2005-11-08 Park Structure
PERMIT NO.
i: ADDRESS
~ OWNER
c:5 CONTRACTOR
~ ~g~~I~~ToN
~ 0 DRAIN TILE
~ 0 PLUMBING RI
-.J 0 HEATING RI
~ 0 FRAMING
@ COMMENTS ~'?-
~
~
~
ex:
f2
lLJ
ex:
q::
g?
~
~
~ ~WORK SATISFACTORY: PROCEED. . 0 PHOTO TAKEN
o 1i.~ORRECT WORK & PROCEED.
~ 0 CORRECT WORK & CALL FOR RE-INSPECTION BEFORE COVERING.
lLJ 0 CORRECT UNSAFE CONDITION IMMEDIATELY
Q 0 STOP ORDER POSTED. CALL INSPECTOR.
S 0 INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.
CITY OF.ALBERTVILLE
INSPECTP1. N NOTICE
M T t'V TH F
SCHEDULED
tll/~OS
Date
Time
PHONE
PHONE
o FIREPLACE AT THROAT 0 DEMO
o INSULATION 0 SITE INSPECT
o PLUMBING FINAL 0 GRADING/EXCAV.
o HEATING FINAL 0 COMPLAINT
o FIREPLACE FINAL 0 FOLLOW-UP
o FINAL 0
s~~
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~::::~t:~51O~ at least 24 hOUffi In advance for an appolnttnen'
Inspector ~
City of Albertville, 5975 Main Avenue NE, Albertville, MN 55301
Phone: 763-497-5106 Fax 763-497-3210
White Copy/Inspector's Files
Yellow Copy/ Site Notice
FROM CITY OF ALBERTVILLE
FAX NO.
7634973210
A!~~fi~{JI~."-
BVJLI>I~G PF.RVIIT APPLICATION
5c)75 Main Avenue
Albertville. MN 55301 ~310
Phone: 763-497.5106 Fax 763-497~
----~------------~----------------------
Site Addl'ess:~oJ~ ~~ .~~dcLti-fo~", ~J~t.1L-,.
Business Name: n" k- ilf\ l.AjooCC_p",,(J&.-.__ n___ _,. __
The Applicant i$: $-. OWll~r _X.- Contractor __ Tenant
LcglllDescription: IOwW- L-.t...ttc..S o<..etl~t D
Addilioll_.... s::- -I--IA M('.L'M1oV\. I "I 1:31;.(,k
Owner:
Narne..co..,g(~pe.7l! DLV.' _~ Addn::ss:3'63t\ ,~v\t(€.. PQ.~ Df,_..
S....ll4.. e. 0 11
City Rb~(..vl~lo.. _ Sl H~ Zip 5"5/.1 .:L
Phone (1-1),-105""1 ~G:1c~4S23(*)t4"l-_5~-,"'-S43 (C)J~.LL.~:~o.s31
Contractor: J...
Company Name 0.lA,.tlftUTol j?(Op~tt'1.. ~~ <__License #_..
Address ~~~~'Po~ D.,r~City, QOS(Z.ll~~StM~ ZiP.!2'$i1~.
$~8l)O
Contact Person .p/~,.. 7rcHI\~.s '_.
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Phone: (W) ~~f)0J' 'f~2-3 .JC).1All: .~I.a /()f) ~.~(Other) ___..
"
Architect:
Name
tJ/A.
Address
City __.
St.._Zip
Phone (W) _. ...__..
._(C)_,_
_._(Other) ,,__
Type or Work:
N....\\ Construction Rc~idcntilll
, CII' ('Ol1stnK'tion Commercia
Cn<ll1t '1111, I
Addition
GlLrll~e!St1ect
(',limn Plhg
Ahermion
Rl::sid.;:iR!:rDoi'
Co,nm Ht!;!
Finish Bsmt
Fil'eplac.:
Deck
DescriptillR ofWol'k: _ ( (0 I '/.. I~I..._ Pc..v~ "S-t {l..LQ;UIL
Size f)f Structure: ( I Tol.lIl Square Footage;
L.:ngth "_~ First Floor z5""1o
Widrll _1!&' __ Second Flo<.lr
I kight .. l'"-l ' Basenlem
, Unmgc
Estimltl~d Valuation Of Work: .Jl. 1,:",,000
S"/Ulr"I.> I)/Jlm/I.\" ar(' J'~q'lm!(lf()r ~lec'I/"Ical. plumhing heaT/'lg, \'1m/ifill/on o~ air <ondilranmi{,
I !Jj'ri'/~I ~'I:Ji'f\' (b(IIIIIIIH' l'('el;l W1ft ~'ww",wtl m~. lfJ'"b~'(JJ;{m ami rJll,/"I'\I(ln~J J/IIJI ltlJ u.,,,t. \~.hJ('b i'$. ht!il1;.': {1t!J:lm'Jm:d ,dud' nJllr/l~\
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Permit #. t; . - tv 70
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Typ~ ofCnnsl.
Use 01' Bldg
OCCUlll\ncy Group
Oc\:upam:y I.oad
Zoning
Me Fire Sprinklers Required?
Yes No
Special Approvllls
Dttle ^l'\'lr{wcd
Fire Del}!.
-t1f~:-Engil1t:t:r ___;~~'__~
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shelters gazebos kiosks
benches tables receptacles
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Lite hfi e I d ~~!6lSg~~J~1~~~~~b~WRIETARY
landscaps ~,_;)h~PUCED WITHOUT THE WRITTEN'
elements :, , }:JSION FROM LITCHFIElD
;'i,rRIES, INC. AND/OR IS NOT TO
L ;0 IN ANY MANNER DETRIMENTAL
! INTEREST OF LITCHFIElD
ES, INC.
SRT-TTP TNSTRTTCTTONS
for
~twA~~
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Rz,nIW1
16' PTTTSRTJR~H SQTT A RR SHRT ,TRR
(with T&G Decking / Standing Seam Metal Roof /6:12 Roof Pitch)
RRRCTTON Nons
A. After application of a high quality finish and careful inspection, all members are wrapped to protect
the factory finish during shipping. It is important to remove the wrapping within 7 days after receipt
of the shelter. This will minimize any damage from the protective wrap and packing tape. Please
handle all members carefully to protect this finish. Failure to remove the wrap in a timely manner may
result in damage to the fmish. Because of their size and weight it is often impossible to handle structural
members without causing some blemish or damage to the finished surfaces, either in shipment or on-site.
Should members require touch up, matching paint is provided. The cost of such touch-up work shall be
the contractor's responsibility.
B. Members and connections have been pre-fabricated as shown on these drawings; however, all of the
connections may not have been pre-fit. The erector should therefore, as indicated in the AISC Code of
Standard Practice for Steel Buildings and Bridges, check for possible interferences due to warped
members caused by welding during fabrication. Such minor misfits as those, which can be corrected by
alignment with drift pins, are a normal expectation. Where shortages or other errors do occur, Litchfield
Industries should be advised immediately so that they may determine the corrective action to be taken.
No corrections or alterations are to be made to our products without permission. Back charges
must be pre-approved before any product corrections are performed.
C. All members must be properly braced until the complete structural system has been completed. This
building has been designed as a freestanding, open structure. If walls are to be added, or if the building is
to adjoin another structure, or if any modifications are to be made, the structure must be re-engineered
prior to these modifications.
D. It shall be the responsibility of the customer to engage the services of a locally licensed soils
engineer to design the footings based on the actual soil bearing capacity; water table level; and specific
loading requirements (seismic, snow, wind, etc.) for the proposed site of the shelter.
Litchfield Industries, Inc. 4 Industrial Drive Litchfield, MI49252
(800) 542-5282 ph. (517) 542-2988 fax (517) 542-3939
www.litchfieldindustries.cominfo@litchfieldindustries.com
, ,
FOOTINGS
:.J T "0 MT. II IN ('........
10' ij~j.~~fl .._\"
,uN AND IS NOT TO
STRP 1: Layout centerlines for the concrete footings on the ~elect~dsHafiQ Mib'UiOOTtIfl}~1WllJN!1..
ELAN. Excavate footing holes to size, and erect footingreinfoti:S:ffi}N.t6~@fM:1fi~erlYour local
soils engineer. I TRIES, INC. AND/OR IS NC
. ,1 . D IN ANY MANNER Dnp
STRP 2: Pre-assemble the provIded anchor bolt templates, aIJ.chor bO~'~TIAjh~Jn~:~ee.
"A Nr.HOR ROT.T TFMPT .A TF ASSFMRT 'y". AlloW! ?:-.7/8" to 3-d/~1~ef anChor bofnhte'ad
exposed above the template. . .
STRP J: Pour concrete piers to 4" below the finished slab elevation. The eave height of the shelter is
based on a 4" concrete slab on top of the concrete piers. Any variation of slab thickness must be
made downward in order to maintain the eave height. It is critically important that the tops of the
piers are level and at the same elevation. Failure to achieve this will create major alignment
problems for the structural steel.
STRP 4: Before the concrete sets, place the anchor bolt template assemblies (from STEP 2) into the
wet concrete. Align the templates per the GROT JNT) PT.A N. Alignment is critical, double check
that it is correct.
STRP 5: Allow concrete to harden and reach full strength (48 hours minimum) before continuing.
STRP lie Remove anchor bolt templates from the anchor bolts. Save the hex nuts for mounting columns.
STF,P 7: If the tops of the concrete piers are not uniform, a non-shrink grout may now be applied to a I"
maximum thickness. Allow the grout to fully harden before continuing.
FRAMING
STF,P H: Columns (Cl). Using a small crane (or other safe means), individually lift, orient and lower
the columns onto the anchor bolts. Be certain to orient each column with its high point (at the top)
towards the center of the shelter. Align & plumb each column, and secure it to its anchor bolts
using the provided %" lock washers and %-10 hex nuts.
STRP 9: llip Beam (DBl) / Compression Ring (CRl) Assembly. Working at ground level, attach
two (2) Hip Beams to opposite sides of the Compression Ring using the provided hardware. Note:
The cover plate on the compression ring should be on the bottom. See r.ONNFr.TTON (S 1 ).
STF,P 10: Lift the Hip Beam/Compression Ring assembly (from STEP 9) in place, centered over two
opposite columns. Align the holes in the bottom of the hip beams with the holes in the column
caps. Working in the access holes in the top of the hip beams, attach the hip beams to the columns
with the provided hardware. Align, plumb and brace the assembly. See r.ONNFr.TTON (S2).
STRP 11: llip Beams (DBl). Individually, lift the remaining two (2) hip beams into position and
attach them to their respective columns and to the compression ring using the provided hardware.
See r.ONNFr.TTON (S 1) & r.ONNFr.TTON (S2). Align, plumb and brace the assembly.
2
CONTAINS
; lON AND IS NOT TO
FRAMING (Continued) )f)UCED WITHOUT THE Wh,
SION FROM LITCHFIELD
PURLIN INSTALLATION NOTES: 'TRIES, INC. AND/OR IS NO
· There are access holes cut into the top suiface, at the endsr'ofeat[hl)Jmi~N~~(~w.411{~lP
purlins, the access holes must always be on top. 'NTEREST OF UTCHfl
· Pre-assemble all threaded rods with one %" compression lfas~er an<t~~(!{J,. %-10 A325 hex
nut. Turn the nut onto the threaded rod so that all threads on the nut are fully engaged.
· Refer to the FR A MTNG PI.A Nand f:ONNFf:TTON (S1) for locating and installing all purlins.
· DO NOT fully tighten purlin connections until all purlins are in place. When first installing
purlins, align the purl in and make the connections FINGER TIGHT.
· Once all purlins are aligned in place, systematically tighten all purlin connections.
· DO NOT OVER-TIGHTEN purlin connections. Over tightening will cause permanent
damage by collapsing the sidewalls of the hip beams
STF.P 12: Purlins (PI). Raise the first purlin into position between two (2) Hip Beams (HBl). Align
the slots in the purlin end caps with the holes in the sides of the hip beams. SUPPORT AND
BRACE THE PURLIN. Working in the access holes of the purlin, insert two (2) pre-assembled
threaded rods through the purlin end caps and through both sidewalls of the hip beams.
STF.P H: Working clockwise around the shelter, raise into position and align the next Purlin (PI).
SUPPORT AND BRACE THE PURLIN. Feed the two (2) threaded rods (from the purlin to the
left) into and through the slots of the end cap of this purlin. Install one (1) %" compression washer
and one (1) %-10 A325 hex nut "finger tight" on the threaded rods. Insert two (2) pre-assembled
threaded rods at the opposite end of the purlin.
STF.P 14: Repeating the procedures in STEP 13, install the remaining Purlins (PI).
STF.P 15: Purlins (P2). Using the procedures given in STEPS 12-14 above, install Purlins (P2).
STF.P 16: When all purlins are in place, recheck that the structure is aligned & plumb, then tighten all
connections.
STF.P 17: Once all connections have been tightened, the structural frame is self-supporting and free
standing. It is now safe to remove all supports and bracing.
NAn .F.RS, TONG'TF. & GROOVF. (T&C'~ DF.CKING and ROOFING FR' .T
STF,P 18: Nailers. Pressure treated southern yellow pine 2x6(nom) lumber has been provided for use as
"nailers" for installing the T &G roof deck. Nailers must be field cut to length to fit on the top
surfaces of all hip, ridge, rafter beams, and purlins. 3" TEK Screws have been provided to anchor
the nailers in place. TEK screws are to be installed 12" on staggered centers.
STF.P 19: Tongue & Groove (T&G) Decking.
· Custom milled 2x6(nom) Southern Yellow Pine Tongue & Groove decking slats have been
provided.
· T &G decking slats have decorative V -groove edges on one side. When installing the T &G, place
each slat with its V-grooved side facing down so it can be viewed from inside the shelter.
· Attach T&G slats using two (2) l6d common nails at each intersection with a nailer.
3
TONGTJR & GROOVR {T &C'~ URCKTNG (Continued)
· Install rows of T &G slats running from eave to peak.
· Mark the center of each roof section on top surface of the purlins.
· Begin laying T &G in the middle of the roof section and add slats working out toward the hips.
· Cut off the T &G slats at the centerline of the hips, using the cutoff pieces on the opposite roof
slope as indicated on the T&<T CTJTTTNn OTA<TRAM.
STRP 20: ROOFING FELT. Roll out, overlap, cut and anchor roofing felt per manufacturers
instructions. Galvanized roofing nails have been provided.
<,,,~CNl COM1MNS ,
1H\S U~~\Jyt;'N ~NO \S N0110WHrrn:J\
\NlOn\'lI~1 \0 \N\1HOU11Ht
pFPp:,nuUCED OM l\1C\1f\ElD T
'P~H\~\SS\ON fR "NO/OR \S NO I
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I, " 1\ M'f \"11'\ \'4 r \'
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4
STANDIN(; SRAM (:MRRIDIAN.) MRTAT. ROOF
INST A 1,1 ,A TION INSTRUCTIONS
fm:
16' PITTSRUR(;H SQUARR SHRI,TRR
(wiT &G Decking)
FNT CONTAINS .~
.j(''J iON AND IS NOT Iv ,
C'!'}UCED WITHOUT TH~ Wh,.
"'.' , . (~;SION FROM L1TCHFlt~D
'fRIES, INC, AND/OR I;:,. NS
. "'0 IN ANY MANN~R OUL
, ,,, INTEREST OF L11CHf!
,'t:C:: INC.
t "t..'C>>'
This roof surface is extremely slippery!
Do not attempt to ~tP.p/dand/or walk on thi~ roof
Use all necessary precautionary safety measures when installing this roof
~
· Roof panels are labeled on the bottom side of each panel at the eave edge. Panels are labeled "IA" _
"12A" and "IB" - "12B".
· Panel placement is illustrated on the P A NFl I.A VOl IT,
· See the SCR EW SCHRDI IT .F. for fastener locations.
· It is recommended that the metal roof panels be separated into groups (by letter), and placed in an
area near to the section of roof where they will be installed (See the Panel Layout).
· Each metal roof panel has ribs along its left and/or right edge(s). These ribs are not the same. One
rib is larger than the other. The larger rib is on the left side of the "A" panels, and on the right side
of the "B" panels.
· When the metal roof panels are installed, the ribs on the edges of the panels will interlock. The
larger rib always goes on top of the smaller rib.
· Prior to installation, all roof panels must be field trimmed and hemmed. See P A NFl.
HEMMING instruction sheet.
· There are three types of hardware for fastening the metal roof panels and trim:
1. l" Woorlgrip Pancake Hearl Screws are used for securing the metal roof panels and eave drip
trim to the T &G decking.
2. l" Woodgrip Socket Screws are used for anchoring the Zee Closures to the roof deck.
3. l/R" Stainless Steel Pop-Rivets are used to fasten the Hip Trim to the Zee Closures.
5
6
MRTAT, ROOF (continued)
STRP 1: Panel Hemming. Before installing, all metal roof panels require hemming. Using the
provided Hemming Tool and P A NFl. HEMMING instructions, field trim and hem the eave edge of
all metal roof panels.
STRP 2: Foam Closure Plugs. After hemming the roof panels, install one (1) Foam Closure Plug in the
smaller rib (on the bottom side) of each roof panel. Locate each plug 1"-2" from the eave edge of
the panels.
STRP J: Eave Drip Trim. Position Eave Drip Trim sections around the perimeter ofthe eave, miter
cutting to fit at the shelter corners. Temporarily "tack" the eave drip trim in place using small dabs
of construction adhesive (NIC).
STRP 4: Roof Panel (lA). Beginning at the left side of any roof section, position Panel "IA", locking
its "hemmed" edge onto the eave drip trim, and aligning it's (angle cut) left side with the centerline
of the hip.
STRP 5: Insert 1" Pancake Head Wood Screws along the right edge of Panel "IA" per the SCREW
SCHEDl TT .F..
STRP 6: Roof Panel (2A). Position Panel "2A" next to panel "IA", lock its "hemmed" eave edge onto
the eave drip trim, and snap its left rib onto the right rib of panel "1 A".
STRP 7. Insert 1" Pancake Head Wood Screws along the right edge of Panel "2A" per the SCREW
SCHEDlTT .F..
STRP R: Roof Panels (3A-12A). Using the procedures outlined in STEPS 4-7 above, install roof panels
"3A-12A".
STRP 9: Repeating the procedures in STEPS 4-8 above, install roof panels on the remaining roof
sections.
STRP 10: Zee Closure. Miter-cut and position Zee Closure pieces along the hips on each roof section,
one (1) Zee Closure per roof panel. Before securing the zee closure to the roof, apply a strip of 1"
Tape Sealant to the bottom surface of the zee closure. Next, secure the zee closure in place using
the provided 1" Tek/2 Socket Head Screws spaced 5" on center. After the zee closure is secured in
place, apply Tape Sealant to the top surfaces of the zee closure pieces.
STRP 11: Hip Trim. Working from eave to peak, miter-cut Hip Trim to fit. Splice joints of hip trim
should have approximately 3"-4" of overlap. NOTE: It is helpful to have a second person
standing at ground level to visually assist in the alignment of successive sections of hip trim.
Secure the Hip Trim to the Zee Closures (on both sides of the hip) using the provided Pop Rivets.
Space the pop rivets on 6" centers along the hip. Repeating the procedures in this step, install hip
trim on the remaining hips of the shelter.
rO~,!T11IM<;'
';',.",..1\ Pi",
iON AND IS NOT TO
C,iDUCED WITHOUT THE WHnT
hiLSSION FROM LITCHFIELD
INDUSTRIES, INC. AND/OR IS NOT
BE USED IN ANY MANNER DETRI
E INTEREST OF LITCHfiELD
ES,INC.
OPTIONAl, CTTPOI,A
STRP 1: Cupola. Carefully, lift the Cupola into position at the peak of the roof. Align and plumb the
cupola. Secure the cupola to the roof deck using the provided hardware.
CONCRF.TF Sf ,A R (NIC)*
STRP 1: Excavate, built forms and reinforcements (as required by local codes) for a 4" concrete slab.
Pour concrete to 4" above the footings in order to establish the intended eave height.
COMPf .RTION
STRP 1: Remove concrete forms and debris. Touch-Up Paint has been provided to cover blemishes
caused during handling & construction.
SetUpInstr - 16'PittSqr.doc:8-IO_05jpb
cmITAIW";
:ON AND IS NOT TG
(,)DUCED WITHOUT THE Wr~j
iSSION FROM LITCHFIELD
H\Li:USTRIES, INC. AND/OR IS NOT
BE USED IN ANY MANNER DETRHvlENTAL
TO THE INTEREST OF LITCHFIELD
INDUSTRIES, INC.
7
PANEL HEMMING
Medallion-Lok Panel
Field Notch
-.
-</""
1 1/2" /" "'.
Panel Hemming Tool
~ Medallion-Lok Panel
J ~ ;:~,e' Hemming
U/
~ M.d,moo-lok p'o.r .
/ Panel Hemming
, Tool
. -,
, "
, ,
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~
NOTES:
1. Cut through male and female legs/ribs 1 1/2" up from panel end as shown.
2. Then cut diagonally with metal shears as shown.
3. Place hemming tool over panel tab.
4. Bend down and under to 1800 as shown.
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USED \N I\Nlfof U1CHf\f.lD
10 l\1E \N1ERE
\NDUS1R\ES, \Me.
{ie, CONTAINS
,cPl?'}[)UCED AND /S NOT TO
I'f'iii;;:' WITHOUT THE lA!"
c".:' ;~,)SION FRO . "1\
"U;:i fRIES IN M LITCHFIELD
E IN ANYC, A~DIOR IS NO'(
· INTEREST MAi\JNER DETP ,
,,~~ I. A.I OF LlTCHFlD
"."'''', ,1\C~
PARTS I ,1ST
16' PITTSRJJR~H SQJJ A RF. SHF.I,TF.R
(6: 12 Roof Pitch I T &G Decking I Standing Seam Metal Roof)
no' Ground Plan)
DF.SCRIPTION on: DF.SCRIPTION on:
Compression Ring (CRl) Assy 1 LITCH TOP PRE-CUT METAL ROOF: -
Column (Cl) Assy - 5"x 5" x 3/16" x 9'-39/16" 4 Panel- 21 1/8"lg (2 each of lA, 12A, 6B, 7B) 8
(Beam: 9'-6")
Hip Beam (HBl) Assy - 7"x 5" x 3/16" xII '-83/8" 4 Panel- 39"lg (2 each of2A, l1A, 5B, 8B) 8
(Beam: 12' -0")
Purlin (PI) Assy - 5" x 5" x 1/8" x 8'-3 1/16" 4 Panel- 56 15/16"lg (2 each onA, lOA, 4B, 9B) 8
(Beam: 8'-6")
Purlin (P2) Assy - 5"x 5" x 1/8" x 15'- 4 7/8" 4 Panel- 74 13/16"lg (2 each of 4A, 9A, 3B, lOB) 8
(Beam: 15'-6")
Cupola Assy (wi Mounting Hardware) 1 Panel - 92 11/16"lg (2 each of 5A, 8A, 2B, llB) 8
HARDWARE: - Panel- 110 9/16"lg (2 each of6A, 7A, lB, 12B) 8
%-10 x 7Yz" B7 Threaded Rod 16 Hip Trim- 29ga x 6" x 6" x 10'-0"lg 5
%-10 x 1 Yz" A325 Hex Head Bolt 16 Eave Drip Trim - 29ga x 5-1/8" x 3-1/2" x 10'-0"lg 8
%" Compression Washer 48 Zee Closure - 1 1/8" x 7/8" xl 1/8" x 10'-0"lg 10
%-10 A325 Hex Nut 32
#10 x 1 "lg Pancake Head W oodgrip Screw 150
ANCHORING HARDWARE: - #10 x 1 "lg Socket W oodgrip Screw 175
Anchor Bolt Template - II"xll" (w/07/8" holes) 4 1/8" SST Pop Rivet 250
Anchor Bolt - %-10 x -16"x-3" 16 1/8" xl" x 30' -O"lg Tape Sealant (Rolls) 8
%" Lock Washer 16 Inside Foam Closure Plug 50
%-10 Hex Nut 32
Touch-Up Paint [Frame Color] (Cans) I 15# Roofing Felt (RQlls) 2
1" Galvanized Roofing Nail (Lbs) 1
2"x6"(nom) x 16'-0"lg PTSYP Slat (Nailers) 10 3" Tek Screw (Nailers -to- Structural Steel) 180
2"x6"(nom) x 10' -O"lg SYP Slat (T&G) 84 16d (T&G to Nailers) (lbs) 18
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STEEL & HARDWARE SHOP NOTES:
1. All structural steel tubing shall be ASTM A-SOD Grade 8.
2. All other steel (plates, gussets, etc.) shall be ASTM A-36.
3. All welding is to be done in accordance with latest AWS standards. All
welds are to develop full strength of component parts. (E7081 Electrodes)
4. All bolts to be ASTM A-325 & threaded rod to be ASTM 8-7.
5. All fabricated steel & structural tubes to be painted with a rust inhibitive
Alkyd primer according to Steel Structures Painting Council (SSPC-SP2)
as outlined in AISC 6.5.
ROOF MATERIAL:
Roof decking shall be custom milled 2x6(nom) southern yellow pine tongue & groove slats.
Finished roof shall be 26ga, 15/16" high x 16" wide, Fy=50ksi, standing seam steel panels.
ERECTION NOTES:
All members must be properly braced until the complete structural system
has been constructed.
NOTE:
This building has been designed as a free standing, open structure. If walls
are to be added, or if the building is to adjoin another structure, or if
other modifications are to be made, the structure must be reengineered
prior to these modifications.
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS NOT TO 8E
REPRODUCED WITHOUT THE WRITTEN PERMISSION FROM LITCHFIELD INDUSTRIES,
INC. AND/OR IS NOT TO 8E USED IN ANY MANNER DETRIMENTAL TO THE
INTEREST OF LITCHFIELD INDUSTRIES, INC.
N.I.C. = NOT IN CONTRACT
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TITLE: Sho Notes
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
LO'(t(bIh1~~~~ 41ndustrialDrive DRAWN BY: JPB SHEET: 2
MAT'L I~ lit~~f~el~~!2~52 DATE: 8-08-05 OF: 10
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INDUSTRIES, INC. AND/OR IS NOT
BE USED IN ANY MANNER DETR\
INTEREST OF L1TCHFI
ES, INC.
-
-
Concrete Footings
by General Contractor
(NIC)
DESCRIPTION
TITLE: Ground Plan
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
1O'lt~~1Fk~~d 41ndustrlalDrive DRAWN BY: JPB SHEET: 3
MAT'l I~~ Ut,;~~el~~~2~~~52 DATE: 8-08-05 OF: 10
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(4) REQ'D
FASTENERS USED @ EACH CONNECTION
(2) 3/4-10 x 1-1/2" A325 Hex Head Bolts
(2) 3/4" Compression Washers
Note: Nuts are pre-welded to the inside of the hip beam (HB 1) end plate.
TITLE: Connection S1
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
lLOit~~iffi~~d 41ndustrialDrive DRAWN BY: JPB SHEET: 6
MAT'l I~ Lit5~r~4~!2~~52 DATE: 8-08-05 OF: 10
DESCRIPTION
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DATE
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(4) REQ'D
FASTENERS USED @ EACH CONNECTION
(2) 3/4-10 x 1 1/2" A325 Hex Head Bolts
(2) 3/4" Compression Washers
Note: Nuts are pre-welded to
DESCRIPTION MAT'L
the inside of the Column (C1) cap.
TITLE: Connection S2
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
lLott<<:;lhlV]~~d 41ndustriaJDrive DRAWN BY: JPB SHEET: 7
~ Li~5h{i7il~~!is~52 DATE: 8-08-05 OF: 10
REVISION NOTE:
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(4) 3/4" Compression Washers
(4) 3/4-10 A325 Hex Nuts
DESCRIPTION
TITLE: Connection S3
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
lL~it~Ih1~~~d 41ndustrialDrive DRAWN BY: JPB SHEET:8
MAT'l ~~ Li~~hr'iiI~~!4~~52 DATE: 8-08-05 OF- 10
10'-0"
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Use cutoff pieces
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T&G REQUIREMENTS
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DESCRIPTION
REVISION NOTE:
DATE
CONTAINS
ON AND IS NOT TO BE
JCED WITHOUT THE WRiTTEN
:,SION FROM LITCHFiElD
rRIES, INC. AND/OR IS NOT TO
D IN ANY MANNER DETRIr41ENlii.L
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TITLE: T&G Cuttin Dia ram
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
LOit<b~~~~d 41ndustrialDrive DRAWN BY: JPB SHEET: 9
MAT'l ~ Lit~r~e'~~!2~52 DATE: 8-08-05 OF: 10
REVISION NOTE:
DATE
SECTION PERPINOICULAR TO HIP
2x6 (NOM) T&G
ROOF DECK
HIP BEAM
2x6 (NOM) T&G ROOF DECK
THiS DOCUMENT CONTAINS .,
INFOHMATlON AND IS NOT TO B~T""";'
QCDQtlOUCEO WITHOUT THE Wf~<i \ ; j,
\' to ~ ~ ~ \ ',j!
,., ISSION FROM LITCHFIELD ."
. DUSTRIES, INC. AND/OR IS N~li
USED IN ANY MANNER OETR
" ' INTEREST OF L1TCHF!
r~ !NC
WOOD ROOF DECK
DESCRIPTION
TITLE: Nailer I T&G Deckin La out
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
~ COPYRIGHT 2003
~Jtt~Ih1~~~<dI 41ndustrialDrive DRAWN BY: JPB SHEET: 10
MAT'l I~~ Ut~r~e'~~!2~~52 DATE: 8-08-05 OF: 10
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SECTION PERPENDICULAR TO EAVE
Standing Seam
Roof Panel
REVISION NOTE:
DATE
Foam Closure Plug
Roofing Felt
Nailer
Eave Dri~(',
rONTAI~t)
ION AND IS NOT 10
".tUCEO WITHOUT THE
::;SION FROM LITCHFIELD "1
;TRIES, INC. AND/OR IS N~,
<;[0 IN ANY MANNER DE:~,~!
F INTE.REST OF lITCHFIEL,
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""""t:~ 'NC
':. :: i", : '"., " ".' "
Standing Seam,h)j'", 1,'kM,
Roof Panel
1" Pancake Head
Woodgrip Screw
Felt
Foam Closure Plug
Nailer
"
1 Pancake Head
Woodgrip Screw
Eave Purlin
Fascia Board
(2x8 (nom) -
(2x 10 (nom)
DESCRIPTION
COPYRIGHT 2002
DRAWN BY: JPB SHEET: 3
DATE: 8-09-05 OF: 5
MAT'l
REVISION NOTE:
DATE
t
(;'.1'0, "~1
". UUl,[jA!lP'T C
!MUPi\J!~"r 1,,/11 ONTAIN('
C't, ',!i!dON AN'D '.J
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:fRIES INg~f;JTCHFlELD
IN ilN -I D/OR IS Nr;'
fNTERE Y MANNER DEn:'
. !~;I~T OF UTCHLfr
Standing Seam
Roof Panel
Pop Rivet
(6" O.C.)
Zee Closure
(w/Tape sealant top & bottom)
1" Woodgrip
Socket Screw
1" Pancake Head
Woodgrip Screw
SECTION PERPENDICULAR TO HIP
DESCRIPTION
TITLE: Hi Trim Details
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
Litchfield Industries Inc. COPYRIGHT 2002
4 Industrial Drive
Litchfield, MI49252 DRAWN BY: JPB SHEET: 4
MAT'l (517) 542-2988 DATE: 8-09-05 OF: 5
REVISION NOTE:
DATE
j
I" J
8
1430
HIP TRIM
11~"1
=r
~1~"~
ZEE CLOSURE
DOCUMENT CONTAINS
HHOF:MATION AND IS NOT TO ""yn!
rr'~ODUCED WITHOUT THE WRI i i i:;"
F"J',,'ISSION FROM LITCHFIELD
f---- 5~" --'~.+"uSTRIES, INC. AND/OR IS N~If'
I pd : :S!=D IN ANY MANNER DETRb;
-.- ',J, "[~ INTEREST OF LITCHfiELD
1~" I INC,
31"
~"A J
8
EAVE DRIP TRIM
DESCRIPTION
TITLE: Trim Details
MODEL: 16' Pittsbur h S uare Shelter 6:12 Pitch/10' Ground Plan
Litchfield Industries Inc. COPYRIGHT 2002
4 Industrial Drive
Litchfield MI49252 DRAWN BY: JPB SHEET: 5
MAT'l (51?) 542-2988 DATE: 8-09-05 OF: 5