23C-067 (4) 82 BLISS ST BP-2021-0144
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:23C-067 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Categry:CAR PORT BUILDING PERMIT
Permit# BP-2021-0144
Project# JS-2021-000235
Est.Cost:$3426.00
Fee: $60.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sa.ft.): 35414.28 Owner: LAFOUNTAIN DONALD
Zoning URA(100)/WSP(100)/ Applicant. LAFOUNTAIN DONALD
AT: 82 BLISS ST
Applicant Address: Phone: Insurance:
82 BLISS STS (413)586-9579 Q
FLORENCEMA01062 ISSUED ON.8/6/2020 0:00.00
TO PERFORM THE FOLLOWING WORK.-CARPORT
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Sig(nature:
FeeTvpe: Date Paid: Amount:
Building 8/6/2020 0:00:00 $60.00
212 Main Street,Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
q Zand
D
T Commonwon:sFOR
Boar of Building -
Massachusetts State Building Code, 780 CMR MUNICIPALITY
USE
Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011
One-or 7Wo-Family Dwelling
This Section or Official Use Only
Buildi5g Permit Number: f Date Applied:
8 G ZOZO
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
8.2 0l;ss S7- oc�, ►F�p. 0/o6�- .3e- -J.3C-04?-0el
1.1 a Is this an accepted street?yes_X, no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
R CwrporT `1p 3Aa 37Y.y'
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
(0&, l'3H--f-
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public 1- Private❑ Zone: _ Outside Flood Zone? Municipal Et-On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owne 'of RGecord:
2.
L01-t �.I�
rIY��IUiM 0 ,
Name(Print) City,State,ZIP
7� N(;cs ST T. yr3-3V7-"SS �on,t�r.L.�wI�LOG, :I.�•
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction❑ Existing Building❑ 1 Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. Number of Units Other ❑ Specify:
Brief Description of Proposed Work':
KV. CArc>OVIV aro 1- _-4v
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Estimated Costs:
Item icia Use Only
Labor and Materials I/
1.Building $ '3ya(�, Sl, 1. Building Permit Fee. Indicate how fee is determined: V f
2.Electrical $ ❑Standard City/Town Application Fee �q 1
❑Total Project Cost'(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ i— List:
5.Mechanical (Fire $ Total All Fees:$
Suppression)
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ 7 %4, 5Z ❑Paid in Full ❑Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL Holder
List CSL Type(see below)
No.and Street Type Description
U Unrestricted(Buildings up to 35,000 cu.R.
R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Sidin
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
H
HIC Company Name or HIC Registrant Name IC Registration Number Expiration Date
No.and Street Email address
Ci /Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... 0 No...........A
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application.
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in thispphcation is true and accurate to the best of my knowledge and understanding.
ra-4rf »!`A:b
Print Owner's or Authorized Ag nt's Name(Electronic Signature) 4 Y Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass. og v/oca Information on the Construction Supervisor License can be found at www.mass.gov/dpss
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) 31 a S4 f'^ (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of halFbaths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
City of Northampton
Massachusetts
DEPART)SW OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060 Jst
HOMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT
1, o n��,9 ��✓r �iaT �h (insert full legal name), born _ (insert month,
day,year), hereby depose and state the following:
1. 1 am seeking a building permit pursuant to the homeowners' exemption to the permit requirements of the
Massachusetts State Building Code, codified at 780 CMR 110.R5.1.3.1, in connection with a project or work on a
parcel of land to which I hold legal title.
2. I am not engaged in, and the project or work for which I am seeking the aforementioned homeowners'exemption,
does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3.
3. I qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2:
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or
is intended to be, a one-or two-family dwelling, attached or detached structures accessory to such use
and/or farm structures.A person who constructs more than one home in a two-year period shall not be
considered a home owner.
4. 1 do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for
and will abide by the Massachusetts State Building Code's requirements for the supervision of the project or work
on my parcel, 1 am not engaged in construction supervision in connection with any project or work involving
construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any
provision of the Massachusetts State Building Code.
5. If 1 engage any other person or persons for hire in connection with the aforementioned project or work on my
parcel,I acknowledge that I am required to and will act as the supervisor for said project or work.
Signed un pains and p of perjury on this H day of A v9 v 20
(Si ature)
Tar Commonweahh of Ma!tsttchusetts
_ Deportment of Industrial Accidents
KI 1 Congress Street,Suite 100
-
Boston..11.4 02114-201
�- w iltI :mase got•Adia
" 11 url:em'( mmiprn.atiun Imurance:AtTnla.it:Builder%'('nntrectors/Eimtririwnu''IMuml►er>.
!!)lie FILED N ITN"1"llk PEK�111 171G:>,l'1710K1"11_
.A►►licattt Infortuatiotl Please Print Le••i1►1.
Ni11111 mu,ant,_t ino,.,-on,w "DON�� L oFoan rt-/>•,
Acres:
City StatelZip:_F fre �G 2 11ho l ,_ 111-3-30
err iron an t'ngrkncr?('blot the apprvprame lm%.
7)pe of pruirct(required):
1.0 1 ant a curkna with craapkoyrCs(twl ami or part-tunc►.+ 7. ANc..eernstructivit
2C)1 am a sole proprickor or paries islup and hale err cnnpbyccs workme lur uw it S. C] Retnurlcling
any catocrty.INo wor"'Longo.msmamc tcquircd.I
i 9. � I]kntulinun
10 l mn a honwtiouncF akunr all wort.m%sclt_IAu worL ts'cunw_nranrurcr rm ailad.l
10p auddingaeklitxin
4.❑I am a lrmaYowtwr and%ill be hnutg wntractom W+aaadal all iwrkua my pnrpeaiy. t wti
c-t..ule that all c+aur:wk+n cithcr here vLgmkcta" 11.0 E.ectticAl mppairs or additnMts
p"rl+t teton w oh m+ctrrpk+}ec^.r.
12.[]Plumbing repdtin or aelditiorts
_io'a
am a rcrw�al esnm titer amf 1 hate hired do,sub-contrackm l sed on the attache)%lw-ct.
llwac wb-rcamuactar*Ini+:nagdaycc+and laaic wcxlcri a�uraQ.rcwtaucc"^
13 Q Riwfr�►air,
11.0 We are a canparrafitnt MA its e�+:
n utl -n ha.c raxcixtil ticr nphl of eacrtptwn per tt(:t_C. 14.❑Otho-- _
152.1I44).and%%:hair no cnapkoycc+.[So%%a k m'rxwtgr.in%taamc w4urc+l.i
*An%applicard tdt check.Inn-I must also fill out doe archon belovo ah+wine their w knk r caonilim dim Plicy i denvati+n_
I harwvwnm wio sulrrna dna at kkoN it ituhcatnatt dwy are rkxnr all oct+rk and Ihcn hire a+aMitdc connackm omM admit a tom affikLn it nncc-tummr mmelt
ontraLlim dtf[tAc&thin hoar tnuat attache)an atklottmal sikx1 ah.+a mr the nank:rot doe u not driae aortic lute
canploycca Ittlac wh-colarack+n loo:L7teloltir4.Ya.tlwy naval ptortdc day wurkcn':+•nr) 1k41e%nuttlwer.
i ant an emplegyr that is jmsvis int;worker'rimmpemation insurance for m►•empdo}ares. Belew is fbe 1ptdity and%all site
in formation_
11INL01,111CC Company Natm:
Pulicy;;or Self-ins.Lie.#: I:xptrattun Date:
.lob Site Ad mom g� l t S S S1 , (it. slate/Ill: Flo,rill"fir 0Lo(i
Attach a s of the worlcem'cum ensaltun colic,.declaration tae ♦howin•thr Colic. number t d expirstiun dente
�P. i 1 1 R (� 3. 1 la 1-
Failure to arum cu%ciag•c as required under MGL c. 152,§25A is a exnnm.al .tulatitm puuish:thk by a fate up ttr SI.5M.M11
and ter utw-ycdr ittipmunnr:nL ab well as civil penalties in the form ofa STOP WORK ORDLR and a fine of up to 5250.00 a
day agamst the violator.A copy ort his statement near be forwarded to the Office of investigatiotrs oftlw DIA ti►r insurance
coccragc verification.
I da hob►•err '.rand the trains an of peryarr that the information prenidel above is true and c orrecx
Official etre anll". Dar not orrile in this urea,to he completed hl'ri(l'or tots as o ffie iref
Cit. ur I a..it: Permit/1_icrmr A
Issuing.Autltorih Icircle erste):
1.Retard of Health 2. Building Department 3.Cit. Tom Clerk 4.Eirctrical Impecti►r S.Plumbinr Impeder
6.Other
('(mart Perwu: Phone#:
CITY OF NORTHAMPTON
SETBACK PLAN
MAP:93 C- LOT: A-;?-
LOT SIZE: • g 3 3 Ae-eq F
REAR LOT DEMENSION: I G D
REAR YARD l''��l•s
SIDE YARD SIDE YARD
K 04
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FRONT SETBACK /
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FRONTAGE_ l S
Massachusetts Interactive Property Map Page 1 of 1
Massachusetts Interactive Property Map
Details)
X
To access parcel information: ^ + 62
• Enter an address or zoom
in by using the +/-tools or
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Parcels will draw when 63
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• Click on a parcel to _ 72
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76
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From the "Layers" button you 112
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Parcel Legend: Buss Street
4 NORTHST
11 }
Full }louse Outline
address: numbers: only at
largest medium smallest
scale scales scales
100 Oft
Full Map Legend N
https://massgis.maps.arcgis.com/apps/OnePane/basicviewer/index.html?appid=47689963e7bb400796... 8/2/2020
City of Northampton
�1 LCIi�V,
Massachusetts
.+s, DEPARTMENT OF BUILDING INSPECTIONS � \^
.' 212 Main Street • Municipal Building
Northampton, MA 01060
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in: L/A 117 ►�� ypp��%"l
�� �l �/��,%LvtM�✓" r,�
Location of Facility: NO '.r4?rh-eT-vr,j V/ o
The debris will be transported by:
Name of Hauler: o► ho G,A f"O' 0n `-/a Wh f
Signature of Applicant: Date: g< `/ PRS
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DocuSign Envelope ID:35BC2F71-1775-429C-9FDI-BFBFFDCFE447
-1"1 j ORDER FORM
EB Carports Inc. Dealer Name: Mayberry Marketing
162 Reed Avenue,West Hartford,CT.06110 Dealer PH#: 877-662-9060 Ext2C
860-263-3797 07�23�20
Order submittal by E-mail to:orders.ebcarportsinc@gmaii.com Order Date:
Name: Don LaFountain Install Address: 82 Bliss Street
City: Florence state: MA Zip Code: 01062 county: Hampshire Inside City Limit? ❑Y ON
Day Phone: 413-586-9579 house Evening Phone: 413-387-5658 cell Email: don.firehawk@gmail.com
s•
12 X 26 X 12 vertical Roof ❑Boxed Eve aegular Style Certification:
WIDTH LENGTH HEIGHT Braces required for certificateon.MHA required for gr ound certification.
g Gauge Framin O 14 Ga. Included
Roof: Sides/Ends: Trim: q
12 Ga. Upgrade"
Special Notes:TR#2RJ8650936956945T for 16% ' •' • •
Down Payment •.
JIM
MInstall
•• Installation Surface Eledrici Available?
Ready for Installation: ❑Y ON GroundtyONLY CHECK IF SITE IS HEADY FOA INSTALLATION MY ON
E..:G.ourb,Concrete,etc,Is yrface Level? ❑Y ❑N NoMo TH N N M a r AooFoes TA Lotnotlevel? CustomerInitial Installer InitialQ - 0'-
- • • Building Type: Price
SEND GENERIC PLANS TO CUSTOMER
ertified for 65 psf roof snow load, 105 mph winds
1 12x26 Earth Brown Vertical roof with 12x25 base len ht $1975.00
1 12' les $450.00
1 Vertical A frame roof $600.00
1 ) Earth Brown panels $200.00
Trim is Earth Brown also
Salesman: Wayne at Ext. 204
PURCHASE AGREEMENT&TERMS (see r everse side for terms and conditions) Subtotal $3225.00
EB CARPORTS INC, reserves the right to correct any balance/pricing errors.EB Carports Inc, holds the right to TaX6.25% $201.56
repossess any buildings not paid in full upon installation.A labor cha rge will be added for any additional labor such as
cutting posts to level carports, building over objects such as RV's &moving materials to remote locations, etc... Total $3426.56
Customer responsible for pulling permits.Customer understands that all building frames are 1'shorter than roof lengths.
By signing this agreement,customer understands and agrees with all terms and conditions found on both the Down Payment $516.00
front and back of this document.
DocuBigned by: Extra Labor
�� 7/24/2020 Equip.Rental
Customer Signature: Date:
With customer p resen attf fris18R64kIn,customer will sign below to signify acceptance of unit as installed.
Balance Due $29 5b
Card Fee 2.5%
Customer Signature Date tnstallerSignature Date Card Balance Due
El Credit Card ❑ M.Order ALL ORDERS COD
Office Use: ❑Cashier Check ElOther Financed? ONO ❑Yes
N"'
'41 rl*-
LU
EB Carports Inc .
The King Of Metal Structures
ELS CARPORTS AND
METAL STRUCTURES , INC .
STANDARD ENCLOSED UNIT
DESIGN PACKAGE
i
DESIGN AND DRAFTING BY
ADAM R. TAODONIO , PE
ADAM TADDONIO ��-oF NEWy ,
�E CONN } NNDDE 9,.TAD
Q M :��= No. } „ 12232
_ :o y - "�'
N O Y E
'.. 284790 �`1'�`O 0934
��CENSE •''� , REGISTERED
s.... ••. .
���',��� PROFESSIONAL ENGINEER
ONAI (CIVIL) FESSI�N
BERT r ��,,,��tttttt„t,,,
OF t
•�' SF• 02: a�� s90 .��R. R�TADp•
No 84472 p� o� ADAM R. tiN co) .aQa Oy;y
_ TADDONIO
CIVIL
No. 54170 ;� � 7 •��
STATE OF : �JJ sZO9 9F
:O GrsTce 5008�,:
��i F •• O R l O,. �. S/pNAI EN -"",//S/Q N A Eit \\```��
ADAM R. TADD❑NIO, P,E.
49 OLD WILLIMANTIC RD,
COLUMBIA, CT 06237
DRAWN BY: ART EB CARPORTS & PE SEALS AND SIGNATURES
DATE; MAY 2018 METAL STRUCTURES, INC. SCALE: NTS
TABLE OF CONTENTS
GENERAL N❑TES PAGE 1
TYPICAL ELEVATIONS W/ HORZ. PANELS (BOX EAVE) PAGE 2
TYPICAL ELEVATIONS W/ VERT. PANELS (BOX EAVE) PAGE 3
TYPICAL ELEVATIONS (BOW FRAME) PAGE 4
VERTICAL PANEL CONNECTION DETAILS PAGE 5
INTERIOR FRAME SECTIONS (BOX EAVE) PAGE 6
INTERIOR FRAME AND SIDE FRAME SECTIONS PAGE 7
INTERIOR FRAME SECTI❑NS (BOW FRAME) PAGE 8
INTERIOR FRAME SECTIONS CONT. (BOW FRAME) PAGE 9
END WALL FRAMING ELEVATIONS (ALL TYPES) PAGE 10
SIDE WALL OPENING FRAMING DETAILS (ALL TYPES) PAGE 11
INTERIOR FRAME CORNER DETAILS (BOX EAVE) PAGE 12
INTERIOR FRAME CORNER DETAILS (BOW FRAME) PAGE 13
CONNECTION AND BASE DETAILS (ALL TYPES) PAGE 14
LEAN-TO OPTIONS UP TO 12' WIDE (BOX EAVE) PAGE 15
LEAN-T❑ OPTIONS 12' T❑ 15' WIDE (BOX EAVE) PAGE 16
LEAN-TO FRAME CORNER DETAILS (B❑X EAVE) PAGE 17
LEAN-TO OPTION (BOW FRAME) PAGE 18
CONCRETE SLAB ANCHORAGE DETAILS PAGE 19
HELICAL S❑IL ANCHORAGE DETAILS PAGE 20
DRAWN BY; ART EB CARPORTS & TABLE OF CONTENTS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE1 NTS
DESIGN PARAMETERS
- DESIGN PACKAGE INTENDED FOR ENCLOSED STRUCTURES WITH MAXIMUM WIDTH OF 30 FEET
AND MAXIMUM EAVE HEIGHT OF 14 FEET.
- DESIGN IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE.
- DESIGN L❑ADS1
DEAD LOAD = 15 PSF
LIVE LOAD = 12 PSF
GROUND SNOW LOAD = 65 PSF
MAXIMUM WIND SPEED = 105 MPH
NOMINAL WIND SPEED = 81 MPH
- LOW HAZARD RISK CATEGORY I
- WIND EXPOSURE CATEG❑RIES B OR C
MATERIAL SPECIFICATIONS
- STEEL TUBE FRAMING MEMBERS ARE 2j' x 2j' x 12 GAUGE
- STEEL CHANNEL KNEE BRACES ARE 18 GAUGE
- STEEL TUBE COLUMN REINFORCING MEMBERS ARE 2' x 2' x 14 GAUGE
- ALL WELDS ARE DONE IN FABRICATION SHOP, ONLY FIELD CONNECTIONS ARE SCREW TYPE
FASTENERS.
- ROOF AND WALL SHEATHING ARE 29 GAUGE METAL CORRUGATED PANELS
- FASTENERS ARE #12-14 x J' SELF-DRILLING FASTENER (SDF) WITH CONTROL SEAL WASHER
ON ALL EXTERIOR FACES
- MAXIMUM FASTENER SPACING SHALL BE 10' UNLESS OTHERWISE NOTED
- GROUND ANCHORAGE: SEE GROUND ANCHORAGE DETAIL SHEETS
DRAWN BY: ART EB CARPORTS & GENERAL NOTES AND SPECIFICATIONS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS I PAGE 1
LENGTH VARIES
GALV, METAL ROOF
AND WALL PANELS
(29 GA,) ATTACHED
T❑ FRAMING TUBES
H❑RIZ, PLACEMENT
6'
TYP,
WIND❑W
SIDE ELEVATION - TYPICAL
TRIM R❑LLUP D❑OR
SWINGING
D❑OR
-------------Jim .
-� 30'-0' MAXIMUM SPAN
END ELEVATION - TYPICAL
DRAWN BY: ART EB CARPORTS & TYPICAL ELEVATIONS W/ HORZ. PANELS
DATE: MAY 20i METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 2
�Y�VN � � �
��b
LENGTH VARIES
GALV, METAL R❑❑F
AND WALL PANELS
(29 GA.) H❑RIZ.
PLACEMENT
6'
TYP.
WIND❑W
SIDE ELEVATION - TYPICAL
TRIM R❑LLUP D❑❑R
SWINGING
D❑❑R
i 30'-0' MAXIMUM SPAN - - -- -
END ELEVATION - TYPICAL
DRAWN BY: ART EB CARPORTS & TYPICAL ELEVATIONS
DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTS I PAGE 4
6'
FROM
r BASE
VERTICAL FRAMING END ELEVATION 1'-18 GAUGE HATCHANNEL SPACED
AT 48' MAXIMUM
6'
FROM
EAVE 48'
6'
- FROM
BASE
VERTICAL FRAMING SIDE ELEVATION
1'-18 GAUGE HAT TYP. FASTENER,
CHANNEL PANEL TO CHANNEL
CORRUGATED PANEL
(ROOF OR WALL)
2 FASTENERS, FRAME MEMBER
CHANNEL TO FRAME
HAT CHANNEL CONNECTION DETAIL
DRAWN BY; ART EB CARPORTS & VERTICAL PANEL CONNECTION DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS I PAGE 5
U CHANNEL BRACE (18 GA.) ATTACHED
TUBE RAFTER WITH 2 FASTENERS AT EACH END
AND EACH SIDE (8 TOTAL)
2' 12
Q3
SEE CORNER
DETAIL 1
X LD
aw
oz
I �
V'J
�o
SEE BASE DETAIL 1
FINISH GRADE
12' MAX SPAN FRAME SECTION
TUBE RAFTER TIE
SHOP WELDED SHOP WELDED
12
Q3
-F 0-
4'-0' FOR 12'-20' SPAN
6'-0' FOR 20'-24' SPAN
SEE CORNER
DETAIL 2
X�
�S
oZ
1 �
�J
U
SEE BASE DETAIL 1
FINISH GRADE
12' - 24' SPAN FRAME SECTION
DRAWN BY; ART EB CARPORTS & INTERIOR FRAME SECTIONS
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE ISCALE: NTS I PAGE 6
VERTICAL TUBE BRACE
SHOP WELDED (TYP.)
SHOP WELDED 12
Q3
SEE CORNER 16'-0' FOR 26' SPAN
DETAIL 2 18'-0' FOR 28' SPAN
20'-0' FOR 30' SPAN
LO
.2
m_
oZ
I �
d'J
�o
SEE BASE DETAIL i
FINISH GRADE
26' - 30' SPAN FRAME SECTION
--- STRUCTURE LENGTH VARIES -
48' MAXIMUM
SPACING
X�
O Z
I �
V'J
U
SEE BASE DETAIL 2 TUBE BOTTOM RAIL
TYPICAL SIDE FRAMING ELEVATION (ALL SPANS) FINISH GRADE
DRAWN BY: ART EB CARPORTS & INTERIOR AND SIDE FRAME SECTIONS
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE ISCALE: NTS I PAGE 7
U CHANNEL BRACE (18 GA.) ATTACHED
TUBE RAFTER WITH 2 FASTENERS AT EACH END
AND EACH SIDE (8 TOTAL)
2, l 12
f Q3
SEE CORNER
~ DETAIL 3
XLD
�_
oz
I �
dJ
,p
U
SEE BASE DETAIL 1
FINISH GRADE
12' MAX SPAN FRAME SECTION
TUBE RAFTER TIE
SHOP WELDED SHOP WELDED
12
Q3
4'-0' FOR 12'-20' SPAN
6'-0' FOR 20'-24' SPAN
= SEE CORNER
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SEE BASE DETAIL 1
FINISH GRADE
12' - 24' SPAN FRAME SECTION
DRAWN BY; ART EB CARPORTS & INTERIOR FRAME SECTIONS
DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTSPAGE 8
VERTICAL TUBE BRACE
SHOP WELDED (TYP.)
SHOP WELDED
12
Q3
1 -F �..
SEE CORNER 16'-0' FOR 26' SPAN
DETAIL 4 18'-0' FOR 28' SPAN
F- 20'-0' FOR 30' SPAN
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SEE BASE DETAIL 1
FINISH GRADE
26' - 30' SPAN FRAME SECTION
DRAWN BY: ART EB CARPORTS & INTERIOR FRAME SECTIONS
DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME ISCALE: NTS I PAGE 9
VERTICAL SEE CONNECTI❑N
TUBE MEMBERS DETAIL 1
48' TYP,
SPACING
SEE BASE SEE CONNECTI❑N
DETAIL 2 DETAIL 1
REAR WALL FRAMING ELEVATION
DETAILS APPLY
FOR B❑X EAVE 2' x 2' x 2' (14 GAUGE)
OR B❑W FRAME ANGLE CLIP WITH 2 FASTENERS
STRUCTURE TYPES IN EACH LEG, 4 TOTAL.
SEE C❑NNECTI❑N
DETAIL 2
R❑LLUP DOOR
20'-0' MAXIMUM
(NO STRUCTURAL HEADER)
USE 6' WELDED SLEEVE
CONNECTION AT ANY
WALL OPENING FRAMING
MEMBERS
TUBE BASE RAIL FULL PERIMETER DOORWAY
EXCEPT AT R❑LLUP D❑OR OPENING
FRONT WALL FRAMING ELEVATION
DRAWN BY: ART EB CARPORTS & END WALL FRAMING ELEVATIONS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 10
EXTEND HEADER T❑ CLOSEST FRAME COLUMNS
AND ADD EXTRA COLUMNS T❑ CREATE
CLEAR OPENING AS SHOWN TYPICAL WINDOW FRAMING
HEADER TUBES (NON STRUCTURAL)
ARE SHOP WELDED
2 LAYER TUBE
HEADER FOR
OPENING UP T❑
10',
3 LAYER HEADER
FOR OPENING
10' TO 12'
12' MAX. OPENING
ROLLUP DOOR DOORWAY, FRAME SIMILAR TO
END WALL DOORWAY OPENING
SIDE WALL OPENING FRAMING ELEVATION
2 FASTENERS EACH
SIDE, 4 TOTAL
6' MIN, CONNECTION
SLEEVE SHOP WELDED T❑
TUBE HEADER
TRIPLE HEADER CONNECTION DETAIL
DRAWN BY: ART EB CARPORTS & SIDE WALL OPENING FRAMING DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 11
18 GAUGE U CHANNEL
KNEE BRACE
45'
36'
2 FASTENERS EACH
SIDE, 4 TOTAL
6' MIN. CONNECTION
SLEEVE SHOP WELDED T❑
TUBE RAFTER
2 FASTENERS AT EACH
END, EACH SIDE, 8 TOTAL
INTERIOR FRAME CORNER DETAIL 1
18 GAUGE U CHANNEL
KNEE BRACE
45'
100,
36'
2 FASTENERS EACH
SIDE, 4 TOTAL
6' MIN. CONNECTION
SLEEVE SH❑P WELDED T❑
TUBE RAFTER
2 FASTENERS AT EACH 48' L❑NG, 2' x 2' x 14 GAUGE INTERIOR
END, EACH SIDE, 8 TOTAL TUBE REINFORCEMENT AT TOP, FASTENERS
ALONG EACH SIDE AT 12' SPACING
INTERIOR FRAME CORNER DETAIL 2
DRAWN BY: ART EB CARPORTS & INTERIOR FRAME CORNER DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE ISCALE: NTS I PAGE 12
18 GAUGE U CHANNEL
KNEE BRACE
BOW FRAME RAFTER
WITH 9' RADIUS
45`
I
36'
2 FASTENERS MEMBER,
EACH SIDE, 8 TOTAL
6' MIN. CONNECTION
SLEEVE INSIDE RAFTER
END AND COLUMN TOP
2 FASTENERS AT EACH
END, EACH SIDE, 8 TOTAL
INTERIOR FRAME CORNER DETAIL 3
18 GAUGE U CHANNEL
BOW FRAME RAFTER KNEE BRACE
WITH 9' RADIUS
45'
36'
2 FASTENERS MEMBER,
EACH SIDE, 8 TOTAL
6' MIN. CONNECTION
SLEEVE INSIDE RAFTER
END AND COLUMN TOP
2 FASTENERS AT EACH 48' LONG, 2' x 2' x 14 GAUGE INTERIOR
END, EACH SIDE, 8 TOTAL TUBE REINFORCEMENT AT TOP, FASTENERS
ALONG EACH SIDE AT 12' SPACING
INTERIOR FRAME CORNER DETAIL 4
DRAWN BY: ART EB CARPORTS & INTERIOR FRAME CORNER DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. BOW FRAME SCALE: NTS I PAGE 13
2' x 2' x 2' (14 GAUGE)
TUBE RAFTER CLIP ANGLE WITH 2 FASTENERS
IN EACH LEG, 4 TOTAL, HORZ, TUBE
FOR OPENING
BASE TUBE
CONNECTION DETAIL 1 CONNECTION DETAIL 2
6' MIN, C❑NNECTI❑N
SLEEVE SHOP WELDED CLIP ANGLE
BASE TUBE
2 FASTENERS EACH
SIDE, 4 TOTAL
BASE DETAIL 1 BASE DETAIL 2
DRAWN BY: ART EB CARPORTS & CONNECTION AND BASE DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS PAGE 14
SEE LEAN-T❑
CORNER DETAIL 1
SINGLE TUBE RAFTER
SIMILAR T❑
CORNER DETAIL 1
SEE BASE
DETAIL 1
RAFTER EXTENSION OPTION
SEE LEAN-TO
CORNER DETAIL 2
SINGLE TUBE RAFTER
SIMILAR T❑
CORNER DETAIL 1
SEE BASE
DETAIL 1
-� LEAN-TO UP T❑ 12'
COLUMN CONNECTION OPTION
DRAWN BY: ART EB CARPORTS & LEAN-TO FRAMING OPTION UP TO 12 FT
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE ISCALE: NTS I PAGE 15
SEE LEAN-T❑
DOUBLE TUBE RAFTER CORNER DETAIL i
SHOP WELDED TOGETHER
SIMILAR TO
CORNER DETAIL 1
SEE BASE
DETAIL 1
-� LEAN-T❑ 12' T❑ 15'
RAFTER EXTENSION OPTION
SEE LEAN-TO
C❑RNER DETAIL 2
D❑UBLE TUBE RAFTER
SH❑P WELDED TOGETHER
SIMILAR T❑
CORNER DETAIL 1
SEE BASE
DETAIL 1
LEAN-T❑ 12' T❑ 15'
COLUMN CONNECTION OPTION
DRAWN BY: ART EB CARPORTS & LEAN-TO FRAMING OPTION 12FT- 15FT
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS PAGE 16
12' MIN, CONNECTION
SLEEVE INSIDE END
OF RAFTER AND TOP
TUBE ❑F LEAN T❑ RAFTER
4 FASTENERS EACH
SIDE, 8 TOTAL
2' x 2' x 2' (14 GAUGE)
CLIP ANGLE WITH 2 FASTENERS
IN EACH LEG, 4 TOTAL.
(ONLY FOR 12' T❑ 15' ❑PTI❑N)
LEAN-TO CORNER DETAIL 1
2 FASTENERS EACH
SIDE, 4 TOTAL
6' MIN, CONNECTION
SLEEVE SHOP WELDED T❑
TUBE COLUMN
2' x 2' x 2' (14 GAUGE)
CLIP ANGLE WITH 2 FASTENERS
IN EACH LEG, 4 TOTAL,
(ONLY FOR 12' T❑ 15' OPTION)
LEAN-TO CORNER DETAIL 2
DRAWN BY: ART EB CARPORTS & LEAN-TO FRAME CORNER DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. BOX EAVE SCALE: NTS I PAGE 17
SEE LEAN-TO
CORNER DETAIL
BELOW
SINGLE TUBE RAFTER FOR
SPAN UP TO 12',
DOUBLE TUBE RAFTER
(SH❑P WELDED) FOR SPANS
OF 12' T❑ 15'
SIMILAR T❑
CORNER DETAIL 1
SEE BASE
DETAIL 1
LEAN-TO UP T❑ 15'
COLUMN CONNECTION OPTION
2 FASTENERS EACH
SIDE, 4 TOTAL
6' MIN. CONNECTI❑N
SLEEVE SH❑P WELDED T❑
TUBE COLUMN
2' x 2' x 2' (14 GAUGE)
CLIP ANGLE WITH 2 FASTENERS
IN EACH LEG, 4 TOTAL.
(ONLY FOR 12' T❑ 15' ❑PTI❑N)
LEAN—TO CORNER DETAIL
DRAWN BY. ART EB CARPORTS & LEAN—TO FRAMING OPTIONS
DATE: MAY 201s METAL STRUCTURES, INC. BOW FRAME I SCALE: NTS I PAGE 18
VERTICAL TUBE
FRAME MEMBER
6' MAX. BASE PERIMETER TUBE
DISTANCE
FR❑M VERTICAL
MEMBER
a a
d
FOUNDATION SLAB
6' MINIMUM THICKNESS (BY OTHERS)
SLAB REQUIRED
�' DIA. X 6j' LONG CONCRETE
WEDGE ANCHOR WITH MIN. EMBEDMENT
OF 3J' INTO CONCRETE
SLAB ANCHORAGE DETAIL
DRAWN BY, ART EB CARPORTS & CONCRETE ANCHORAGE DETAILS
DATE1 MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE; NTS I PAGE 19
VERTICAL TUBE
FRAME MEMBER
BASE PERIMETER TUBE
BOLT INSTALLED IN
EYE OF ANCHOR
�' DIAMETER THROUGH
GROUND BOLT WITH WASHER
SEE NOTES. AND NUT ❑N EACH END
HELICAL ANCHOR INSTALLED
WITHIN 6' OF EACH P❑ST
SEE N❑TES.
HELICAL GROUND ANCHOR DETAIL
SOIL TYPE ANCHOR REQUIRMENT
VERY DENSE SOIL (SAND, GRAVEL), TWO-4' DIA. WITH 30' EMBED. OR
PRELOADED FILL, GLACIAL TILL ❑NE-6' DIA. WITH 48' EMBED.
MEDIUM DENSE SOIL (SAND, GRAVEL) TW❑-4' DIA. WITH 30' EMBED. ❑R
❑NE-6' DIA. WITH 48' EMBED.
L❑OSE T❑ MEDIUM DENSE SOIL (SILT, SAND), TWO-4' DIA. WITH 30' EMBED, OR
UNCOMPACTED FILL, FIRM CLAY ❑NE-6' DIA. WITH 48' EMBED.
LOOSE TO MEDIUM DENSE SAND, TWO-6' DIA. WITH 48' EMBED.
UNCOMPACTED FILL, FIRM CLAY
VERY LOOSE SOIL, STIFF CLAY TWO-8' DIA. WITH 60' EMBED.
DRAWN BY: ART EB CARPORTS & HELICAL SOIL ANCHORAGE DETAILS
DATE: MAY 2018 METAL STRUCTURES, INC. ALL TYPES SCALE: NTS I PAGE 20