANNEL for MULLION WITH #8x 3/4"SDS@18"
#&314"5D5018" —248x3/4'5D5 12.REPLACE ALL OVERDRIVEN FASTENERS. A, WITH DOOIZ/WINDOW MULLIONS DOOR/WINDOW JAMB
13.USE AAMA RATED FENESTRATION PRODUCTS PER LOCAL CODES. AND DOOR/WINDOW JAMB5
SECTION 112-F 4-#Bx3/4'5D5 14.WHERE USED,A55UME CONCRETE TO HAVE STRENGTH GREATER THAN 2,500 PSI.
SECTION 112-F 15.MITER ALL FLOOR CHANNELS AT CORNERS(OR EQUIVALENT). SECTION 113-J SECTION 113-J SECTION 113-K
(at floor level) 16.NOTCH AND PROPERLY FASTEN HEADER SUPPORT BEAM AND CORNER POST.
—248x3/4"5D5012"
-2480/4"5D5018"18.ALLOWABLE STRESS IN AL CONNECTIONS INCREASED BY 30%FOR f I'RDJECT` CONTRACTOR:
2#8x3/4"505012
" = -,
17.ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER.
1 2 #8x3l4"5DS@t 2-#8x3/4"5D5@12" WIND LOADING PER AL ASSOCIATION SPECS. end
19.WHERE REQUIRED,HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF A,� Ds `�# "V� *� ALUMINUM
2-#8x3/4"505@12" STRUCTURAL COLUMNS. IVIN ALER/MATERIALS USE ONLY. �, u' r GABLE E N CL05 U i2E
20.AUTHORIZED FOR BETTERL G DE "' �
21.ABBREVIATIONS: �4 '
AL=ALUMINUM MPH=MILES PER HOUR CONNECTION DETAIL5
CBM=CRAFTBILT MANUFACTURING o.c.=ON CENTER DRAWN B :(AJ Iu WG NO.:
2 #8x314"5DS@18"
2#8x3/4"SDS@18" DIAM=DIAMETER OPT=OPTION 90 MPH - EXPOS U(�E B
2-#8x3/4"5D5@12" EMBED=EMBEDMENT P5F=POUNDS PER 5QUARE FOOT SCALE: N v� --r : ,y U em40-cnx-90B-a
-2-#8x3/4"5D5@12" FT=FEET QTY=QUANTITY
SECTION 112-G 5ECTION 112-H H=AL-THERMAL H-STIFFENER 5D5=SELF-DRILLING SCREW I �� ' ��, DATE: / /2004
MIN=MINIMl1M TB=TOP AND BOTTOM ` ' -