HomeMy WebLinkAbout167 PINE KNOB DR APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
AP PR 1540 SULLIVAN AVENUE Bldg:Permit#
C7_ 1 644-2511_ext. 230
Date Building Inspec ,
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$I,000=$15.00
Over$1,000= Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt:No.
APPLICANT � ' �- L_-
APPLICANT ADDRESS
gSZszQ d �1 6
APPLICANT'S PHONE:# _ <D ley 2
OWN S OWNER �-'�.L �` C V1 C
® "t -44 OWNER ADDRESS
O OWNER PHONE 7 f' 03-5-7
C ESTIMATED COST$ 1-so
a U IS THIS A CONTRACT COST? Yes No
FEE ENCLOSED$.
TYPE OF JOB: 3�G�
dSOR•C0� Nqw Installation
Alteration Addition/Repair
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
r103. ASSEMBL'Y
IDENTIAL CURRENT USE AND OCCUPANCY S k.D
SINESS
FUTURE USE AND OCCUPANCI'CATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE.
❑ FACTORY
O STORAGE ADDRESS
❑ GARAGE
❑ rDMD USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD.
SIZE OF SERVICE <':\—� SIZE OF MAIN CONDUCTORS. Z
NUMBERS OF METERS ` NUMBERS.OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
-NUMBER OF SWITCHES. NUMBER OF OUTLETS
NUMBER OF'LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER'OF A/C CIRCUITS �—
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
60
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK.DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK �-
C�
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE
Electric # APPLICATION FOR BUILPIN9 PERMIT
Plumbing#
HVAC# 147 PIn c_ Knoh 2ii Date: /
.5zprinkler# 170 O)(,0 3 Estimated Cost $ /5/ 000
FINAL APP V,4
Building `� _ COMPLETE RED BOXED AREAS Occupancy Fee $
Engineerin TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit
Appr.forCO. SIGN ON REVERSE SIDE t 210
Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT
(Additional Cost) $tt 12 Z.7
The undersigned hereby applies to do work according to the following:
Applicant o�cJ Location of Work l0 drz _LotNo.
Applicant's Address # S-6 d
Town_ !�!'rf�'y1/ , _ Zip 0&049�d Lic.# 66 35 7/0
Owner , lfldianL o2/;,gZ Architect
Owner's Address &I yr2164f: 4KAII4 6?,C Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st F1. 2nd A. 3rd Fl. __ Total New Area
Purpose of this permit ec,,: t, � s-, G., / ���¢sE w ✓1iDd✓S
9300 "� g7e)d -
City Water J Well Septic System J Sewer 0 261-1 vU'3q
Ins: HO SP Area Basement Garage
Approved by Date ► Use Group Construction Type
Revised 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
' INSPECTION FIELD SHEET 05/17/17
Printed by Foreshaw, Dayshell 08 56 03
INSPECTION: 94246 FINAL PERMIT: -
STATUS
APPLICATION: 201700397
LOC: 167 PINE KNOB DRIVE
SOUTH WINDSOR
PROPERTY ID: 72000167
OWNER: NICHOLS PHILIP
CONTRACTOR:
REQUEST BY:
PROJ DESC: REPLACE SIDING AND WINDOWS
WORK ORDER:
INSPECTOR: DOUG 1 RESULT: :"' PASS
REQUESTED: 05/05/17 PRIORITY: `
SCHEDULED: 05/09/17 AM COMPLETED: 05/09/17j
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
a
M _ �
APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230
DEPARTMENT DECISION PERMIT NUMBER:
APPLICATION IS HEREBY:
APPROVED: BLDG.PERMIT ER:
DATE INSPECTOR
LOCATION OF WORK:
APPLICANT: OWNER: TYPE OF STRUCTURE:
^� o NEW BUILDING
NAME:._t�JJ'M l� ��) )� NAME: r7 I /�G JL 1 IGZ \o/ADDITION
PHONE NUMBER�>j101 3 l Z� PHONE NUMBER: t�EMSTING BUILDING
ADDRESS: ��J JCe ADDRESS: l�� l`���p'_ Y,�''�C�1b Dr
, `
C.'i" ` , TYPE OF USE:
O�J-Iy �IRFSIDENTIAL oCOW*IERCIAL
ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION: 7��I G l n'�\1 cA\Cj-7 or ) � c'C��-4�
SIZE OF SERVICE: YKX�y >T G r -)�VS
SIZE OF MAIN SERVICE:
NUMBER OF METERS:
NUMBER OF PANELS: c
j
NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S �"'�t
NUMBER OF SWITCHES:
NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S 2 v•v v
NUMBER OF A/C CIRCUITS:
FEE SCHEDULE:SIS PER S1,000 OF THE ESTIMATED COST.
NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT
IS S1.00 OVER. (16 CENT EDUCATIONAL FEE INCLUDED AS
NUMBER OF OUTLETS: PART OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL
ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.: G 12 U TYPE: I STATE:
SIGNATURE OF APPLICANT: DATE: CI
dal b1Z �.3
APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230
DEPARTMENT DECISION PERMIT NUMBER:
APPLICATION IS HEREBY:
APPROVED: BLDG.PERMIT NUMB R:
DATE INSPECTOR
LOCATION OF WORK: l G Jc
l Q Vie
APPLICANT: OWNER: TYPE OF STRUCTURE:
bj�
❑NEW BUILDING
GCr IQ�I JC NAME:J�[� z, ❑ DITION
PHONE E V' PHONE NUMBER 7EXISTING BUILDING
ADDRESS: v 114 S: f b r
I I TYPE OF USE:
RESIDENTIAL o COMMERCIAL
Q� �Pl (f ckv�K Celk
HVAC IN RMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: TREATING A/C
HEATING:
TOTAL HEAT LOSS(BTUH) I�'F (HEAT LOSS SHEET REQUIRED)
TE ALL HEATING (IN UDE AND MOD NO.):
��J a�or
O ESTIMATED COST:I I
p AIR CONDITIONING: n
DESIGN TEMP:OUTSIDIS 'F`�INSIDE7°F DIFFERENCE 1° FEE ENCLOSED-S I v
TOTAL HEAT GAIN(BTU 45 O� V(HEAT GAIN SHEET REQUIRED)
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:SIS PER rr
OF THE ESTEHATED COST.
yn :ZA O O ROUND UP T THE NEXT THOUSAND SUSAND ONCE THE PROJECT IS
SI.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND
STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK
CONTRACTORS LICENSE NO.: o3 I E: STATE:
w 7 /
i
SIGNATURE OF APPLICANT: DATE:��✓� ` O6
V
S .-
5 �
APPLICATION FOR ELECTRICAL PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230
;7R
DEPARTMENT DECISION BER:
APPLICATION IS HEREBY:
APPROVED: BLDG.PERMIT NUMBER:
DATE INSPECTOR
LOCATION OF WORK: 2 r� al J2 5oAZ
APPLICANT: OWNER: TYPE OF STRUCTURE:
o NEW BUILDING
NAME: N`4-•fir.iE l I A-Z NAME: e�c�,� / } ��••n I �' Z ❑ADDITION
PHONE NUMBER: PHONE NUMBER ���I-v4�aS"���U o OUSTING BUILDING
ADDRESS: P:nt ADDRESS: �6� �'✓�t s-rt��o -Nz-je
TYPE OF USE:
❑RESIDENTIAL o COMMERCIAL
ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION: Wire- rie uJ C
Qg>o
SIZE OF SERVICE: w iQ f' - e Et!Jf -Aq 7�e4A .
SIZE OF MAIN SERVICE:
NUMBER OF METERS:
NUMBER OF PANELS: 22
NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S 'J
NUMBER OF SWITCHES: 1
NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S
NUMBER OF A/C CIRCUITS: V
FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST.
NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT
IS$1.00 OVER. (16 CENT EDUCATIONAL FEE INCLUDED AS
NUMBER OF OUTLETS: PART OF THE PERMIT FEE)
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL
ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
CONTRACTOR
SIGNATURE OF APPLICANT DATE:
l `J
It
7W
J
r-.
o I
00. t �
2,7
�
t
�- -_- GO) UL
N
Planimen,c data provided by sec under coonact and is based o„.
onauaalnightperformed in spring of 2005.Coonnuous +
_ 16 7 Pine Knob D r apdmes compined with As buih nfo ration and Stem oCCT
W aerial flight in 2016.This reap n a graphial reprarntation of
eri
1 inch — 20 feet pmpmy information and o subjml to change The Town of South
N'mdsor end SBC assun,c no legal responsibility Cor infornanon !
South Windsor
Building Department
•U I.A .,uth ..n,.
rbls CertiHru r•. ,,I..n and specifications ere tr,
copies of the prnp,s• t hnilnine or alterationa to a
erected at
together with to •I.•U•d In application one
filed with pl,n t Comply with all zoning
Building and m , h s',ch orders as shall 4w
Issued by the ::..,w _ ,irt,—nt during pendent)
Of this application w.a anal issuance of a building
permit.
X Signed A,�
—
rhis plan Is approve subi�he ecndition thw
orders and ordinances regulating budding shall br
complied Mtth
Conditionally Approved These filed wltA
9ulld g Inspector ��/►//��Clar�/
��:3
VIZ6
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# ��ii�y 11 // n nn
-I Ifni Date:
HVAC# 1 1�/l.l`���✓ �➢ Il l�' G
Sprinkler# Estimated Cost $ 3 -7 0 ci-)
FINAL APPROVALS Permit Fee $
Building COMPLETE RED BOXED AREAS Occupancy Fee $
Engineering -_- TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit — ► SIGN ON REVERSE SIDE
Appr.forCO. Total Fee $ 2
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following: Cr- I-)b
Applicant Location of Work W-) 0 Lot No.
Applicant's Address 1 v Tel # Z03�G►3-)2`1
Town cv e: n w-e- Zip Q)bL�IC-) Lic.#
Owner G)�(-->AG-)CJ� b)C4 Z Architect
Owner's Address 1(0�-Pne- 6-X)ID -[)I- Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit rlSi�1C l CYO I�S �''CUC ✓1'C.L� I Sv I G r
City Water J Well J Septic System J Sewer J
Ins: HO SP Area Basement Garage
Approved by Date _ Use Group Construction TT�1
,\ V Oj [J or Z - - --Revised 1108 J
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in whicMisb g and its use is allowed.
S
I hereby apply for a Certifiign Occupancy for work described in this application for the permit.
Signed
NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 04/19/22
Printed by Middleton, Morgan 11 53 44
INSPECTION: 106881 FINAL PERMIT:
STATUS
APPLICATION: 201801293
LOC: 167 PINE KNOB DRIVE
SOUTH WINDSOR
PROPERTY ID: 72000167
OWNER: DIAZ ALEXANDER & JENNY
CONTRACTOR:
REQUEST BY:
PROD DESC: INSTALLATION OF 18 ROOF TOP MOUNTED SOLAR PANELS
WORK ORDER:
INSPECTOR: ROSE RESULT: PASS
REQUESTED: 09/19/18 PRIORITY:
SCHEDULED: 09/19/18 COMPLETED: 09/19/18
UNPAID FEES: .00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
09/19/18 ROSE PENDING E010 ELECTRIC FINAL
FIELD CHANGE NOT CONSISTENT WITH SUBMITTAL.
AS PER CONTR. ENG TO REVIEW AS BUILT.
10/04/18 ROSE PASS E010 ELECTRIC FINAL
RELEASED TO EVERSOURCE
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# a� Date: U
Sprinkler# Estimated Cost $
FINAL APPROVALS
Permit Fee $
Building _ COMPLETE RED BOXED AREAS Occupanc; fee $
Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $
Appr.forCO. SIGN ON REVERSE SIDE t
Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following: CAW
Applicant_ t. Location of Work l b-1- -n b Lot No.
Applicant's Address J&? P, 17e Kn pb �r�✓e Tel #
Town '�,��� W,,,I r, LT Zip 0(00?y Lic.#
Owner ZtAO Die-2 Architect
Owner's A'�ddress 16'4 ?-e .�017 -[r< Architect's Address
�v "JJ^ bi"Io(. CT Zip (. c,0-44 Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit �Io JC.�O� $1L.ea lrjy �{�t �Q;Q�} tboA� .a1
tk ,j( Ioc ol" o•� 4lAJGI 5fon�.
City Water J Well J Septic System J Sewer J
Ins: HOt4;��- . Area Basement Garage
Approved by Date Use Group Construcyt�� g R d 8/
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in whi h this bu ding and its use is allowed.
Signed i,
A.
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
TABLE OF CONTENTS
MATERIALLIST....................................................................................................................................... 4
PARTSDETAILS...................................................................................................................................... 6
OVERVIEW AND DIMENSIONS............................................................................................................ 7
PREPARATION AND GROUND BREAKING........................................................................................ 8
BUILDINGFOUNDATION...................................................................................................................... 9
FLOORINSTALLATION......................................................................................................................... 12
JOINING LUMBERS END-TO-END....................................................................................................... 13
BUILDING FRONT WALL, WINDOWS AND DOOR........................................................................... 15
BUILDING RIGHT WALL AND GARAGE DOOR................................................................................. 19
BUILDINGLEFT WALL.......................................................................................................................... 25
BUILDINGBACK WALL........................................................................................................................ 27
INSTALLING SHED WALL.................................................................................................................... 29
SECURING WALL FRAMES................................................................................................................. 30
BUILDINGROOF RAFTERS.......................................................................=..................................... 31
ASSEMBLING ROOF SECTION............................................................................................................ 35
INSTALLING ROOF EXTERIOR SIDING.............................................................................................. 37
ATTACHING ROOF OSI3 SHEET......................................................................................................... 38
ATTACHINGROOFING FELT.............................................................................................................. 39
INSTALLINGSHINGLES....................................................................................................................... 40
INSTALLINGTRIMS............................................................................................................................... 41
INSTALLINGFASCIA BOARDS........................................................................................................... 42
ATTACHINGSOFFIT............................................................................................................................ 43
FINISHINGTOUCHES.......................................................................................................................... 44
SNOWLOAD CALCULATION.............................................................................................................. 45
Roof Qty. Size
2x4 (Rafters) 24 10'
1x6 Fascia 2 21'
1x6 Fascia 4 9' 6 3/4"
7/16 OSB for roof sheathing 14 4' x 8'
5/8" T1-11 Exterior Siding 4 4' x 8'
2x6 Ridgeboard 1 20' 11"
2x4 Center Gable Stud 2 441/2"
2x4 Overhang Blocks 28 4"
Trim Qty. Size
1x2 (Lumber) 4 8' 1 3/4"
1x2 (Lumber) 4 T 11 3/4"
Hardware Qty. Size
Prefabricated Window 2 3' x3'
1/2" Plywood (Soffit) 2 251" x 6 7/10"
1/2" Plywood (Soffit) 4 108" x 51/2"
Roofing Felt
Three Tab Asphalt Shingles 100 Approx 40" x 13"
Double Door and Single Door 1 each
2" Galvanized Finishing Nails 1 or 2 Ibs
1.25" Galvanized Finishing Nails 1 or 2 Ibs
3.5" Galvanized Nails 1 or 2 Ibs
6" Bolts 28
Corner Brace 4
1" Wood Screws 8
6" Nails 1 or 21bs
Roof Edge Cap 3 10'
1" Plastic Round Cap Roofing Nail 1 Ibs
Wood Glue (Gorilla Brand Recommended) 1 18 oz
16'x2O' GABLE SHED MATERIAL LIST
Since lumber can be purchased in different sizes the shopping list will vary. Study the cut list on the guide to determine
what material is best suited for you. Below is a shopping list you can use or make changes as required.
Foundation Oty. Size
Pressure-Treated 2x6(Band) 2 20'
Pressure-Treated 2x6 (Joist) 15 151911
Pressure-Treated 4x4(Skid) 5 20'
3/4" Tongue and Groove Plywood (Floor Decking) 12 4 x 8"
Front/Back Wall Oty. Size
2x4 (Plate) 6 20'
2x4 (Wall Stud) 30 71611
2x4 (Cripple Stud) 5 91/2"
2x4 (Cripple Stud) 10 91/2"
2x4 (Header) 3 52"
2x2 (Header) 2 52"
5/8" T1-11 Exterior Siding 10 4 x 8"
Door - Single and Garage Oty. Size
Door Hinges 9
Door Handles and Lock 2
1x4 Trim 2 6'
1x4 Trim 10 8'
1x4 Trim 4 6'
1A Trim 4 4'
1A Trim 1 10'
Left/Right Wall Oty. Size
Y
2x4 (Wall Stud) 23 71611
2x4 (Plate) 6 16'
2x4 (Cripple Stud) 9 411
2x4 (Trimmer Stud) 2 6' 10"
SUMMARY
DESCRIPTION ADDITIONAL INFORMATION
Shed Type: Storage
Roof Shape: Gable
Depth ft): 16'
Width( ft.): 20'
Depth (in.): 192"
Height (in.): 154 3/4"
Width (in.): 240"
Exact Depth x Width: 16' 1" x 24'
Sidewall Height (in.): 941/2"
Number of Doors: 2
Door Type: Single and Double
Door Opening Height (in.): 761/2" and 82
Door Opening Width (in.): 36" and 108"
Door Opening Height (ft.): 6' 41/2" and 6' 10"
Floor Options: 0.75" Tongue and Groove Plywood
Number of Windows: 2
Recommend Roofing Material: 7/16 OSB Sheet Board
MATERIAL AND PARTS DETAILS
In this illustration you can see how the different sections of the shed come together. Keep this sheet handy to help
you visualize your shed throughout the build.
Roofing Felt
T1-11 Exterior
Double
1.5x3.5 Header Siding
lowr E.
y
1x4 Trim I
i'
12111111111111111111110
v� r
1
I
Pressure-Treated
3.5x3.5 Skid Pressure-Treated 1.5x3.5 Wall Stud
1.5x5.5 Floor
Band
OVERVIEW AND DIMENSIONS
16'x24' Gable Shed
The simple to follow instructions makes building
this shed effortless. Instructions for door,window
F_ and installing shingles also included. You can
paint your shed how you like. We will start by
buildingthe foundation first before moving onto
9
the walls. The most time-intensive part of this
build is building the roof, however all aspects of
`a Y
this build are straightforward with this shed plan.
Side View
The right side of the 16'x20' gable shed is home 12110 3/4"
to a 6' 10" high and 9'wide garage door.The
front of the shed measures 16'1"wide.The total
height of this shed is 12'10 3/4"
i
Front View
- The front side of the shed is home to a door and
two windows for natural light. The door
1 measures 3'wide and 6'4 1/2"tall. The length of
the shed measured from the trim is 20'1"while
the length of the shed measured from the roof
including overhang is 21'.
s0'1^
PREPARATION AND GROUND BREAKING
1.1 To make the shed foundation for 16x20 shed,we will start by cleaning the area of the garden where you want to
place your shed. Check Figure 1.1 below for reference.
Figure 1.1
1.2 Wxt step is to locate five 20 feet 4x4 skids with a total distance of 16 feet in width.The gap between skids
will be 3 feet 7 3/5 inches.
1.3 After locating the skids, now dig skid beds with the help of shovel. See illustration below for demonstration.
3'73/5" 3'73/ " 3'73/5" 3'73/ "
Shovel
L t
Y
� y
Dlgged Sand
Ski Bed
Figure 1.2
i<.
F
BUILDING FOUNDATION
2.1 After digging the skid beds,next step is to place 4x4 skids into the skid beds.You might have to repeat the
digging process several times so that your skid gets properly placed and adjusted into the skid beds.All five skids
should be in parallel level with each other.
See illustration below for demonstration.
4x4 Skid Placed into skid bed
'� : ,pax+ f"' '�-'" �;►�`.
s
- s
r
This is an illustration of the pressure treated 4x4 floor skid you will be using for the foundation. Print this out and
take it to your local hardware store to get the exact match or build it on your own.
Pressure-treated
3.5x3.5 Floor Skid
inch �1��
2 3
4 5 6 7 8 9 1�
BUILDING FOUNDATION
2.1 After digging the skid beds,next step is to place 44 skids into the skid beds.You might have to repeat the
digging process several times so that your skid gets properly placed and adjusted into the skid beds. All five skids
should be in parallel level with each other.
See illustration below for demonstration.
4x4 Skid Placed into skid bed
This is an illustration of the pressure treated 4x4 floor skid you will be using for the foundation. Print this out and
take it to your local hardware store to get the exact match or build it on your own.
Pressure-treated
3.5x3.5 Floor Skid
1 2
3 4- S 6
BUILDING FOUNDATION
2.2 I\bw after placing 4x4 skids into the skids bed, it is time to cut two 2x6 pressure-treated 20 feet flood bands.
Next mark the areas on floor bands with pencil. Those areas are where you will have to nail each band with floor
joists in further process. Mark the areas with a gap of 15 1/2 inches between each other.
See illustration below for more details.
Mark areas like this
51/2"
i
10
a
20'
2x6 Peassure-treated
Band
2.3 Next stepin this process is to lace the marked 2x6 floor band onto the 4x4 skids like show below in
P P
illustration. Now with the help of driller, drill the 6 inch holes right through the floor band and into the 4x4 skids.
2.4 Screw 6 inch bolts into the drilled holes between marked areas.
See illustration below for more details.
6 inch holes right through Screw 6 inch bolts into
floor band and Into the skids drilled holes
1 -
r
_...,�y�� • - " � gyp' :^� I,�+..�
„yr"'.y,,"e �. -•ter+ � ; '.a� st.`-a.,R„^--
f
BUILDING FOUNDATION
This is the last step in shed foundation building process, after installing 2x6 floor bands with 4x4 skids, it is time
to attach and install 2x6 pressure-treated floor joists to complete the foundation.
2.5 Take and cut a 16 feet 2x6 lumber into a 15 feet 9 inches floor joist. Repeat the process to make seventeen
floor joists like this.
2.6 After that take these floorjoists and place them between the floor bands and onto the 4x4 skids. Now nail
3.5" galvanized nails right through the floor band and into floor joists. Nail in the areas where green dots are
shown. You will have to nail around sixty 3.5" galvanized nails to attach the floor band and floor joists properly
and firmly.
Check illustration below for demonstration.
Nail 3.6 galvanized nails through 2x6 Pressure-treated
floor band and Into floor Joists floor joists
2x6 Pressure treated Floor
Band
IF
2x6 Pressure Treated 2x6 Pressure Treated
Floor Joist Floor Band
4x4 Pressure treated
Skid
+'WJWAW1WWWM
,ter Am�imm r r:
r ,
i
15
n AW AM AM AM
9 I
J rA AM
/27A0LI12" 51/2" 151/2" 15112" 151/2" 151/2" 151/2" 151/2" 151/2" 4151/2" ,151/2 151/ 151/
20'
FLOOR INSTALLATION
3.1 Measure,cut and install 0.74" inch tongue and groove plywood.
3.2 Cut four 4 feet by 7 feet 2 inch,four 4 feet by 7 feet 1 inch and four 4 feet by 5 feet 9 inch pieces of 0.74"
inch tongue and groove plywood.
3.3 Now nail the 2" nails all around the edge of the tongue and groove plywood and also in between the space
where floorjoists lie under, mark the area with pencil where floorjoist and rim joists lie under.Around one hundred 2"
nails will be used to fix all the plywood firmly with the foundation. Nail in the areas where green dots are shown in
the illustration.
--5' 9" 7'1" 7' 2"
4' k_
4' '
4'
Once the foundation is built,the next step is to work on the flooring. You will need to nail 0.74 inch tongue and
groove plywood on the foundation's frame. You can do this by cutting the plywood into multiples sizes as
mentioned above. You will nail the frame using 2 inches nails or screws as shown in the illustration.
It is recommended to cut the plywood into two so that you can easily nail it in place firmly.
JOINING LUMBERS END-TO-END
4.1 In market,the maximum length available for a 2x4 lumber is 16 feet.Now in this shed,we will be using extra-long
2x4 studs measuring upto 20 feet in length for wall plates. So to make an extra-long 20 feet 2x4 wall plate,you will
have to buy one 2x412 feet studs and one 2x410 feet stud. Now take the 10 feet stud and cut it into the length of 8
feet 2 inches.Cut the facing ends of both studs in "L"shape(as shown in the illustration).After cutting the facing
ends,you need to join and fix both studs together by using wood glue.
Check the illustration below for more details.
12 feet 2x4 Stud
l . 2
8 feet 2 inches 2x4 Stud
Gorilla Wood Glue
to fix both studs together
w. ?fir'
GORILLA
This is an important step since most lumber available in the market is only about 16 feet. For this shed,we will
be needing lumber approximately of 20 feet.You will be joining two pieces of lumber as shown in the illustration
to make a 20 feet long piece. Follow the measurements in the illustration to accurately join the lumber pieces
together.
JOINING LUMBERS END-TO-END
4.2 Next step in this process is to join and fix both studs together properly, so that the cut ends do not get
loose.To do that,first we need to drill two holes in the middle area of both cut ends(as shown in the illustration).
4.3 Now take all 0.5 inch thick and 12 inches long wood dowels we brought and cut each dowel in three parts,
measuring each part 4 inches.
4.4 Now take that 4 inch dowel and hammer it into the drilled holes of both studs.
4.5 At last, remove the extra part of dowels and our extra-long 20 feet stud is ready.
Check the illustration below for more details.
Drill holes like this right
through the end
.y
dowel .
` J loch woo
PPPP
r x�-
Cut the extra part of each 4 Inch dowel
from both up and downsides
Once you have measured and cut the lumbers,you now need to join and fix both the studs together as shown
in the image. Make sure the ends are not loose. Follow the illustration precisely to make sure you fit the lumbers
together well.
BUILDING FRONT WALL, WINDOWS AND DOOR
5.1 With the foundation built it's time to move onto the front wall.This will take you several hours to build due to the
many pieces of lumber involved. In the illustration below,you can see how the front wall should be constructed.
Start by building the outer frame before making your way inwards.Take care when nailing the wall studs onto the
frame, however,as these need to be spaced as illustrated in 1'9.75"and increments.
20'
1915
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Plate p bi 3 i Cripple 1�_ �.- - ..,.,..-J- .�. ....',, i
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a I Stud
= Double 2x4 e
Header
y c t ri -moo w t
6
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Bottom
Plate
20'
BUILDING FRONT WALL, WINDOWS AND DOOR
5.2 Nail T1-11 exterior siding to the 2x4 trimmer, 2x4 cripple stud, 2x4 double header and top and bottom plate using
1,25"finishing nails. The top will be flush with the top plate,the bottom will hang down 1.5" past the bottom plate.
5.3 Carefully cut out the door opening.The door will be built with the T1-11 exterior siding that has been cut out.
5.4 Cut out the window opening. (Do not nail, sliding will be removed and the window will be installed to the wall
frame). Frame the wall according to the dimension of the window you are using, and follow the manufactures
instructions.
Siding flush with the top plate
Cut out the door
opening
1.5"past bottom plate
Mg -;
i,
Once you have built the front wall's frame, it's time to nail your T1-11 siding onto it. The siding should be flush with
the top plate and run 1 1/2" past the bottom plate. Take your time when installing the siding so that you get as even
as finish as possible.
BUILDING FRONT WALL, WINDOWS AND DOOR
5.5 Nail the T1-11 exterior siding to the sides using 1.25"finishing nails. The siding will be flush with the top plate,the
bottom will hang down 1.5" past the bottom plate. Nail the 1x4 trim to the door using 1.25"finishing nails. (See
illustration). One 2 feet 4 inch 1x4 trim in center(stile). Two 1x4 trim 6 feet 4 1/2" inch on both sides of door opening
Qamb). One 1x4 trim 3 feet 8 inches on top of door opening (lintel).
5.6 Both ends of lintel will stick out 1 inch past the jamb. Install door hinges to the top and bottom of 1x4 stile and to
1x4 jamb. Install door latch.
5.7 Install and secure the window. (Install according to the manufactures instructions). Add a bead of silicone around
the window.
5.8 Next nail the siding to the frame wall using 1.25"finishing nails. Cut the 1x4 trim according to the size of your
window. Add silicone to the trim and nail using 1.25"finishing nails. The top and bottom trim sticks out 0.5" on both
sides.
Door Hinge
3'8"
6'41/2" 4" �° Door,lamb �
ix4 Trim
T1-11 Exterior
Siding
S
With your T1-11 siding nailed onto the frame, you will now install the door and windows. For this, you will refer to
the manufacturer's instructions. Line everything up and make sure that the door and windows sit flush with the
siding before sealing them into place.
T
BUILDING RIGHT WALL AND GARAGE DOOR
6.1 We will now move onto the right wall and garage door.After successfully building the front wall,this should take
around half the time.Build your right wall as per the illustration above and take care to space the wall studs as shown.
The opening for the garage door must be measured out 9'wide and 6'10"tall in order for the garage door to fit.
16'
3------4.5"Cripple Stud
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BUILDING RIGHT WALL AND GARAGE DOOR
6.2 Cut and frame the side wall with garage door as shown. Use 3.5"galvanized nails. The illustration shown is for 9
feet wide door. Frame the wall according to the dimension of the door you are using, and follow the manufactures
instructions.
6.3 Cut out the door opening.
Siding flush with the top plate
,sm
F
Cut out the door
opening
i�
1.5"past bottom plate
With the right wall frame built nail your T1-11 siding onto it. This should sit flush with the top plate and run 1 '/2"
past the bottom plate. For the garage door cut out, cut your siding so that it sits flush with the frame opening.
BUILDING FRONT WALL AND GARAGE DOOR
6.4 We will now move onto "Do it yourself"door building and installation for your shed. Now as we have already
installed the T1 Siding and cut the area for the door in the siding,next steps is to cut 1x4 Trims to go around the door
opening.
6.5 Take a 8 feet 1x4 trim and cut it into the length of 6 feet 11 112 inches.This is for left side trim, repeat same
for right side trim.
6.6 Take a 10 feet 1x4 trim and cut it into the length of 9 feet 6 inches.This trim will go on the top.
See illustration below how your cut trims will look like:-
{ i
1x4 Trim � 1x4 Trim
1A Trim ��' 112 (6 feet 11112"inches)
(9 feet 6 inches) ;r' (6 feet 11 inches)
i �/
J�.
..1
Note:-The following method is for garage double door. For this,we will be making a single door first and then combine
two single doors into making one double door. So,to make a single door for right wall,follow steps from this DIY Double
rinnr C+n new nnr! ir+nnlniJ�+.. e.nA rnnlnrn+hn mn-.e„rmm�n+.- o--n rrlinir l.i
BUILDING FRONT WALL AND GARAGE DOOR
6:7 After cutting the trims into required length, it is time to attach and install them onto T1 Siding with the help of
finishing nails.
6.8 First,take 9 feet 6 inches trim and attach it on the T1 siding but make sure 2x4 header is just below
the siding where you are attaching the trim. Use 1112"finishing nails to install the trims.
6.9 Now take 6 feet 1112" inches trim and attach it on the T1 siding but make sure 2x4 wall stud is just below
the siding where you are attaching the trim. Use 1112"finishing nails to install the trims.
See illustration below how your attached trims will look like:-
9' 6„
I
1x4 Trim
1x4 Trim
6' 111/2„
-_ L
Note:-The following method is for garage double door. For this,we will be making a single door first and then combine two
BUILDING FRONT WALL AND GARAGE DOOR
6.10 Next is to build the shed door with the siding that was cut out earlier in the steps above.
6.11 To build shed door, you will need T1 siding that was cut before and cut that T1 siding exactly into half size, so
that you will be able to build two single doors out of it and you will also need two top stiles, two bottom stiles, two
center stiles and four side trims for each side.
6.12 To build top stile,take a 6 feet 1x4 trim and cut it into the length of 4 feet 6 inches, repeat same for other half
door's top stile and bottom stiles.
6.13 Next is center stile,take a 4 feet 2x4 trim and cut it into the length of 3 feet 11 inches. Repeat same for other half
door center stile.
6.14 Now to build a side trim,take a 8 feet 1x4 trim and cut it into the length of 6 feet 4 112" inches. Repeat this same
step for all other side trims.
See both left side and right side door illustrations below,check how your trims and T1 Siding should look like:-
4'6"
Top Stile(4'3") l
Left trim
'. (6'4vr)
{ Center(Stile(3'11")
Right trim
6'11V2" (6,411:")
Bottorrw Stile(4'3")
Left Side_SinaLq Door
r— 4'6"
f Top Stile(4'3")
iLeft trim
(6,4 yr)
:. ,-,: Center JlStile(3'11")
6'11 Right trim
t��" `'
(6,4 112")
Botto Stile(4'3")
BUILDING FRONT WALL AND GARAGE DOOR
6.15 After preparing both single door parts, it is now time to attach all stiles and trims together to make each
single single door.
6.16 Lay the 1x4 trims and all stiles in a flat even surface, next lay the siding on top of the 1x4's. Nail 2" nails
through the siding and into the 1x4's. Repeat same step for both single doors. See illustration below:-
Red dots where your
should use 2"nails
�V ..
Center Stile ��
i
8 _
Side Trim
6.17 Now that both single doors are complete, it is time to attach these doors with the wall.
6.18 To do that, first secure the left door on the left side opening in the wall, then attach the door with
the hinges you brought. Follow manufactures instructions on how to nail or screw the door hinges and
locks. Repeat same for right side door. Also, attach the door lock on either of the door you wish to.
So,your double garage door is ready now and you can use it.
BUILDING LEFT WALL
7.1 Use 3.5"galvanized nails, nail through the plate and through the wall studs. Begin by locating the plate and nail
into the wall studs.
See illustration for more details.
16'
15' 5"
r
a 7'6"
101/5
12 1/4" 1'31/2 R 1'3 1/2" 1'1 1/2"° 1'31/2" 1'3 1/2" 1'1 1/2" t 1� 31/2�" 1'3 1/2" 1'1 1/2' j10 1/2" j
I ' 4
I
6 Lji-
15' 5"
The left wall is incredibly simple to build, at least compared to the previous walls.
BUILDING LEFT WALL
7.2 Nail the T1-11 exterior siding to the wall studs using 1.25"finishing nails. Drive in 1.25" nails trough the siding into
the studs, every 6". The siding will be flush with the top plate,the bottom will hang down 1.5" past the bottom plate.
Nail the siding to the frame with 1.25"finishing nails(See illustration).
Siding flush with the top plate
i
8
T1-11 Exterior
Siding
iL
1.5"past bottom plate
s
With the left wall frame built nail your T1-11 siding onto it. This should run 1 1/2" past the bottom plate but sit flush
with the top plate. You will nail the siding onto the frame using 1.25" finishing nails. Line everything up
as illustrated for a professional finish.
BUILDING BACK WALL
8.1 Cut and frame the wall parts as shown,use 3.5"galvanized nails.There are two 2x4 plates on the top.
20'
19t 519
T-71
71611
5 1'24/5"1'4 5 1!:'a2 4115 11�4�2/ V 2 4/5' 1�'2 4/5 V3 2/5"1
12 3/5',V2 4/ 2/5!T2 4/5!V2 4/ Y4 2/5"T2 4/5" 1/5- 113/5 1'2
20'
With the left wall complete we will now move onto the last wall —the back wall. This is the easiest part of the shed
to build. Start by building the frame before spacing the wall studs as illustrated.
BUILDING BACK WALL
8.2 Nail the T1-11 exterior siding to the wall studs using 1.25"finishing nails. Drive in 1.25" nails trough the siding into
the studs, every 6".The siding will be flush with the top plate,the bottom will hang down 1.5" past the bottom plate.
Nail the siding to the frame with 1.25"finishing nails(See illustration).
Siding flush with the top plate
r I
8
T1-11 Exterior
Siding s
1.51 past bottom plate
b� s
it r T1-11 siding onto it. The siding should sit flush with the to late
With the back wall frame built you will nail you g g p P
and run '/z" past the bottom plate.
INSTALLING SHED WALL
9.1 After building the wall frames,you should attach them into place properly. As you can see in the plan,you need
to lay the walls on the floor and make sure they are flush with the edges. Use 2x4 braces to lock the frames into
place, after plumbing them with a spirit level.
9.2 Drive in 3.5" screws trough the plates into the joists. Next,fit the side walls and lock them into place in the same
manner.
}
s
1.5x3.5 Temporary
Braces
With all four walls built, it's time to lock them together temporarily. You will use temporary supports to brace the
walls for when you screw them together. Install the 2x4 temporary braces as illustrated above driving 3.5" screws
through the plates into the joists.
SECURING WALL FRAMES
10.1 After fitting the wall frames on top of the floor,you need to make sure they are perfectly plumb. Use a spirit
level to set the wall frames properly. In addition,drive in 3" screws trough the overhang of the plates in the
adjacent walls.
Secure the joints
with 3"screws
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With the temporary supports in place you will now lock the walls into place with screws. For this you will use 3"
screws. Drive these through the overhang of the plates into the adjacent walls.You should use a spirit level
throughout this process to ensure that the walls are plumb. Once you have locked the walls together,this section
of the shed is complete,and it is time to move onto the shed's roof.
BUILDING ROOF RAFTERS
Building a roof for a large shed is a straight forward job, especially if you plans everything from the very beginning.
If you want to get the job done quickly or you don't have a large expertise in the field,we recommend you to build
a gable roof for your storage construction.
s
i
I
i
BUILDING ROOF RAFTERS
11.1 To make the roof section,first we need to determine the measurements of rafters, ridge-board,center gable
stud and rafter overhang.
Check the illustration below for more details.
2x6 Ridge Board
Right-side 2x4 Rafter il
Left-side 2x4 Rafter
T;!
g'6"
f '
6 7/10"
44 1/2
2x4 Top Plate
(Front Wall)
2x4 Center Gable Stud
Use this illustration as reference for roof section,which shows how rafters, ridge-board, center gable stud and
top plates are arranged. Detailed measurements are also shown which will help in building the roof section.
Rafters are joined together with the ridge-board and walls top plates.
BUILDING ROOF RAFTERS
11.2 There are total 24 rafters each 2"x4" in dimension. These rafters are 9 feet 6 inch long. These rafters will
be used to assemble into trusses in further instructions. Please note that out of total 24 rafters only 20
rafters will have birdsmouth cut and rest four will not. See next page on how to make birdsmouth cut.
1.5"x3.5" Rafter —�
w
x +
Each rafter is 9 feet 6 inch long
0�
1
4 m� I '1 ni1j111'(
8 � 1T11
(1
9 1 � � 11T�T1(►
0
1
i
When building the rafters, it's crucial that they are all exactly the same. Any difference in angle, width or length will
have to be corrected. There are 24 rafters in total so take your time when making them. Overleaf, you will
discover the angle and measurements you need.
BUILDING ROOF RAFTERS
11.3 Now first step in the process of making a roof rafter is to take a 2x4 10 feet stud and cut it into the length of 9
feet 6 inch. Check the illustration below for more details about overhang, miter cut and overall length. Use set square
to calculate miter cut.
2x4 Rafter
9'6"
300Miter Cut 300Miter Cut
8'11 3/10"
6 7/10"
(overhang)
11.4 Next step in the process is to calculate and make birdsmouth in the rafter, so that it will be place perfectly on
the top plate of wall structures. Check illustration below for more details about how to calculate and make birds-
mouth. Use set square for this too.
2
1 1/4"\
r! i�
Birdsmouth Cut
ASSEMBLING ROOF SECTION
12.1 After building all the rafters, its time to make to cut a 2x6 20 feet 11 inch ridge-board. Also cut two 2x4 44 1/2
inches center gable studs for front and back side.
12.2 Now join ridge-board with center gable stud by nailing 6 inches nails right through the ridge-board and into the
center gable stud.Also join the center gable stud with top plates of front and back wall by using two Corner Braces
each side of the gable stud and screw with 1 inch wood screws. Next step is to join the rafters with the ridge-board
and top plates of right and left walls. Nail 3.5 inch nails diagonally right the rafters and into the ridge board and top
plates.
12.3 Last step in this process is to attach five front and back overhang rafters along with 2x4 4 inch overhang
blocks. Use 3.5" galvanized nails to nail right through the 4 inch overhang blocks and into the birdsmouth cut rafters
and overhang rafters as well.
12.4 There will be seven 4 inch overhang blocks on each side of the shed and each block is placed with distance of
17 1/4 inches.
Check illustration below for more details.
2x4 Center
2x6 Ridgeboard Gable Stud
Nail 3.5" nails
diagonally
here
Nail two 6" nails here
�J
,V
Aib-
Jr Top Plate
(Front Wall)
Adb&kr.;r Ile
Nail 3.5" nails PV
diagonally Corner Brace
here
Front Overhang 4"Overhang Blocks
Rafter
Each rafter is 9 feet 6 inches long with the birdsmouth and a 6.7 inch side overhang. Make sure all the roof rafters
are placed perfectly according to the measurements with the ridgeboard and top plates.
ASSEMBLING ROOF SECTION
All 2x4 rafters are placed with a gap of 2' 1"on each side of the shed. Follow the same method for both sides of the
shed. Use 3.5 inches galvanized nails to attached the rafters with walls.
I.
III
2'1" 2'1" 11yi1
2 1"
TV
2'1"
:I
2'1"
2'1"
INSTALLING ROOF EXTERIOR SIDING
13.1 Cut to size the T1-11 exterior siding and nail with 1.25"finishing nails.
1
i
I
4' 3 1/2"
T1-11 Exterior
Siding
Once you have assembled all the rafters, start installing T1-11 exterior siding on the two outermost trusses. You will
use 1.25 inches galvanized nails to install the exterior siding. Make sure the T1-11 does not overlap from the edges
as this will compromise the overall look and functionality of the siding.
ATTACHING ROOF OSB SHEET
14.1 To install the roof,first cut four 4 feet by 6 feet 11 3/4 inches pieces,two 4 feet by 6 feet 7 1/2 inch piece,two 1 feet
6 inch by 6 feet 11 1/2 inches and one 1 feet 6 inch by 6 feet 7 112 inches piece of 7/16 OSB roof sheathing for each
side of the shed.
14.2 Now attach each piece against the rafters and nail right through the OSB piece and into the roof rafters. Use 2"
galvanized nails. Do same for the other side too.
14.3 Nail in the areas where dotted lines are shown in the illustration below.
6'11 3/4' 6'7 1/2" 6'11 3/4"
4 ,.
1'6" l
,
„
7/16 OSB roof sheathing
Once you have installed the roof rafters, start working on installing the OSB roof sheathing on it. You will use 2 inch
galvanized nails to nail through the OSB pieces into the roof rafters. Follow the measurements in the illustration to
make the right sizes of OSB sheathing.
Make sure you are nailing on the rafters to avoid any loose ends.
ATTACHING ROOFING FELT
15.1 Next step in the process is to install the roofing felt on the already installed OSB roof sheathing.To install
roofing felt nail the 1 inch plastic round cap roofing nail right the through the roofing felt and into the OSB roof
sheathing.
See illustration below for more details.
Roofing Felt
MA
' ............<.....�....._...f.....,....._...«....V........nw�-.«,.+.«.-.`..--..+...-•-........_._.._...+mow.»..-."^._^_...' 0
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E
Roofing felt is used to weatherproof the roof and to give something for your shingles to latch on to. You will lock the
felt into place using staples. The strips of roofing felt should always overlap at least 2" so that the OSB board
underneath has sufficient protection.
INSTALLING SHINGLES
16.1 Next step is to install the starter strip shingles. Install the starter strip shingles in a straight line and by nailing
1.25" galvanized nails right through the starter shingles and into the roofing felt and OSB roof sheathing. Now attach
and install the first row of Asphalt shingles over the starter strip shingles.
16.2 Install asphalt shingles by nailing 1.25" galvanized nails right into the starter strips and OSB roof sheathing. Install
the remaining rows of Starter Strip Shingles and Asphalt Shingles in the same manner.
See illustration below for more details.
-- Asphalt Shingles '.
3
I
i
i
k
3
M
-.
With your roofing felt staples onto the OSB roof sheathing, it's time to move onto the shingles. This will take at least
half a day to complete if you have never done it before. You should install the shingles as per the manufacturer's
instructions although there are plenty of high quality guides on the internet that you can use as a reference.
INSTALLING TRIMS
7 1x corner trim for the front and back measures 7'11 3/4"and will have a 30 degree bevel cut on the top,
1 .1 The 6 c e t g p
Install with 2"finishing nails.
17.2 The U6 side corner trim for the front and back measures 8'1 3/4" and will have a 30 degree miter cut on the top.
Install using 2"finishing nails.
300 Bevel Cut 300 Miter Cut
f
E
i
't E
i
r
f
7'11 3/4" ! 1x6 Front and Back 8'1 3/4" 1x6 Side Corner
Corner Trim Trim
f
f
E
i
1
With your shingles now in place, it's time to add the finishing touches to the roof.The trim should meet the
measurements described above and have a 30 degree milter cut.
INSTALLING FASCIA BOARDS
18.1 Cut and measure two 1x6 trims into 21 feet fascia board for left and right sides.
18.2 Cut and measure four 1x6 trims into 9 feet by 6 3/4 inches fascia board each for front and back sides.
Install these 1x6 fascia boards by nailing 2"galvanized nails right into the 2x4 rafters.
See illustration for more details.
1x6 Fascia Board(21')
I
1x6 Fascia Board
(9'6 3/4")
i
1
! II
I {
I
M�
After installing the shingles,you will start attaching the fascia boards for front, left, right and back side of the shed.
Use 1x6 boards as fascia boards for this gable shed.
Use 2 inches galvanized nails to attach it to the roof.
You should get additional help for the roofing part since it can be demanding for one person to do it alone.
ATTACHING SOFFIT
19.1 Measure and cut two 20 feet 11 inches by 6 7/10 inches 0.5" plywood soffit for left and right side of the shed.
Also measure and cut four 9 feet by 5 1/2 inches plywood soffit for front and back side of the shed.
19.2 Now attach and install the 0.5" Plywood Soffit on the shed eves. Before attaching the soffit, make sure to mark
the area with pencil where rafters are installed,so that you will know where to nail through the soffit and into the
rafters. Use 2" galvanized nails to install the soffit.
See illustration for more details.
0.5"Plywood Soffit
0.5" Plywood Soffit
t
P
Y-5
k_
i &g�
k
x
After attaching fascia boards, you will start working on finishing the roof by installing the 0.5 inches plywood soffit
on the shed eves. You will have to mark the area first prior to installing the soffit. Use 2 inches galvanized nails to
attach it to the roof.
You should get additional help for the roofing part since it can be demanding for one person to do it alone.
Fi
FINISHING TOUCHES
20.1 Last but not least,you should take care of the finishing touches.Therefore, in order to get the job done as a
professional,you need to check if the roof structure is secured properly together.
20.2 Install ridge cap as shown.The last ridge cap will have the roof tracks exposed,cover them with roofing tar
to prevent tracks from rusting.
Paint and you're finished.
20' 8" Roof Ridge Cap
i
4
i
5o there we have it! We hope you have enjoyed building your 16' x 20' gable shed as much as we enjoyed
designing it. Your gable shed will last you for many years to come. For more fantastic DIY projects, visit our
website today.
SNOW LOAD CALCULATION
There are lot of factors which decide how much load can your roof take. But still using our formula you can get a
close estimation of how much snow load can your shed's roof take. Please follow steps below:-
1) Find the Live Load(i.e. Snow Load)of your location,for example 25 psf(pound per square foot)in Oregon
f r m T follow this formula +A2 x i in this Al n A2 r half
2) Calculate Tributary Area o you Ridge Bea o do that, o low t s o mula((Alj( ) (}), and are
the length of your rafter excluding overhang length and(i)is the total width of the side wall.
3) Next step is to calculate total load for Ridge Beam area(that is marked in purple color in illustration below).To do that
follow this formula:-(Tributary Area x Live Load of your Location)
4) Next step is to calculate Wall Load for each side of the roof(it is marked in green in illustration below),to do that follow
this:-(Remaining Rafter Length including overhang x(i)x Live Load of your Location)
5)Now that we have calculated Tributary Area,Wall Load for each side(Le Left and Right side of the Roof), last step is to
calculate Whole Load your roof can take,to do that follow this:-(Wall Load Left+Wall Load Right+Tributary Area)
If you follow these steps carefully along with the help of the illustration below,then you will be able to determine the load
your roof can take.
(A 1) (A2)
Tributary Area((Al +A21 x i}
Wall Load F r
I Remaining Rafter Length x(i)x Live Loa
41 �r
W
ram ,
(Total Width(i))
rt-lic ti,,n
Ih Ai zonin
rf .Is shall
it!rinr! nender,
A n
1800147 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 04/11/2018
GIS ID: 72000167 FEE: 54.00
MUNIS APPLICATION# 201800400 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: DIAZ ALEXANDER&JENNY ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 167 PINE KNOB DRIVE , OWNER: DIAZ ALEXANDER&JENNY
SOUTH WINDSOR,CT 06074 167 PINE KNOB DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: ROOF--REMOVE 1 LAYER AND INSTALL NEW SHINGLES.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: -
OCCUPANCY GROUP: -BUILDING OFFICIAL
4/11/2018 3:36 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1800400 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 08/03/2018
GIS ID:72000167 FEE: 126.00
MUNIS APPLICATION# 201801293 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: TRINITY SOLAR ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 7 MCKEE PLACE OWNER: DIAZ ALEXANDER&JENNY
167 PINE KNOB DRIVE
CHESHIRE,CT 0641,0
DESCRIPTION OF WORK: INSTALLATION OF 18 ROOF TOP MOUNTED SOLAR PANELS
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED Bx THE BUILDI ,DEPARTMENT.
CONSTRUCTION TYPE: '
OCCUPANCY GROUP: BUILDIN99 OFFICIAL
8/3/2018 9:23 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900155 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 03/27/2019
G1S ID: 72000167 FEE: 54.00
MUNIS APPLICATION# 201900455 BUILDING DESCRIPTION:
APPLICANT- LOCATION
NAME: DIAZ ALEXANDER&JENNY ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 167 PINE KNOB DRIVE OWNER: DIAZ ALEXANDER&JENNY
SOUTH WINDSOR,CT 06074 167 PINE KNOB DRIVE
DESCRIPTION OF WORK: 16'X 20'DETACHED SHED ON GRAVEL STONE
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: ALyj
OCCUPANCY GROUP: gUIL6 OfOFFICIAL
3/27/2019 2:41 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900412 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 06/14/2019
GIS ID: 72000167 FEE: 90.00
MUNIS APPLICATION# 201901232 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: DIAZ ALEXANDER&JENNY ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 167 PINE KNOB DRIVE OWNER: DIAZ ALEXANDER&JENNY
167 PINE KNOB DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALLING ABOVE GROUND 21'POOL W/SELF CLOSING LATCHING
LADDER&POOL ALARM
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE UtIlLDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING PFVICIAL
6/14/2019 2:12 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1600851 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 12/21/2016
GIS ID: 72000167 FEE: 15.00
MUNIS APPLICATION# 201601846 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ALEXANDER DIAZ ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 167 PINE KNOB DRIVE OWNER: NICHOLS PHILIP
SOUTH WINDSOR,CT06074 ,882 PLATINUM DR
FORT MILL,SC 29708-8933
DESCRIPTION OF WORK: REPLACING KITCHEN WINDOW WITH SMALLER CASEMENT WINDOW.
a _
SPECIAL CONDITIONS: r
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
f c
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
12/21/2016 1:32 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700163 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 04/24/2017
GIS ID: 72000167 FEE: 210.00
MUNIS APPLICATION# 201700397 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: JC CONSTRUCTION R RENOVATIONS LLC. ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 45 MARTINS MANOR' OWNER: NICHOLS PHILIP
MANCHESTER,CT 06040 882 PLATINUM DR
FORT MILL, SC 29708-8933
DESCRIPTION OF WORK: REPLACE SIDING AND WINDOWS.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
4/24/2017 2:06 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1800464 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 09/17/2018
GIS ID: 72000167 FEE: 216.00
MUNIS APPLICATION# 201801520 BUILDING DESCRIPTION:
APPLICANT t LOCATION
NAME: CHARTER OAK MECHANICAL ADDRESS: 167.PINE KNOB DRIVE
ADDRESS: PO BOX 1404 OWNER: DIAZ ALEXANDER&JENNY
167 PINE KNOB DRIVE
MANCHESTER,CT 06042
DESCRIPTION OF WORK: INSTALLING AN AMRICAN STANDARD HEATING AND A/C SYSTEM
MODEL.4A7A6030
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: 1'k
OCCUPANCY GROUP: loolf
CIAL
9/17/2018 4:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1900212 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 06/14/2019
GIS ID: 72000167 FEE: 18.00
MUNIS APPLICATION# 201901232 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: DIAZ ALEXANDER&JENNY ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 167 PINE KNOB DRIVE t OWNER: DIAZ ALEXANDER&JENNY
167 PINE KNOB DRIVE
SOUTH WINDSOR,CT.06074
DESCRIPTION OF WORK: INSTALLING ABOVE GROUND 21'POOL W/SELF CLOSING LATCHING
LADDER&POOL ALARM
SPECIAL CONDITIONS: WIRE POOL AND EXISTING SHED
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TWEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING FFICIAL
6/14/2019 2:13 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1800254 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 08/03/2018
GIS ID:72000167 FEE: 270.00
MUNIS APPLICATION# 201801293 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MICHAEL MAZZAMURRO A ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 194 HILLTOP DRIVE OWNER: DIAZ ALEXANDER&JENNY
167 PINE KNOB DRIVE
SOUTHINGTON,CT 06489
e.
DESCRIPTION OF WORK: INSTALLATION OF 18 ROOF TOP MOUNTED SOLAR PANELS
SPECIAL CONDITIONS: 5.31 KW SOLAR ELECTRICAL
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: AD4 G IV,FILIAL
8/3/2018 9:24 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1500319 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 09/08/2015
GIS ID: 72000167 FEE: 30.00
MUNIS APPLICATION# 201501168 BUILDING DESCRIPTION:
APPLICANT _ LOCATION
NAME: JEFF KEGEL ADDRESS: 167 PINE KNOB DRIVE
ADDRESS: 35 ROLOCUT ROAD .;a. OWNER: -,-NICHOLS PHILIP
BROAD BROOK, CT 06016 882 PLATINUM DR
"' FORT AILL, SC 29708-8933
DESCRIPTION OF WORK: 100 AMP OVERHEAD SERVICE CHANGE AND UPGRADE GROUNDING SYSTEM
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS,APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
9/8/2015 9:59 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE