HomeMy WebLinkAbout51845-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
`C�rQN1
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51845 Date: 04/18/2025
Permission is hereby granted to:
Steven Sweeney
190 North Rd
Mattituck, NY 11952
To
Construct accessory garage to existing single family dwelling as applied for. Minimum 15foot setback
must be maintained.
Premises Located at:
190 North Dr, Mattituck, NY 11952
SCTM# 106.-6-33
Pursuant to application dated 04/03/2025 and approved by the Building Inspector„
To expire on 04/18/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $725.00
CO Access y Structure $100.00
aI $825.00
Building Inspector
A"' r�t TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 littps://wwwsoutlioldtow,!my.gov
Date Received
APPLICATION FOR BUILDING PERMIT (� Q
For Office Use Only
P 5
PERMIT NO, Building Inspector:
Applications and forms must be filled out in their entirety.Incomplete BuIldFng I p, rtme n!
applications,will:not be accepted. Where T®W
the Applicant is not the owner,an n of Southold
Owners Authorization form(Page 2)shall be completed.
Date:
OWNERS)OF PROPERTY:
Name:` �� �� SCTM#1000- (0 3
Project Address: 1 ,
Phone#: Q Email: i er d
Mailing Address: � ^rr
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
I,
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Addre :
Phone#: l��� 670 Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
)<New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $a
Will the lot be re-graded? ❑YesAlNo Will excess fill be removed from premises? ❑YesKNo
1
Existing use of Intended use of property:
property:Zone or use district in which premises is situated: Are there any covenants and restrictions wlth respect to
this property? ❑Yes UNO IF YES,PROVIDE A COPY.
l k"B0 AJdlrR6"ft" tbleomnsr/
�I to V WOO*��far� aaf� 44d fan f
Application Submitted By(print name E []Authorized Agent ❑Owner
Signature of Applicant: e7 Date:
3
STATE OF NEW YORK)
SS:
COUNTY OF St&-:r a Ir—I
1�-• S W'�'�-� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
( he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith/A" -I
BARBARA H.TANDY
Sworn before me this Notary Public, State Of New York
No. 01 TA6086001
�- • Oualified In Suffolk County
day of 20�3 Commission Expires 01 1:
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
N/0/F ROBERT CELIC , SYLWIA WIOLETTA CELIC N/0/F GEORGE MAUL
P/0 PLOT I
END FES89'44'00"E POST & 180.0 �CE�
t1. 'wt. PICKET FENCE IRE FENCE D. N•
SURVEY OF PROPERTY m
ED
ASPHAL P 5' R I G H T6'O F W A Ycc�STED
�� '�40SGARAG
AT MA TTIT UCK to r
d-
TOWN OF SO UTHOLD . r 24,3 PR ,5A ,s.D`
NOTE: VEHICLE
ASPHALT 'o ENTRANCE THIS - w
SUFFOLK COUNTY, N. Y. T DRIVEWAY GARAGE N IDE OF GARAGE
1000-106-06-33 F DECK t0
SCALE. 1'= 30' w - _ POOL
5.1
OCTOBER 19, 2023 > AT SHED TO BE
w I
Q RELOCATED
I ♦/
MARCH 14, 2024 (CORRECTION) 0- _00. Q DECK EDGE OF DECK `° p/0 PLOT I
JUNE 19, 2024 (Revisions) o L. � / P/0 PLOT I /�
JANUARY 16, 2025 (Revisions) o PROP. D,'W.
APRIL 14, 2025 (Revision) w o = RAIN WAT
I ~ 9 ,— 0— ONT _M
ED
AS H T SH
BRICK WALK TO BE
RAIN RUNOFF CONTAINMENT.' i
NEW GARAGE= 1307 SQ.FT.(ROOF) REDO ,
O
1281 x 1 x 0.17 = 222 cu.ft.
222/42.2=5.3 VF � CONC.PS P/0 PLOT H
4 /
PROVIDE 1 DIN. 80 X 6' DEEP _/
CONNECTED BY GUTTERS AND LEADERS RET. WAL
ILS HVAO
EXISTING LOT GOVEIZA(7ELU Iry
0 , I
4 " T H
KEY � �,.... _� �
TOTAL LOT AREA 43765 5Q. FT. � .,.�" �
HOUSE + GAR 2170 5QFT.
= REBAR REAR DECK 1216 5QFT. '
® 5HE05 361 SOFT.
POOL --
= WELL
j = STAKE 4251 5QFT.
425V43755• 0.097 OK 9.7% mm 0
D
= TEST HOLE ;, .�
F'KOP05E LOT COVERAGE " '� - -
= PIPE O .- - __ 0�
TOTAL LOT AREA 43755 5Q. FT. �.
HOUSE + GAR. 2170 5QFT. �✓� � ,, . . U)
0 = MONUMENT REAR DECK 1216 5QFT. /� _ � ' :—_ �
POOL 483 SOFT. i --
WETLAND FLAG HED5 344 5 ,FT.
PROP05ED GARAGE- L200 5QFT.
�Q, = UTILITY POLE 5413 5QFT.
5413/43765. 0.124 OK 12.4Z
R= 20.95
/ 6
L- 45.40 --
PLOT NUMBERS FROM "MAP OF SHORE ACRES, SITUATED AT - / GRAVEL / 14
MAT77TUCK, SUFFOLK COUNTY NY." FILED JAN.3, 1914, MAP No.41
j - 21"4'_
,24 S88'59'50"W
�F P A vEc T BA YVIEW A V E
i of HE ,pr p N.Y.S. L/C. NO. 496
ZONING : R40
N.Y.S. LIC. NO. 051132-1
ELEVA 77ONS REFERENCED TO NA VD 88 3
PErd IC FLOOD CERTIFICATE SOLUTION
SUCCESSORS TO PECONIC SURVEYORS
ANY AL7ERAT70N OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209OF THE A '' (631) 765-"50 0 (6`^'�1) .989 774
NEW YORK STATE' EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL x t Email: Peconicsuru y4Jbpton1rne.nt „
CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID peconicfcs@gmail.com
MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE _
� .�'" P.O. BOX 909
APPEARS HEREON. AREA- 43, 785 SO. FT. ���� 23-029
SOUTHOLD, N.Y. 11971
cop q 0 (o •
BUILDER U
4-0,
8' •
FES
E_m
2-2X10 IVISR SYP
TRUSS CARRIERSDLO
NEW BUILDING SPECIFICATION
Z
30' X 40' X 12'6" POST & FRAME BUILDING / ( _
DESIGN
0-18" X 8" CONCRETE FOOTINGS (TYP) C) o
-6
(5301 LB CAP; 5080 LB COLUMN WT)
Z 0,
POST SAVER PATENTED UPLIFT NOTCHED POST W/1 2 — F
CONCRETE COLLAR
1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR < &
cr
n
3]1-20' X 10' INSULATED CARRIAGE STYLE OVERHEAD
F 1<1 u c
DOOR W/WINDOWS >
IQ 3-48" X 36" THERMALPANE AWNING WINDOWS < * 0
ALL GABLI POSTS F_
o
EXTEND TO TOID 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST n -(j
OF ROOF TRUSS PROTECTION 8' OC (TYP) I
2X8 TREATED GROUND CONTACT SKIRT BOARD
CV
00
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC
2-2X10 MSR SYP TRUSS CARRIERS @8' SPANS LLJ
(773 PLIF CAP; 640 PLF ROOF LOAD) z z
TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS uj
8 @EA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING I LLJ
00 PRE—ENGINEERED ROOF TRUSSES— I 3:
4/12 PITCH, 48" OC, 30-5-5 LOADING U)
2 ROWS 2X4 BOTTOM CHORD TIES (120" OC.) LLI
RIGID CEILING DIRECTLY APPLIED TO BOTTOM CHORD >
777 LB UPLIFT; 9-12D FACE NAILS=801 LB (PG A4.5) Lu <
12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT &
A_ FASCIA cn
28 GA. G-100 PAINTED STEEL ROOFING & SIDING
12" PAINTED STEEL VENTED RIDGECAP I
ALL VORMATIM 9M.11
m T)IIS DRAVANG IS llfr
111WI -lily or SHIRK
Z Y2" FOILFACED ROOF& WALL INSULATION "01-l"FOUILI)IN'GS 11C.
MSR 9 II(S DRAYANG M 1101'
,YID M1 jU'WXjkjaD Ay'li(XII
2-2X1 0 V"
29 GA. WHITE STEEL LINER PANEL ON CEILING KRIASSON.BlAuxii mo
IRU S CARRIERS OW40i NO.RLW(MME it,Vlm.y A]I :NSONS
131TOK CONSIRUCTION
I)R,\Wq I IV.I AU.,
of New
81 ........ 0, i;" REVISIONS:..
%
4-0
FLOOR PLAN 21�%IEENEY
% j__IgLN? PLAN
SCALE: 3/16" = 1'0" ...........
of," otsms"O A
UUILULN u
• I I J
h
PAINTED RIDGECAP ROOF TRUSS PER TRUSS TRU 4 R, PERUN 6 NAILS 28 G0.PAINTED
-TRUST",
\` STEEL ROOFING t
VENTED OR 28 GA STRUCTURAL 3-31•X.120 2X4 ROOF RAKE TRIM O
J n.
SEALTT E PAINItD SCREWS PAINTED STEEL GALV NAILS PURUN WALL POSE I 2X6 FA E rA
CLOSURE ZX4 GIRT OR PERLIN BOARD _STRIPS 24.ON EEMER � 'TRUSS > 2X6 HEAD PUCE ITNa POD a 70V
SIDING RHEAD GABLE TR SS 2X4 ROOF? ,,LL PAINTED SCREWS STRUCTURAL R TRIMr. M rry�•`n
pETdJP� /1\� 9"ON CENTER POST —' OVDRHR AD DOOR I SIDING a�.
ROOF M AL
�� WEATHERSTRIP
12'RIDGE CAP METAL SIDING 4: CRK STRUCTURAL OVERHEAD DOOR i GABLE OVERHANG �+
ROOF%URLIX I TRUSS SCREW 70 POST HEADER DETAIL I DETAIL
DETAIL ROOFING FASTENERS FASTENRRO DETAIL CARRIER FASTENER DETAIL
SCALE: 1/2•- I'D" SCALE: 1/2'- 1'0- SCALE: I Y- Vol SCALE: 1/z'- 1'0' SCALE: 1/2'- 1'0" I SCALE: 1/2'- 1'0' .--
i
L_ O
DOUBLE TREATED I PAINTED STEEL '
I 6 DOOR POSE OOFlNG l-(Y 31
W SST 2%4 ROOF PERLIN DOOR JAMB 2X( FACE BOARD 4) I-
4- 2X4 WALL __ __ rn
3] 6 NAILS ROOF U U CD
CALV. t3All5 / GIRT PER TRUSS tU
U PAINTED L OJ
24"GALVANIZED I /FASCIA C O) 4 0-
DECK SCRE'NS C) (y 0.
ROOF TRU C-L
\l VENTED O S_ O1-�
GALV.NAILS PUCE LS PER 18 GA. PAINII'0 STEEL CHANNELSOFFIT (}SIDE POST F&J TRIM > In o.
U!55 O
CARRIER - METAL SIDING
2X6 TI (fl Lf) -
SIDE7iALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG CN In
FASTENING DETAIL PAS7EN� DETAL JAMB DETAIL DETAIL :T-U
SCALE: 1/2'- 1'0' I SCALE: 1 2•- 1'0" SCALE: 1/2•- 1.0' SCALE: 1/2' 1'0' Zj Ifi
28 GA. PAINTED STEEL OwNtlt
ROOFING INSTALLED W/
`�OM CHORD SCREWS & WASHERS �...___—_. __,__._.----,--•
---- —__....__ ------. _...---� -.._.._.._....---
PERMANENT LATERAL
BRACING(SEE TRUSS W
WG FOR SPACING) •Z
2X6 SPF Z
2X4 ROOF FACE BOARD ui
URUNS 24.OC. PAINTED 2X4 SPF DIAGONAL BRACE W
EL FROM RDGEU E TO BOTH EV6 PRE-ENGINEERED Lu
' V
FASCIA 43 OC TRUSSES
29 PAINTED STE� VENTED
I� L
UN PANEL CEUNG PANES vI
PRE-ENGINEERED ROOF W
TRUSSES 4B•OC. STEEL
2-2X10 MSR SYP TRUSS CARRIER F&J TRIM 2%6 WIND UPLIFT W
J1 S1'P TRUSS CARRIERS-- INTO POST f^�
3 PLY 2X6 GLU-LAM
2X4 5PF SIDEWALL GIRTS 24'OC, v/
N POSTS 8' 00. TYP.
*' WALL BRACING GUIREMENTS:
29 GA. STRUCTURAL STEEL ALL IN1 OIAIA104 S I0%
WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA UI TREATED POSTS 8' OC. TYP. GN TITS DRA7ANG IS R-C
REQUIREMENTS: OF WALL PURUNS WITH SCREWS PROPI'RTY 01'SIIIRK
28GA STRUCTURAL POLL BUILDINGS U.C.
STEEL SIDING T4A5 DRA'uNG MAY NDI
2X4 SPF WALL GIRTS 24"OC PANELS INSTALLED Ill:;4,1107JGC0 0111CL1T
WITH SCREWS
pENM:i:]G\.13NI IA'N AND
GRADE GRADE D'ANFR Alt"RrSl'0:d411L1:
�t{tlltTllffftlt� 10 AWY N.L D%.NSILAIS
2X8 PRESSURE TREATM PRESSURE TREATED ,0�4t Q� �' f�� BI'I'Olk CONSTRUCTION
iv
GRADE(BOTTOM 8•-4000.PSI SYP SKIRT BOARD SIP GROUND CONTACT \\� •,.•a.•. ��j
OF 510 ) OPRONAL 2X6 SKIRT BOARD \\\ �• y �O DRAM ITY:_ --AI 5
.. REVISIONS:
3/4° STONE COMPACTED //\//r////\//\//.\//\//.
(OPRO AL SOIL B4CKFlLl . x S4VER PAl\lTBm 11PUF�'
/ 0J //\// POST W/12'
POST SWIFR CONCRETE
UPLIFT NOTCFffD I `\ FOOTING SEE SIZE
POST w/1z'coNCL�1E %\/,. `r/Y�,r�>ri>i�>i�•�/ r ( -
�'T 3Bo0 Psf so1L.\/\ ON FLOOR PLAN) /\,,• , _'. DATE:._611 i/ ,e
/ :\
3000 PSI. CONCRETE FOOTIN
SI IF:: SWr I'NF.:Y
(SEE SIZE ON FLOOR PLAN) 1 Y\\ .. \/\\%\\/\\/�\\\/\\/\\ %\\%\/\\/\\/\\/\\\/\\/.\\ 'i�4 '•.�7]14?;%•
TYPICAL FRAM$ \\j\ \ \ \\/ /TYPICAL FRAME/ //Yj/\\%/\\%T\%/ �'•��� ,QOF-•••••••N➢b�e\\•e SECTIO NS
-- -
SECTION \\�\\i\\\r�\i/\\�i�iati\\�\\��\ SECTION
(ENDWALL VIEW) (SIDEWALL VIEW)
SCALE: 1/4" = 1 W SCALE: 1/4" = 1>0° -�
BUILDINGDESIG.N NOTES AND DETAILS A4.8 coNGRI_rE FI_O�Fy(op'rIONAL)
---- FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
A4.1 GRADING & E(. AVATION, SLAB WILL BE POURED AGAINST SKIRTaOnIlD VJITI-1 NO TURN DOWN. i
FINISHED GRADE SHALL Br: BELOW FLOOR LEVEL WI1H ADEQl1A'fE FAIL TO CARRY A4.9 STRUCTURAL_DESIGN P A R A M L_T E R S '
SURFACE WATER AWAY FROM BUILDING. I'00'I'INGS SHALL BE CIRCULAR (UN_E:SS -
NOTED OTHERWISE) AUGERED TC THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE m
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE G A II GOR
RISK CAPE-GORY I o ��
A4.2 F00'rING$. EXPOSURE CATEGORY== C " L7
3c r
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT 1.10GHT & ARFA LIMITATIONS=5B. UNPROII:CFED
FOO-PINGS SHALL BE A MINIMUM OF 36" DEPTH I OR FROST' PROTECTION OR; OCCUPANCY LOAD.--AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE 'TOTAL NUMBFR OF F!.00RS= i
FOLI OWED. DRY MIX CONCRETE 'IYDRATED IN--SI-U WILL BE USED UNLESS TOTAL FLOOR AREA (SO FT)-12.00
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=17,700 otsicti� - -
A4.3 1=R.AMING STRUCTURE IS DESIGNED FOR ASCE 7-16 u,.TiMATF WIND SPEED, VULT=130 MPH Lq O o
ECG
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2. SPRUCE OR COMPARABLE. (3 SUCOND CUSP) AND NOMINAL DESIGN WIND SPl_ED VASD=103 MPH.
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN "0= o, +'
SOIL BEARING CALCULATIONS ARE:. BASED ON SOIL BASF CONDITION .5000 PS'r a� E
YELLOW PINE. 11MBERVALUESi FOR 3 PLY 2X6 GLU-LAM :FB-2150, FC=2050. LUMBER > u+
u CIl
FOR TRUSS CARRIERS SHALL BL !11 OR BE'I'IF:R SOU'IHLRN YELLOW PINE. ALL GROUND C0)48" BEI.OW GRADE L,NLESS NOTED OTEERWISE. b
CONTACT LUMBER SHALL BE 1RLATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) h11N.SNOW; 5 PSF 'PUP CHORD & 5 I'SF a0'rl'CM CHORD LOADS. CD
USE CATEGORY 40 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODEStj
SHALT_ BEAR AN ACCREDITED LABEL USING #1 OR 19EITER SYP. THESE FLANS ARE UL51CNf::D IN ACCORDANCE WITH 'THE FOLL.ONJINC BUILDING CODES: I o u
A4.4 ROOF..TRUSSr;S. 2021 BUILDING CODL OF NEW YORK STATE AND ASCI 7-16 > .N 0
ROOI- TRUSSES SHALL. BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, _ � -Y
COLLATERAL LOAD, AND WIND LOAD ARE TO BE. IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN R l_I_E R E N C E S: ?'
TRUSS FRECTION AND BRACING SHALL. 13E PROVIDE.) ACCORDING TO MANUFACIURERS
NI-'13A GUIDLINES I'OR '0S'r &. FRAME CONSTRUCTION o
SPECIFICATIONS. BOT"TOM CF,ORD OF TRUSS SHALL HAVE PERMANENT LATERAL ^.3RACING AMFRICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSIRUC110N
OF 120" OC. OR AS REQUIRED PFR ROOF TRUSS DESIGN. THE DESIGN PROFESS''ONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) owN+N
RECORD HAS REVIEWED THE PRE-ENGINEERLD ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL. S"ANDARDS (ANSI 117-2010)
& RIC 107.3.4.1 AND THLY COMPLY WIIH THE.. SIRUCFURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTC10)
A4.5 ROOF' TRUSS Vj?L,JFI' ONQ LAICRAL, CONNI':CTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND 011IER STRUCIURES
PRIMARY R0017 TRUSSES SHALL BE CONNECTED TO 'THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) z z
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER
+Ill I UPL.IF'I BLOCKS WITH A SUFFICIENT NUMBER OF FACT'_ NAILS TO OFFSET 'III[ WIND n4.12 WARRANTY N O f L'S W �
UPLIFT FACTOR AND !..A'IERAL LOADS NOTED ON THE ROOF IRUSS DRAWING IN ------ - C)
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 7.308.10.E
ANY DESIGN MODIFICA I10N OR ANY S'IRUCTURAI. MODIFICA r!ON BEFORE, DURING, OR
�
A4.6 FASTENERS AND FRAMINLC)QtyNE%TIQNS-STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER IFIAN U)
EP484 DIAPHftAM DESIGNS& ACTIONS FOR METAI_CI_AD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE:. BUILDINGS 1_I-C WILL VOID ANY AN W
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST "TO ALL WARRAN'IILS PROVIDED BY MANUI"nCTURERS AND/OR SHIRK POLE BUI!_DINGS 1_I_C.
FOOTING CONNECTION. AI_I_ FRAMIN(' CONNECTIONS SHALL BE OF A S17_F AND DESIGN SUCH Wt N MODIFI ATIQN AND ZOR STRUCTURAL_MODIFIC�TION5 INCLUDL:- (�J
TO MEET DESIGN LOADS SPECIFIED.'NAILS USED IN .60 ACQ/CCA TP,EAI'ED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY I-
SHALL BE: 12D 110'1 DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MII. SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS. BEAMS, TRUSSI:.S, U,
65 CLASS G 185 HARDWARE. THE MINIMUM AMOJNI' OF 12U NAILS IN 2X4 ROOFPLRLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
PF..I�I_INS IS 2. 'r1IE MINIMUM AMOUNT OP 17_D NAILS IN 2X4 WALL_ GIRTS IS 3. 'IIIE SUGII DFSIGN,__U DIO f'I(;nTION _ANI�,_STRUCTURAI MODIFICr,IIQ.N.`,�'_ L,SOINC�Uf)G
MINIMUM !! OF 121) NAILS IN 1i" STRUCTURAL TIMBER IS 1 PER �" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT' LOAD f"ROM nODIT10NS LEAN t0'9, ATTIC .+ o,rnA110N nI AN
STORAGE.., CHAIN HOIS IS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. eN nus naA%ANG IS HC
TRUSS CARRIER CONNECIION TO POS I': 1!%%4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY 0r SPIRK
VALUES; LATERAL DESIGN VALUE=a33 LB, TENSILE S7RENGTI.1=139,000 PSI, SHIRK POLE BUILDINGS LLC WILT 'NOT BE LIABLE: TOR ANY FAILURES RL`.iUl_TING VOLE. BUILDINGS TLC.
FROM 'THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY O 1*TER MODIFICATIONS I nas-ANNMODUG MAY N0f
PULLOUT-=2644 LBS, HEAD PULL 'IHROUCII=825 L.BS, MIN. BENDING ANGLE=35' ttRElxwucUlluIlCNII
NOT APPROVED BY n CERTIFIED ENGINEER. I No+wssal:W.9ura<nND
A4.7 MF._T� 'IDING-AND RQQF'ING METAL SIDING AND ROOFING SHALL BE INSIALLED O0VM.FyclOVEN9ONS
ID KnCr N.L DIlCN50N5
WITH #9 WOODGRIP, �" HEX IIf AD, MEi-AL AND RUBBER WASI-II GA_VAN:7_Ep ���s��„►lurarrrry�y I DUORE CONSIRUC110N
COLOR MAICHING SCREWS. FASTENERS SHALL COMPLY WITH THL ROOFING & SIDING `o�� of New s��� atnhla liv: nls-
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `,\s� ••. % � e4 ItIviLvt . __-
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED Gj:•' ,tj°�� '� zrnsloNs:
ADM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. Wit%may 'S� IT
METAL SIDING AND ROOFING SHALL BE 'TRIMMED WITH CORRECT FLASHINGS AT 3� Q r L m Iry -
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDCFS, EXCEPT; s c' 1 A= ` DATI: 6/17/24
BOTTOM I-_DGI_ OF STANDARD ROOFING MATERIALS. �5 (f Z a SIL: SWLI.N[:1'4 r
Job Truss 1 Truss Type ICty ( ly 130'StorkTruss
128226321
B611063 T30 FINK it 1
--_ JJob Reference(optional)
Superior Trusses, Ephrata,PA 17522 7.640 s Sep 29 2016 Mi rek Industries.Inc. Mon Nov 07 14:17:20 2016 Page 1
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b-10-9' 7-10-0 7.2-0 7.2.0 7-10.0 b-10$
Scale=1:54.1
54 =
4.00 12
2x4\\11 12 20
3 5
91
q 2
- 6 7
O d, 10 9 8 ��to
4x10
4x6 4xB 44
4x10= =
= = =
i 1au
to-8-t7 zn-a-0
10.z� aS8 1nJ.4
plate Offsets(x Yl- [2:0 0 0.0-0
LOADING(psf) j
i SPACING- 4-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 30.0 plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.43 2-10 >827 240 MT20 197/144
(Roof Snow=30.0) Lumber DOL 1.15 ! BC 0.90 Vert(CT) -0.68 2-10 >518 180
TCDL 5.0 Rep Stress Incr NO ' WB 0.38 Horz(CT) 0.17 6 We We
BCLL 0.0 Code IBC2015rrP12014 I (Matrix) i W1nd(LL) 0.21 B-10 >999 360 i Weight:136 lb FT=0%
BCDL 5,0
LUMBER- BRACING-
TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins
BOT CHORD 2x4 SPF 210OF 1.8E (Switched from sheeted:Spacing>2-8-0).
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing.
REACTIONS. (lb/size) 2=248610-6-0,6=248610-6-0
Max Horz 2=162(LC 9)
Max Uplift2=777(1_C 10).6=777(LC 10)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=5541/1653,3-11=4762/1428,4-11=-4585/1453,4-12=4585/1453,5-12=-4762/1428,5-6=554111653
BOT CHORD 2-10=1445/5108,9-10=832f3444,8-9=832/3444,6-8=1445/5108
WEBS 3-10=1313/532,4-10=354/1556,4-8=354/1556,5-8=1 31 315 32
NOTES-
1)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=103mph;TCOL=3.Opsf;BCDL=3.Opsf;h=15ft;8=45ft;L=24ft;eave=4ft;Cat.11;
Exp C;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Fully Exp.;C11=1.2
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs
non-concurrent with other live loads.
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6)Plates checked for a plus or minus 2 degree rotation about its center.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=777,
6=777.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ofNEL�
designer.
11)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��. LPN fiaglgG,� Q�.
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November 7,2016
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( WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. A !
i Design valid for use only with MITeMD connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i
building design.Bracing Indicated is to prevent bucUng of Individual truss web and/or chord members only.Aaaalonal temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. I Chesterfield.MO 63017
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