HomeMy WebLinkAbout24x26 Garage and 10x19 Addition 1993 •
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TOWN OF MONTVILLE
Building Department
848-7166 61
nzit
APPROVED BUILDING PERMIT OR TRADES PERMIT X
For 180 Dayst 3
1,,,fiii;ft Rps
Permit No: 10410 Approval Date: 10/5/92 Expiration Date: 4/5/93
Estimated Cost: 18 ,860 .00 Fees: 112 .00 PRF: 14 .20 C .O: 10 .00
Owner: John F . Allen Address: 88 Pires Drive Tel : 848-7851
Job Location: 88 Pires Drive Code: 02
Contractor : self Address: same Tel : same
Stick Built: x Modular Home: Manufactured Home: Commercial :
Addition: x Garage: x Car Port: Shed: Remodeling: Roofing:
Siding: Fireplace: Chimney: Windows: Pool: Demolition:
Plumbing: Heating: Electrical : Air Conditioning: Gas:
Patio: Porch: Deck: New: x Repair/Replacement:
Type of material used/discription: wood frame
Size: 10 ' x 19 ' addition Type of Heat : Fireplace:
24 ' x 26 ' garage
No.of Stories: No . Rooms: Breezeway:
No . Baths: Garage: Use:
I hereby certify that the proposed work will conform to the Basic
Building Code and all other Codes as adopted by the State of Connecticut , and
the Town of Montville . WA"
Applicant 's Signature: Q', Date: /D- S- 9,A
If signed by Contractor , type of ,icense/regi t r ion & No:
ir
Building Official 's Signature= � „- � II.//P // ,, -te: ,� 9�
Tr
Date of Health Dept . Approval : ir/P
Date of Zoning Approval :
THIS IS TO INFORM YOU THAT UNDER THE CONNECTICUT AMENDMENT OF THE
BUILDING CODE , SECTION 119 .1 A CERTIFICATE OF OCCUPANCY IS REQUIRED PRIOR TO
ANY USE OF THE STRUCTURE .
TOWN OF MONTVILLE
Building Department
Application for a Permit
Owner: 3 ti .1 T /Wery Address: SF Pine, Otkci4 Tel : gq‘C2W5/
Job Location: E8 P;r,e% pr.
Contractor: °e5 /f Address: Tel :
XStick Built: Modular Home: Manufactured Home: commercial :
Addition: _ Garage: Car Port: _ Shed: Remodeling: _ Roofing:
Siding: — Fireplace: Chimne • Windows:
Y• ._. _ Pool : _ Demolition:
Plumbing: Heating: Electrical : Air Conditioning: _ Gas:
Patio: _ Porch: Deck: New: Repair/Replacement:
Type of Material to be used/job description: wood -117- 004g
Size: l6X/917ceezeuxzv> Type of Heat:
Fireplace:
A1-60.6' ojaraoje
No.of Stories: No. Rooms: Breezeway:
No. Baths: Garage: Use:
ZONING PERMIT
ASSESSOR'S MAP NUMBER 3 LOT NUMBER EXPIRATION DATE
ZONING PERMIT NUMBER 9A-a33
APPLICANT r � 1 4//e,v
APPLICANT'S ADDRESS S ? es 'J r; . e- Cn kdr(e (LT cc 37c, TELEPHONE NUMBER 3ei s'- ?g5
PROPERTY OWNER :3-0 ev i 'a,nc� 4_ A//e
LOCATION 5h'nC LOT AREA /, 75 ZONE 4/0
BUILDING HEIGHT 02.5 f PROPOSED FLOOR AREA j0 X/9 ' (3Rercecvcw) :2-21
NATURE OF REQUEST/PROPOSED USE 6 CI,^045e J• retar- v't
HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY i YES V NO HAS BOND BEEN FILED? YES 4////NO
SKETCH BELOW OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1': 40' SHOWING: DIMENSIONS OF THE LOT, THE SIZE, AREA,
AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING
FACILITIES, AND ADJACENT STREETS; DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS
(UNDER 500 CUBIC YARDS), DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED
LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF USE AND
COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS.
THIS PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS.
THE APPLICANT AGREES TO:
1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS.
2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS.
3. CONTACT THE ZONING OFFICER (848-85491 AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT
LOCATION.
4. CALL FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF A C.O.
,PPLICANT S SIGNATURE - DATE
THE LETTERS NA (INDIC IMG 'NOT APPLICABLE') SHALL BE NOTED IN LIEU OF A ZONING PERMIT NUMBER IN THE EVENT THAT A ZONING
PERMIT FOR THE PROPOSED USE IS NOT REQUIRED.
/(P/0-74/7", - /16,2,0,77/J1",1 26--72
COMMISSION AGENT DATE
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;Job Truss Truss Type Qty Ply Norwich,Allen-6/06/08-Vlad
1540432 001 QUEENPOST 11 1
Job Reference(optional)
Wood Structures,Inc.,Biddeford,ME 04005,Vlad 7.000 s May 29 2007 MiTek Industries,Inc. Thu May 29 15:12:04 2008 Page 1
6-4-3 9-0-0 11-7-13 18-0-0
6-4-3 2-7-13 2-7-13 6-4-3
Scale=1:29.8
4x4=
2.91112 3
1.5x4 1.5x4
2 4
. 8 a
ii,...
7 10
1 5
7 p
6 No, P'm..._ Io
6
3x4
5x8= 3x4
9-6-9 9-0-0
I 17-6-0 - 18-010
0-6-0 8-6-0 8-6-0 0-6-0
Plate Offsets(X,Y): [1:0-5-2,0-1-8],[5:0-5-2,0-1-8],[6:0-4-0,0-3-0]
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.14 5-6 >999 240 MT20 197/144
(Roof Snow=30.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.30 5-6 >720 180
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 5 n/a n/a
BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight:51 lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing.
WEBS 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 1=590/0-3-8,5=590/0-3-8
Max Horz 1=-42(LC 7)
Max Uplift/=-283(LC 6),5=-283(LC 7)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-1680/928,7-8=-1648/929,2-8=-1636/935,2-3=-1298/702,3-4=-1298/702,4-9=-1636/935,9-10=-1648/929,
5-10=-1680/928
BOT CHORD 1-6=-859/1602,5-6=-859/1602
WEBS 2-6=-483/359,3-6=-242/545,4-6=-483/360
NOTES (9)
1)Wind:ASCE 7-05;120mph;h=35ft;TCDL=6.0psf;BCDL=6.0psf;Category II;Exp C;enclosed;MWFRS gable end zone and
C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-0,Exterior(2)6-0-0 to 9-0-0,Interior(1)11-10-4 to 14-10-4 zone;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and
forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0
wide will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 283
lb uplift at joint 5.
8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)Drawing prepared exclusively for manufacturing by Wood Structures Inc.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Norwich,Allen-6/06/08-Vlad '
540432 002 GESTR 1 1 '
Wood Structures,Inc.,Biddeford,ME 04005,Vlad 7.000 Job0 Reference(optional)
s May 29 2007 MiTek Industries,Inc. Thu May 29 15:12:04 2008 Page 1
6-4-3I 9-0-0 I 11-7-13 I 18-0-0 I
6-4-3 2-7-13 2-7-13 6-4-3
Scale=1:29.8
4x4=
2.91 12 3
1.5x4� 1.5x4
Nr
2 � 4
9
7 8 STRAP FACE A 6 I 10
1 5
N
9,
6
3x4% - 5x8= 3x4;
9-6-9 9-0-0 17-6-0 1p0i0
0-6-0 8-6-0 8-6-0 0-6-0
i Plate Offsets(X,Y): [1:0-5-2,0-1-8],[5:0-5-2,0-1-8],[6:0-4-0,0-3-0]
LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.14 5-6 >999 240 MT20 197/144
(Roof Snow=30.0) Lumber Increase 1.15 BC 0.46 Vert(TL) -0.30 5-6 >720 180
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 5 n/a n/a
BCLL 0.0 * Code IRC2006/TPI2002
BCDL 10.0 (Matrix) Weight:51 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing.
WEBS 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 1=590/0-3-8,5=590/0-3-8
Max Horz 1=-42(LC 7)
Max Uplift/=-283(LC 6),5=-283(LC 7)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-7=-1680/928,7-8=-1648/929,2-8=-1636/935,2-3=-1298/702,3-4=-1298/702,4-9=-1636/935,9-10=-1648/929,
5-10=-1680/928
BOT CHORD 1-6=-859/1602,5-6=-859/1602
WEBS 2-6=-483/359,3-6=-242/545,4-6=-483/360
NOTES (9)
1)Wind:ASCE 7-05;120mph;h=35ft;TCDL=6.Opsf;BCDL=6.0psf;Category II;Exp C;enclosed;MWFRS gable end zone and
C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-0-0,Exterior(2)6-0-0 to 9-0-0,Interior(1)11-10-4 to 14-10-4 zone;
cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and
forces,and for MWFRS for reactions specified.
2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0
wide will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 1 and 283
lb uplift at joint 5.
8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)Drawing prepared exclusively for manufacturing by Wood Structures Inc.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply
WSI job number Truss label lumber yard
123456 001 QUEENPOST 1 1
Job Reference(optional)
Wood Structures,Inc.,Biddeford,ME 04005 5.200 s Dec 2 2003 MITek Industries,Inc. Fri Oct 15 14:03:35 2004 Page 1
(1-0-Q 4-1-10 8-0-0 11-10-6 j 16-0-0
1-0-0: 4-1-10 3-10-6 3-10-6 4-1-10
a
•
4i = Scale=1:44.2
1 .
•
•
length of top chord overhang
•R
top chord •
Dimension Key
o-o top chord slope \ connector plate size ! inches
12 5 12, ,,
w 0 — 2x4 \, _ i i i'
,c C 12.00 12 1 --;4x4
E ---
0 0
t (I)= � r7, joint number( 3 _ webs 5 feet
N
o w _ ` 16th's of an inch
E a
0 0
o o �,i/ -- — web lateral bracing symbol
bottom chord s
/ r-, ;bearing location `, , / bearing location rn
I 2.. v' _ ie? , 'd
j
��) — -- cumulative distance\'.' 3x4 - ai
44-= distance between 7
individual points 3 = from left to right 2x4 \\
8-0-0 \ -'--4-1-5-0---0) 16-0-0
over the wall height 8-0-0 `----- --:::-,,,'"7-0---0' (1-0 K length of cantilever
Plate Offsets(X,Y): [2:0-0-0,0-0-4],[6:0-2-6,0-1-8]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 42.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.02 8 >999 240 MI120 197/14
TCDL 10.0 Lumber Increase 1.15 BC 0.33 Vert(TL) -0.11 2-8 >999 180
BCLL 0.0 1 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 7 n/a n/a
BCDL 10.0 Code BOCA/ANSI95., (Simplified) Weight:73 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650E 1.5ETOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 1650F 1.5E -.\- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing:
WEBS 2 X 4 SPF 1650F 1.5E \ - --
reaction(in pounds) building code used
bearing location min.size to design trusses minimum top and bottom chord
REACTIONS (lb/size) 2=1031/0-5-8,7=1052/0-5-8 lateral bracing required
Max Horz 2=293(load case 5)
Max Uplift 2=-171(load case 6),7=-155(load case 7)
Max Gray 2=1045(load case 2),7=1052(load case 1)
FORCES (Ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/46,2-3=-855/165,3-4=-574/197,4-5=-574/199,5-6=-109/369
BOT CHORD 2-8=-159/581,7-8=-42/473,6-7=-258/168
WEBS 3-8=-313/219,4-8=-143/399,5-8=-166/190,5-7=-1192/222
NOTES
1)Wind:ASCE 7-98;90mph;h=35ft;TCDL=5.0psf;BCDL=5.0psf;Category II;Exp C;enclosed;
MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.
2) Design load is based on 42.0 psf specified roof snow load.
3) Unbalanced snow loads have been considered for this design.
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at
joint 2 and 155 lb uplift at joint 7.
LOAD CASE(S) Standard
ALTERNAT[VE BRACING INFORMATION
Trusses in some roof systems (IE: hip ends) are not conducive to
installation of lateral bracing. As an alternative in these special cases
installation of "T" bracing is recommended. "T" bracing is. however,
an alternative and should only be used in these special cases and is not
intended to be used in lieu of an achievable lateral bracing system.
Ply of TRUSS
"T" BRACING CHART
Lateral Bracing Required Replace With
1 1 ROW
2 ROWS
1 ROW
2 ROWS
1 ROW
2 ROWS
2 X 4 "T" Brace
1 2x6 "T" Brace
22x6 "T" Brace
2 2X8 "T" Brace
3 2x6 "T" Brace
3 2X8 "T" Brace
4 1 ROW
2x 8 "T" Brace
4 2 ROWS 2X8 "T" Brace
e1
c� M
L - -r I• H •
I I. .
1
• �-
,r 1i•I co I I•! I .1.1.11.1_1.1 , .I.LI
TYP. �
4.----J-,1.1 TYP. 1.1.
ISI I TYP. •i I•I
NAILING .f NAILING I') NAILING •I •I
TOP VIEW (2-^PL-Y")-' TOP VIEW (3 PLY) TOP VIEW (4 PLY)
lOd NAILS(a 6" o.c.
lOdNAILS (,, -\ /7 STAGGERED
6" o.c.
ism: "T" BRACE
•
;,I�/I�/ MULTI PLY
\ TRUSS �� L`,I JAI/�,I,' 'TRUSS
MEMBER W W V MEMBERS
SEE TOP VIEWS - ABOVE
•
\ N "T" brace must be the
.# \
maximum length achievable
without causing damage to
Joint connector plates
\1•
WOOD
STRUCTURES ---- .10
INC. FORM 203
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