HomeMy WebLinkAbout5383 No. 5383
GARFIELD COUNTY
BUILDING, SANITATION anc PLANNING DEPARTMENT
109 816 Stmt Suile 303
Glcowood Springs, Colorado 81601
(303) 9458212
Joh Address 0671 109 Road, Westbank Mesa, Glenwood Springs
NaturcofWork Building Permit
Use of Building Building over Meter Building
Owner Rocky Mountain Natural Gas
Contractor Alco Building
AmountofP,.mit$ 118.80 Date December 2, 1994
Permit: 72.00
Plan : 46.80
Paid $118.80
S. Archuleta
Clerk
From : ALCO BUILDERS Mar. 12.1988 01:47 AM P02
1 / 4 1i :'v -30 -94 WED 1549 ABC EL PASO FAX N0, 3095275325 P.01/01
AMERICAN BUILDINGS COMPANY
Route 24 East, P.O. fax 19
re
El Paso, Illinois, 61738
Tels(309) 527 -5420
Paul (309) 627 -5325
November 30, 1994
Moo Wading Co. Iltst ale Job 0 51 -8918 -
P.O. Most 996 Buildings 10' :12' s 'S'u24'
Creed Junction, CO 81502 41 27th Street
alennwood Springs, 00 81401
This is to certify that the metal building components furnished by American BulWIngs Cornlwrry, sn
AJ.S.C. certified manufacturer, are designed to comply with the following Wads spsclfled Or Implied In
the purchase order.
. DESIGN LOADS LOAD COMBINATIONS
1. Metal building dead load IDL) 1. Dl + LL
2. 40 paf live lead (LL) 2. DL + WL
3. 80 mph wind load, (WL) 3 DL tLL t 1 /2WL
exp. "C" I + 1,0 4. DL + WL t 1 /2Ll
4. Seismic one 1 5. DL + unbal LL
These loads are applied in accordance with the 1991 Uniform Building Code. The building is designed in
general accordance with the A.I.S.C. 18th Edition) and A.I.S.I. (1989) apecifcetions.
1 his certification Is limited to the structural design of the framing and covering parts menufaotured by
American Buildings Company or as otherwise specified. Accessory items such as doors, windows,
translucent panels, and ventilators are not included, The building should be eructed on properly designed
foundation and in accordance with the American Buildings Company Erection Manuel and American's
drawings far the specific building.
* Yg rSFr greinAtiri+r<
Yours very trulY,/ �ENN►. `hh s
% STATE OF b° .
9280
STEPHE, ONES, f .: N
Reggio I - flirter �� COLORADO . � `
su ffix Re me' Alit
S tr r cePta0e nate ojc
co cas Y wPy
Muldoon Building* Co-
ROCKY
MOUNTAIN
NATURAL GAS >"
COMPANY f'!
G? � " r JAN u 9 1995
•
January 5, 1995 GARFiELD COtNdty
Garfield County Building Department
Attn: Art Hougland
109 8th St. Suite 303
Glenwood Springs, CO 81601
RE: TBS Building Foundation Design
Dear Mr. Hougland,
As we discussed, our engineering department designed the aforementioned foundation, as shown
on the attached drawing ED -137. This foundation consists of a 6" slab, with a perimeter ring -
wall to maintain slab rigidity and resist frost - heave. With the slab and ring -wall formed into one
continuous pour, loads are distributed under the entire unit. A bearing load summary is as
follows:
Component Loading, psf
Dead load - Foundation 345
Dead load - Bldg., Equipment 10
Live load -Snow, Misc. 60
415
1.2 x S.F. 85
500
The resultant 500 psf bearing stress is less than available soil bearing capacity, preventing minor
soil variations from causing excessive movement of the unitized structure.
Sincerely,
Bob Bergman, P.E.
Project Engineer = -
cc: - ---
Chuck Law - Lakewood,
Arlin Mead - Glenwood
Joe Sargent - Glenwood
BerglnanuetterVbund.docus
1/5/95
1
I District. 1 I
I Road: 109 I
I Permit #: 072-94 U I
1- --I
GARFIELD COUNTY
APPLICA110 N 505 DRIVEWAY PERMIT
Application Date 09-19-1994
I, ROCKY MOUNTAIN GAS CO, (herein called "Applicant"), hereby requests
permission and authority from the Board of County Commissioners to construct a
driveway approach(es) on the right-of-way of Garfield County Road Number 109
adjacent to Applicant s property located on the WEST side of the road, a
distance of .83 mile(s) from 3. 05 HARDWICK BRIDGE STOP for the purpose of
obtaining access to UTILITY FACILITY
Applicant submits herewith for the consideration and approve]
of the Board of County Commissioners a sketch of the proposed instal-
lation showing all necessary specification detail including (1) front-
age of lot along mad., (2) distance from centerline 07 road to
property lino, (3) number of driveways requested, (4) width of pro-
posed driveway(f) a angle of approach (5) distance from driveway
to road intersection, if any (6) size and shape of area. separating
driveways ih more: than one approach, and (7) setbaak distance! oE
building( s) and oLner StrUCtUreS Or improvements,
GENERAL PROVISIONS
FIRSH lhe ApLJ.,,aant represents. ail parties in interest, ana affirms
bona fide purpos(a , :yf securincr access: to his propeLL cm n( fOr the
purpose ef doing business or servicing vehicles on the road r iciht-of-way.
SECOND: The Applicant shall furnish all labor and matei perform
all work:, and pa/ all COL:S. in connection with the ocnsfrucaElon of the
driyeway(s) and its appurtenances on the right-of-way. All work shall
be uompleted within 30 days of the Permit date,
THIRD. The type of construci of. shall be as designated and/e aoDroved
by the Poard caf .0(1f)(..y L.omm:(zaloners cir thetr representative, and all
matErials LI :J.,,Ila be of satisfactory uuaLtv and subject to inspec-
tion and apprz-e]( of the Board of County Commi(,sioners or Lh:2.ii
representative.
FOURTHH The traveling publi.:: shall be protected during the imetal—
lation with proper warning ':-Iglid and signals and the Board of County
Commissioners. and their duly dipl.pted agents and empiczees shall be
held harmiesa. ag(nst amy action for personal injury at propaa 1 -V
damage suetaind by re•laori of the exrcise. of the. 1:::erinit,
.
,
',
•
..
FIFTH: The Applicant shall assume responsibility for the removal or
clearance of snow. ice or sleet upon any portion of the driveway ap-
proach(es) even though deposited on the driveway(s) in the course of
the County snow removal operations,
SIXTH: In the event it becomes necessary to remove any right-of-way
fence, the posts on either side of the entrance shall be securely
braced before the fence is out to prevent any slacking of the remain-
ing fence, and all posts and wire removed shall be turned over to the
District Road Supervisor of the Board of County Commissioners.
SEVENTH: No revisions or additions shall be made to the driveway(s)
or its appurtenances on the right-of-way without the written permis-
sion of the Board of County Commissioners.
EIGHTH: Provisions and specifications outlined herein shall apply on
all roads under the jurisdiction of the Board of County Commissioners
of Garfield County, Colorado, and the Specifications, set forth on the
attached hereof and incorporated herein ay ounditions hereof.
5PECIAL CUNDITI0NS
MUST GRAVEL. WITH 3/4" GRAVEL
15" CULVERT REAUIkE0
RESPONSIBLE FOR COT TWO YEARS FROM DATE OF COMPLETION
^
In signing this application and upon receiving authorization and
permission to install the driveway approach(es) described herein the
Applicant signifies that he has read understands and accepts the
foregoing provisions and 000d1Linns and aareeo to construct the drive-
way(s) in accordance with the accompanying specification clan reviewed
and approved by the Board of County Commies' s. 1 4011
,
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, 40 ne
Witness __---_--_-_- Signe d ' • ~ ' � �
-__--- -
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�(�ignaLure n� 8p�l1:an`i)
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(Address)
-_-____ -----
(Telephone Number)
[N
PERMIT GRANTED THIS \`1-'`
§AY OF _�_ ___19 _` SUBJECT l'0 HE
SPECIFICATIONS, AND CONDITI00S STIPULATED HE8
For Board of County Commissioners of Garf1eld Count y, Colorado
BY'
~
- • 11
^
' �.
SPECIFICATIONS
l. A driveway approach is understood to be that portion of the high-
way right-of-way between the pavement edge and the property line which
is designed and used for the interchange of traffic between the road-
way pavement and the abutting property.
2. At any intersection, a driveway shall be restricted for a suf-
ficient distance from the intersection to preserve the normal and safe
movement of traffic. (It is recommended for rural residence entrances
that a minimum intors*ction clearance of 50 feet be prmvidnd and for
rural commercial entrances a minimum of 180 feet be provided.)
3. All entrances and exits shall be so located and constructed that
vehicles approaching or using them will be able to obtain adequate
sight distance in both directions along the highway in order to maneuver
safely and without interfering with highway traffic.
4, The Applicant shall not be permitted to erect any sign or display
material, either fixed or movable, on or extending over any portion
of the highway right-of-way.
5. Generally, no more than one approach shall be allowed anY Parcel
or property the frontage of which is less than one hundred (100) feet.
Additional entrances or exits for parcels or property having a frontage
in excess of one hundred (100) feet shall be permitted only after
showing of actual convenience and necessity,
15^ Al]. driveways shall be so located that the flared portion adjacent
to She traveled way will not encroach upon adjoining property,
7, No commercial driveway shall have a width greater than thirty (30)
feet measured at right angles to the centerline of the driveway, except
as increased by permissible radii- No noncommercial driveway shall
have a width grouter than twent;.(20) feet measured at right angles to
the centerline of the driveway, except as increased by permissible radii.
8. The axis of an approach to the road may be at a right angle to the
centerline of the highway and of any angle between ninety (91fl degrees
and sixty (88) degrees but shall out be less than sixty (60) degrees.
Adjustment will be wade according to the type of traffic to be served
and onar physical conditions.
9, The construction of parking or servicing areas on the highway
right-nfr-way is specifically prohibited, Off-the-read parking facil-
ities should be provided by commercial establishments for customers
vehinl*s
O, The grade of entrance and ex0:. shall slope downward and away frn")
the road surface at the Same rate as the normal shoulder slope and for
a distance equal to the width of the ohpulder bus in no case less than
twenty (20) feet from the pav�ment edge. Approach grades are restricted
to not more than 10 percent (!0%),
\. All drivewuya and approaches shall be so vn^struttad that they
'ehall out interfere with the dra1ye system of the street or highway.
The Applicant will be required to provide, at his own expense, drain-
age structures at entrances ard exits which will become an ixtsgral
part of the existing drainage system, The dimensions of all drainage
structures must be approved b/ the Board of County Commissioners or
their representative prior to in�iallation,
NOTE/ )il\� permit shall be wage a:allable at the .aLc where and when wort is
being done, A work sketch or drowing of She prnpo�ed drivewaY(5) muft actonPan/
:WLioati``n No permit will be H.eued without drawing, bluepciot, or sketch,
:±> GARFIELD COUNTY ROAD a 'BRIDGE DEPARTMENT
SPECIAL PROVISIONS FOR EXCAVATION OF ROAD SURFACE AND IN TALLAILON
PERMIT #-, 072 -94 U PE.RMITTEE. ROCKY MOUNTAIN GAS 00.
INSPEOFOR: BILL DE3:RE SUB-CONTRACTOR t FOUT'Z BERFUM
1) ANY OVERSIZED MATERIAL (LARGER THAN 10 INCHES IN DIAMETER), THAT
IS NOT UTILIZED IN BACKET 1. 'WILL BE HAULED 031: BY PER1MITTEE, FURTHER,
ANY FROZEN MATERIAL. WILL BE REMOVED FROM SITE BY PERMITTEE,
2) WHEN A PAVED SURFACE IS CUT, IT IS TO BE REPLACED WITH A MINIMUM
OF 1 1/2" (ONE AND ONE HALF INCH) HOTMIX ASPHALT, OR A DOUBLE LAVER
OF 3/4 INCH CHIP & SEAL. TO MATCH ORIGINAL. ROAD MATERIAL, A IEMPORAR''e
PATCH WITH COLD MIX ASPHALT WOULD BE ALLOWED, WHICH WOULD BE REPLACED
WITH HOT MIX ASPHALT OR A DOUBLE LAYER OF 3/4 CHIPS WHEN THE ''0 :EA,
OR AVAILABILITY OF MATERIALS ALLOWED THE WORK TO BE COMPLETED, AN
ASPHALT CUT WOULD REQUIRE THE ROAD f0 BE ;STRAIGHT CUT AND SQUARED S'Y
MEANS OF A PAVEMENT CUTTER. CHIP & SEAL SURFACE CUTS WILL BE CUT SQUARE
AND THE REPLACEMENT OVERLAY WILL BE TUL.L WIDTH OR HALF WIDTH OF ROAD'WA'Y„
WHICH EVER IS REQUIRED TO INSURE AN ADEi1UATE SEAL.. OVER THE UNDISTURBED
PORTION OF THE. ROADWAY IN THE VICINITY OF THE EXCAVATION. ASPHALT HOT MIX
OR COLD PATCHES WILL BE COMPLETED IN 5 WORKING DAYS, WEATHER PERMI_TTI.
3; WHEN POSSIBLE ALL. INSTALLATIONS 3000LO AVOID THE TOP EDGE OF A FILL SLOPE,
41 INSTALLATIONb IN DRAINAGES SUBJECT TO 31 . SH FL00DING, WILL HAVE A MINIMUM
BURY OF 4 FEET DEEPER THAN NORMAL FLOW LINE AT NEAREST ABUTMENT OR WING
WALL.
IN CALLA1ION AT CULVERT cHossrpdcs wal HE 133)3:0 BENEATH THE CULVERT
WITH A MINIMUM :E OF 1 F3 i_N0035 BETWEEN INSTALLATION AND THE
BOTTOM OF THE CULVERT.
0330 TRE03....FS ADJACENT TO 103 TRAVELED R ?AOW A` ,HALL BE BAOKF ILL LD
DAILY TO WIIH.IN 10O of THE WORKiNG AOEA OF TH1: TRENCH, AND SHALL. BF
BAMOIOADED WITH WARNING DEVICES A 13 UA,'RK
) IN AREAS BETNIC; DISSTURBED WHERE 0303 TA T lupd Jr', F "1ABL..I_SIHED, TH
4 _0ASS AND CLOVER MIXTURE LT' :HER KY 0L 13 _00 OR DRILLING, '411 3I:;.L1
I'I' ` I'L!Rf I.JI : Arll._E_ 70 THE CL. f nl!1TIi` rUnI1:1IT l i 1 EXISTING VFGI T,A "1'Y'.II
• L14 USE ONLY C':Eil ILI F-1.' 41 =F0 -1 R. 1 1:o' 10LI'L; '1=310 [":ON1ROL.
W ill BE 0N001NF AL0P0 WITH RE EGEI "`TTO0.
n; lil 'E..l'rMll 11_h: . CHECK T'ic. R -1 - tjF iMtil- JIIIIL.il LANDOWNER::
TO 33 IF o 33 3Ei?IUI IS ARE REQ .31.39 CODE ST STWil:E-
� A,
fre I?CiL.),K . J0 . rl GAS CO, �_ 4 3 ) IL
Ai
ss1gwr W'Gr m al Ail urd,..A,a 444 d SS e�JJeria$rV W+ al y aaasbinIfld
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
1
BUILDING PERMIT
A ,F IELD COUNTY, COLORADQ.
ff s$ �}
Date Issued/ Loned Area Permit No `° ,
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with
all laws and regulations related to the zoning, location; construction and erection of the
proposed structure for which this permit is granted, and further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and
constru on of the above described structure, the permit may then be revoked by notice
from tt uiltn s ctor ry} I}�'I 1 • TELY BECOME NULL AND VOID,
Use (. �Jf IAA ,
Address or gal Descri tion a ? / 0 ! CO
Owner Contractor p '/
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Covering
Electric -Final (by STATE inspector)
Footing
Foundation .
Z Plumbing - Undergro 0 1 < t o C t/ 0 7 5
I
Gas Piping Heating Ventilation
Frame Insulation
Plumbing -Rough Drywall
Electric -Rough
(by STATE inspector) Final /.... 41... f4
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING —
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
/
THIS PERMIT IS NOT TRANSFERABLE
Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo.
APPIWIVED DO NOT DESTROY THIS CARD
Date / / iii-P4 By /2 . Moll kr4,
GARFIELD COUNTY .
APPLICATION FOR BUILDING PERMIT S 3: PERMIT NUMBER `J
Assessor's Parcel # Please print or type DATE / e / c2 - e.2 - 9> 4
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS 067/ /09 f d I NOTE: Show easements, property line dimensions
SUBDIVISION c4eark>,,Acubd Ry NC& Pub all other structures, specify north, and street
6 FILING It 9 ?est46 LOT 11 63 BLOCK 11 - name. For odd shaped lots, or if space is
7 ,TAX SCHEDULE 11 too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) 1. 7s - F, I. J ,'1 OF BUILDINGS NOW ON PARCEL
R4 NAME cl A/1 /J47. (//3 USE OF BUILDINGS NOW ON PARCEL
MAILING ADDRESS
Po AoK 6,>6
NAME o CITY 6le. .u.7evP/ 9��•5 _ PHONE. gc�5 ^F36(7 `/ Y(1)72/14-,,,
/ /
` a /..� / Z y� � 3 /
a z ADDRESS CITY +O ' 7 �
o NAME / /l' a F?„, id N9
c ADDRESS
CITY
U (PHONE LICENSE #
CLASS OF WORK
!EW y ALTERATION ADDITION
)EMOLISH REPAIR MOVE _
IOBILE HOME (make /model)
7.F. OF BUILDING S.F. OF LOT
OF FLOORS 1 HEIGHT
' OF FAMILY UNITS O II OF BEDROOMS O
- NTENDED USE OF BUILDING
-ARAGE: SINGLE_ _ DBL CARPORT: INGLE DEL
'I -- FRONT PROPERTY LINE
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER b(,7( /t ? kel
'ATER SUPPLY (J /,¢ CHECK IF CORNER LOT _ /
�R IVEL}'AY PERMIT q,T,�.c&ti E-� DESCRIPTION OF WORK PLANNED a /. Qyl�t/
ITE PLAN �
UILDING PLANS /
i fr
ANITARY SEWER CLEARANCE 444- I hereby acknowledge that I have read this
W SITE SEWAGE DISPOSAL PERMIT �41.
CHER DOCUMENTS (specify) application and the above is correct and I
- agree to comply with all county ordinances
and state laws,regul.ting building construction,
� ti . e er° 4 _�' * AS -7o i-'7.--, SIGN /IRE
/ FOR OFFICE USE ONLY
ALUATION .30040. -- FLOOD HAZARD
ERMIT FEE Sneer PLAN CHECK FEE $ Vl- 3 CERTIFIED BLDG ELEVATION
'OTAL FEE $I'1fg,90 SCHOOL IMPACT FEE $ `/4i SPECIAL CONDITIONS - ATE PERMIT ISSUED i_
ONING DISTRICT PROBLEMS WITH PERMIT
YPE - OF OCCUPANCY es. 2
'YPE OF CONSTRUCTION n /V ADDITIONAL INFORMATION NEEDED
.F. OF BUILDING ` / S.F. OF LOT
AX. - HEIGHT ly" ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
ETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER
EAR RIGHT - LEFT
FF STREET PARKING SPACES REQUIRED
'i I POVED PRar41704;7Aneek APP ROVED:
DATE PLANNING D EPARTMENT DATE
Vi er e .„:1 ! „
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A.B.C. JOB NO.
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CERTI1 AND SCH LE OF DRAWINGS
DAI
REV. U.
THE
METAL A TO B OMPLY 4(14 INC FOLLO V BUILDING
CRITERIA
OE SIGN LOP➢ CCMBINPTIDNS ARE ® 0
. ➢L + LL ® 0
DING DEAD LOAD, DI- 2 DL • WL —
LOAD, LL ® 0 ..
0 SURE_ _ _ ® 0
COMBINATIONS ARE APPLIED IN PCCOR ➢ANLE WITH THE Y.ETPL BAIL ➢ING O
0) AND OR EDITION LDING D1NG CODE, 19. _- E 5-16-94 0
.L BUILDING CO ➢E, NADA, EDITION 0
BU
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p1100 CDC. 19 L-- EDITION, WIND APPLIED
ACE WITH -- 0
DING CODE. l9 _ (MBMP OR UBU CRITERIA 5 -16 -94
IT TO THE STRUL4URPL DESIGN OF INC FRAMING 000 COVERING PART GBFp -1 S - -44 S– '16 -94 0
01 T
.N ENTLD ATOR CAREANY, ACCESSORY ITEMS SUCH AS ARCRS. WINDPWS, LOUVERS, 0
'N BUILDINGS ANINSPECTION NV SUCH PS FOUNDATIONS. UILDING S ILL MECHANICAL INC PROJECT CB – t MASONRY
ION O INSPECTIOPECTIO O N OF THE BUILDING. G. THE THE SHALL BE E ERECTED 5 16 94 0
RECTS➢ ON P GBWD -2 - O
'gT10N IN ACCORDANCE WITH THE AMERICAN BUlI ➢INGS COMPANY ERECTION MANUAL.
EDITION, AND INC PH DRAWINGS. THE DRAWINGS LISTED ON THIS ® 0
AND BECOME PART OF THIS OS DRAWI S CERTIFICATION
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CBGD - 1
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' AU BDIVISION 1A-265 GERTIP CAT1CN1TAT ELVPASO P 6 "la ACARSON CITY.
T C
T ARSON CITY FOR CITY OF SEATTLE railliallammil .
UPL1FIOCLASSY 90 UL G90)NCONSRUCTION N0. 71 AS LISTED IN UNDERWRITERS --
I: '
ABRCATORS DLICENSEY01390 AT CARSON CITY PLANT.
illiallailail ,
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TRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASIA
NT
PHYSICAL AND CHEMICAL PROPERTIES
TO 55,00 PSI MINIMUM YIELD AND 70.000 PSI MINIMUM TENSILE STRENGTH.
DR PSTM A 570, GRADE 55.
'C' SE SHALL MEET AS APPLICABLE THE
'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASIA -
INS SECT GIRT5, SAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND
PSTM A 570, GRADE 55. A 525. i ,
- COATED (GALVANIZED) AND GZ9G)COATINGS DESIGNATION SAS DESCHALL MEET AND CHEMICAL TS
6, GRADE D
FLED I LL BE THE FOLLOWING G' OVERALL PROJECT AND IS ONLY
INC CERTIFYING ENGINEER HEREWITH IS NOAT HE ENGI EER '. .
CE RECORD FOR THE
FIED SHALL BE [OPTING DESiGNPTIDN
A 446 GRADE E. MINIMUM YIELD STRESS SHALL BE or INC ME
26 GAUGE ZINC-COATED (GALVANIZED/ STEEL
11011 REQUIREMENTS O2 ARAM COATING DESIGNATION DESIGN 0 RAND IS
COMPANY
ZINC-COATED COMPIFYING THAT INS Y AMERICAN B ACOME
TIELD STRESS SHALL BE 0 200ENG FURNISHED B 1REMENTS SPECIFIED
F1ED SHPLL 0E 24 GAUGE 446 GRP ➢E D. MINIMUMZEID STEEL SATISFY THE DESIGN REQUIREME REQUIREMENTS HALL 3 OF PSTM A COATING AND ON THE A.B.C. 04 R100HE STRUCTUREIFI013 60
ALLOY - COATS➢ STEEL, EXCLUDES ERECTION OF
FIED SHALL BE 26 GPUGE ALUMINUM ZINC 792 MINIMUM YIEL➢ STRESS SHPLL BE
ARMING TO THE REQUIREMENTS OF ASTM A STEEL, [OPTING 3-9 ' .. II
FIE1 SHALL 24 GAUGE ALUMINUM -ZINC ALLOY REQUIREMENTS OF ASTM A 792. MINIMUM YIELD STRESS SHALL BE ) .
0E
ARMING TO INC
2'
P6AMMP 1- '
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•
•
GENERAL FOUNDATION NOTES
'AND CONCRETE DETAILS
L AMERICAN BUILDINGS COMPANY ASSUMES NO R ESPONSfBfLTY OR LIABILITY F
2. THE FOUNDATION DESIGN SHOULD BE DONE VITH DUE REGARD TO THE SP OR FOUNDATION, OO FLOOR OR SLAB
N DESIGN DR CONSTRUCTION.
DATION MUST BE DESIGNED FOR SPECIFIC SOIL CONDITIONS PRESENT THIS IS TO
ROU ALL OF THE CRITICAL OR THE APPLICABLE REACTIONS AS THEY APPLY AT THE U ACTUAL JADEIUA, p _ _ CERTIFY THq
LOADS i BE RESISTED CR BY THE FOR EACH OF THE VARIOUS LY TD A TIO PARTICULAR BUILDING AND MUST BE ADEQUATE MU
4. REINFORCING HE FOUNOAT NS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN
BARS, WIRE MESH, 3. FOUNDATION ARE TO
REQUIRED INFO IN ip THE FOUNDATION ANCHOR BOLT SHEAR DESIGN 1 . _
MUST BE SUSTAINED BY DESIGN, THE ANGLES, TIE 67 AND / OR HAIRPINS -- PSF METAL BUI
BY HAIRPINS, TIE RODS, B TT HORIZONTAL THRUST AT THE COLUMN (HOOK BARS) 2. �__
BUTTRESSES, OR OTHER ➢ P BASE ACTIN SHOULD BE INCORPORATED AS
PSF ROOF LIVE
5. COLUMN FOOTING SHOULD DEPENDABLE MEANS. G IN CONJUNCTION WITH APPLICABLE VERTICAL REAL 3
OR THE FOOTING SHALL EXTEND END A MINIMUM ORAL GRADE. IN ALL CASES THE F - MPH WIND SPE, OF 12 INCHES IN NATURAL SAIL, OR WHERE FILL T US ED, THE FI LL MUST BE PROPERLY COMPACTED
6. EXPANSION OR 006576007106 JOINTS SHALL BE LOCATED DOTING SHALL THESE DESIGN
ED AS EXTEND AT LEAST 6 SYSTEMS LOADS AND
7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL AND ISMOOTH.DA ANCHOR INCHES BELOW THE LOCAL FROST LI
- - STANDARD
O UI
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B, C1 /16N BASE PLATES INDIVIDUAL COLUMN. ALL BOLTS SHALL BE ACCURATELY - - BOCA NATION
STRENGTH OF 2500 PLATES ARE AT 28 NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT THAT HAS SEi TO A TOLERANCE - ______ - UNIFORM
28 DAYS. SHALL HAVE q 31 /H [NCH TOLERANCE. -- NATIONAL BU
9. UNLESS EXPLICITLY NOTED OTHERWISE, C TRACT EMBEDDED STRUCT STEEL (INCLUDING ANCHOR BpL TS), OTHER MATERIALS, FOR
SHALL BE SUPPLIED BY T HAS A MINIMUM COMPRESSIVE M B
HE FOUNDATION A CONTRACTOR.
IN ACCORD
10. ANCHOR BOLTS SHOULD BE AS SHOWN ON TRACTOR,
CALLED FOR, INCLUDING FRIARS, ANp LABOR THIS CERTIFICATION IS LI
10
N. THE EMBEDMENT OF THE ANCHOR LUDING PROJECTION MANUFACTURED BY AMEBIC
ARE CONSIDERED THE MINIMUM LOADS 7020 DEVELOPED.
FROM CONCRETE, DIAMETER AND TRANSLUCENT PANELS ANr
CRETE IS THE RESPONSIBILITY QUANTITY.
NOT PROVIDED By
12. ALL ANCHOR BOLTS SHALL B ELOPE➢, OF THE FOUNDATION AMEBIC
EQUIPMENT REC
E ASTM 6307 DESIGNER. THE CRANE R PROPERLY DESIGNED FOUN IN THE LISC HA OF STEEL C ONSTRUCTION. O UAL IN ORDER 70 CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED REACTIONS
THE MBMA MANUAL OUN
13. ALL ANCHOR BOLTS SHEET SHALL REM WIT
LOCATED AT SHALL HAVE A 2 I/2 INCH PROJECTION ON THE ALLOWABLE STRESSES
PROJECTION. LC ANCHOR DOORS SHALL READS HAVE A H PRJECTION (UNLESS NOTED)
SHOULD PROJECTION G OF I INCH. ALL ABOVE L H CONCRETE BEARING SURFACE, 1/4 1/
14, ANCHOR BOLTS F 0R OTHERWISE PROTECTED SHALL HAVE c A MINIMUM T
ARE DENOTED AT OR FRAMED ppEVIN ECTEO UNTIL THREAD LENGTH 1/4 LESS THAN THE
2 INCH DIAMETER BOLTS
RESPECTIVE BASE Ps SHALL 61 5 INCH DIAMETER UNLESS ERECTION. INCH
LATE DETAILS OR ON THE BOLT UNLESSEOTHEERWISE NOT ED, ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING
L
PR.IUCT AP•RIVA A I
1. UNIFORM BUILDING Cam
2. CANADIAN WELDING 2 ..
3. AISC QUALITY CERTIFI•
4. PLANT CERTIFICATION •
5. PLANT CERTIFICATION
6. 00665666 PANEL WIND
LABORATORIES BUILD1Nr
7. CITY OF LOS ANGELES
BASIC MATERIAL SPECIFIC ECIFIC
PRIH
R
STEEL FOR H�OL ➢
SP ECIFICATION q 36.
SAFETY P /{ T IDNI STEE POR ALL BULL T_UP
AMERICAN BUILDINGS COMPANY STRONGLY GF ASTM A 5)2 M0D1FIE0
AND ICCIDBUI PREVENTION Y STR B E R ECOMMENF THAT SAFE OR ASTM q 607, GRADE 5
VORKING STEEL FOR ALL ENOVALL
LOOM„ STATE AND FEDERAL SAFETY AND PRIORITY ON ANY CONDITIONS
A 570, GRADE 55,
AMER
TO HELP STATE WORKER SAFETY. HEALTH STANDARDS SHOULD ALWAYSFOLLOWED
SITE
F
R
HAKE CERTAIN ALL EMPLOYEES KNOW THE STEEL USED TO FORM
M BUILDING. EMERGENCY TELEPHONE HE SAFEST CHEMICAL PROPERTIES f
EMERGENCY PROCEDURES S NO 10 ALL OF FIRS PRODUCTIVE STATIONS AND
SHOULD BE VAT OF ERECTING STEEL USED TO FORM ZIN
PROPERTIES OF ASTM q q
DAILY MEETINGS K 70 ALL EMPLOYEES.
EX
SHOES FOR ROOF HIGHLIGHTING SAFETY
WHERE POSSIBLE ARE RECD PER EQUIPME PROCEDURES, THE USE OF 6460 `N u `
M ERECTi0N MATERIAL AND RUBBER SOLE EXTERIOR PANELS SHALL
AMERICAN BUILDINGS COMPANY INTENDS THAT THESE P D SAFETY NETS
PA
AMERICAN ANDGMENT CONSISTENT V
PANEL ATARI L AS SPEC
WITH GO OD SAFETY PRACTICES.
BE r G 90, CONFORMING TO TH
RACRCES, INTERPRETED WITH
BUMPS!,
PANEL MATERIAL AS SPEC
SD000 0651, MING TO THE
•
PANEL MATERIAL AS SPEC
_ DESIGNATION AZ 55, CONE
= • 80,000 PSI.
DES I6NATIpNRgz 55, CONE
__-� 50,000 PS1.
la ® ® i ce ��al
AI
�®' DATE NO. -
Bldg
Length
(Out To Out Of Valk Panels)
Bay Spacing No. of
BoY Spacing Bays pacing
Erhart) .� I / -• I l /2' Length pBa ng Bute .
� `` (Ty;5 RYP) �r 20_B. 1 a
32' IB , - 0 .
6'-0' SIM
• 40•_0• 20 -0 0
A- .w w•• I I c 94 4 E2 0 2
`3/4'a p U ° tilts
440' 29 0
ath 2 cho
(TYP. U.N.) R-
I ai 3
31O Note: aired for
i t c, Colunn Anchor belts are not 28'0' In
a self framing buildings less
\ ■ 1 \ �a length.
Bus Anchor
.• •• `(TYP�cul U.N.)
•
Bolt Setting \ Out Of Slab
Anchor Bol an
C2 Bay B1d95,) ", ae
‘.P.
O
A i ` u.ri.)
r l /p'0 dea Caulk Butt Lap
Of Caulk d
Thoroughly
(Continuous '
Base Channel —� {
G 1/4'0 Bead
a' k 2
OF Caulk
♦b
(Continuous
Base Channe Lap Detail
to
dn ta B(
ner Of slab °ctionf'oa
- of Base Channel. PRECAUTION: `4w ¢aRpa
SAFETY
tall Is A Certain That The CorEach Phase
Is Available and Used For Tool
Of Bu Resu is Erection. Injury.
Usage
�� Garner Of Slab
Corner ❑f slab
3 Caulk ease Channel Ca section Thoroughly
(Typical 'g N.) Base VI '; 1/4'0 Bead - La Wk Tab Openings b•
IP
Thoroughly a
(Lantlnuous
Base Chonnel
l 3' Fran Lora¢f O£
Cut Is Essential.
The End
Ay e From
ut Detail
Aft cAS S g And C orner Finishing Anchor as shown.
i
Note: s And Base Anchors
ail Caulk "lab Opening
Th hl Channels To Ins Installation Weather �gh Tightness.
Channels To Insure
Base Channel Installation
ALABAMA I Chann Installation eUea„LA
- Base And - f ::
�n N Setting A r- B
__ o4aw � Ancho P B olt Id S DRAWING, CA B_1
11.11.1111111111 CHECIMMII CCOM act B g NUMBER
liarlila
.sT °F r g,
Po a
¢ ng t o g F ° Oa Jgr 9. �
x \09' ,,f J / Oa d$
/ so / \ ° ri p 1 (Can tlnu¢u�) Coul
0 ttn
O.o9u
M / Bose Channel
(fLBT -I)
\ / Out O£ Slab J ', •,
\ 3/8'0 Base ,
(Not By se 4
/ Section 'A'-'4'
ITrP R Bldg, Perineter)
Carefully check the concrete forms For size and
Pour concrete and allow to dry and cure thoroughly.
Compare diagonal dlnenslons to sGUprene
sure the lab i square.
Slab Preparation
Bldg. Length
Loy Base Channel From Left Most
- _
Ending Corner Sorkin° Left To Right
Detail
Startng
Detail
1_h Base Anchor Spacings pac ngs «B' or.)
N 2•
1 m Ella
121 II " I Base Channel
e
o e � .
n Bose Channel (FLBT -p
I i <Pyplcal U.N.) I m_ wA
m m f u
m o C n i
M d_ P n m L C"
^ o f c LL fn
i °l w u °i glvnys Begin With A Co
c Y '' v After Hose Anchors Are Positioned, Lay �^ o Plete Piec
r o Base Channels As Shown,
S I rt y
m 5 Start; g De
" c J
d ° ^ y 'A' (see above) —
• n a _ 'pl u i
0
w m" >
,,,
II ..c 0 w t OV t \ on
�� j C `D \ reG
11 Nq J V
8 1 D "A' (see p 'I Base Channel
2
is Aho nchor. Spacings I
Starting f16' or.) ThNe Detail
Base Anchor _
Ending
(Typical U.N.)
i /
Lay Base Channel From Left Most Corner Detail
-
Vorkln9 Le Ft To Right 1/4.0 Bead
Bldg, Length
Field Brill
OF onk a s)
Nark the location of ¢11 doors and
Syr the base channel Field Cut Base Chonn
I? the base channel Is located pPening to make sure base Slab, 4 Straight
9/16
anchors as lon the dge of the lob anchors or O1eH
Sy r I? th ba, channel
Seal under the s hown' Usin shown a above a section d land s e t a OF the Bose Channel
Install
anchors, and tab chnnnel the base bonnet cb°n A areas.
q 3/8'0 Base
and In
Penln with 1/4' bend a template, drill A nave. Make
9s. of caulk. ThroughlY seal all Joints,
i .
Ending De
Ba se Anchor Setting
e . ® ® ® ®-- -��I ®
BLDG. LENGTH
(OUT ID OUT OF VALL PANELS) '
B V2'
B t /2' 5 1/2' N 3'
2 3
r — — EAVE CHANNEL I
�I 11 I
I I '9.
� ` II
i
4
I I
V I I I ° ' II
ce £I I I r I (SEE TALLY FUR MARK NUMBER) _
LH o
i 4\I\
o J
EAVE CHANNEL _ _ — — —
L - - --
in
6 WIDE '
B LDG. LENGTH B V2
(OUT TO OUT OF VALL PANE
51/2' 3 'I'
B 1 /E'
. N 5 V2'
CHANNEL I — — — — _ — — — '�
MS EO M in NUMBER _, _ EC AN L __ r _ _ _ _ EAVE CHANNEL
Bra I
1
2 I
cu
I
£ LLI
1 I
I
Ili MINUS Y -5 I I
(SEY POR MARK NUMB
m
o E TALL
P-
i- N
o
ICES CL I
THAT ALL YORKERS 1 4
GUARD, EYE PROTECTION A D A
ICES CLEPN, OIL OR
CAUSE SLIPPING EVEN i
EAVE CHANNEL —
in i
T.a----D-1---3111 nG J I r
w AeAMA
FRAMING PLAN �� ^ ^vv^ _ _ _ e _ _ U
R Rv. N 1111 CBR 1 ® DRAWNG C�MPACT B U I LDINGS ) I na
BLDG. LENGTH
B I/2' (GUT TO OUT or VRLL PANELS)
3'
5 1/2'
BLDG. LENGTH
5 1/2' 3' 0 1/2' B I /2' fOUi TO OUT OF I./ALL PANELS)
m — _ — — 3 1, a I/2'
1111 EAVE 5 I
m CHANNEL I
m
• i l' EAVE CHANNEL
s
LTT
° I � ��
/
m (SEE PURLIN TALLY FOR MARK NUMBER) mII IJ I I4
rc
i I olc
L — EAVE CHANNEL �`
t o
1 I ,K — PURLIN
lo / (SEE TALLY FOR MARK NUMBER)
B�IDTH I
1
I I E CHANNEL
is — —
12• '✓I TH BLDGS
B 1 /2' BLDG. LENGTH
(OUT i
0 OUT OF WALL PANELS)
3' 5 1/2'
8 1/2'
S 1/2' 3'
f — — — — — BLDG. EAVE
— — — — — — — — — LENGTH MARK
EAVE CHANNEL — — _i B 0
16 0'
I il
12• -p'
' -
WM
1
20 0 MC
®e
i
I N
S
N O 4 P p N )
ii_ a PURLIN
i (SEE TALLY FOR MARK NUMBER o ~ N I PURLIN LENGTH = BLDG. LENS
pI a I I I I AMEDC TY •R q
m — EAVE CHANNEL
STADA
HE AR S BUILBINGS pMPANY LpMMENp.
— — — — — — I VE BA EHR TTSoEI PMOES VITH METRETOTMS..
— — — J MEET O SHA NDS KEEP SOLES '
civ
AK FNOL NGERNG ON C ROOF PANELS CAN
I 2 O I '/ID�TH p DGa
WHEN ON ROOF,
■
p
�
I
II 1111111111111SAIIISall NI
=== = = ==
BLDG. LENGTH
VAII PANELS)
GOUT TO OUT OF BAY SPACING
B 1/2'
BAY SPACING 3,
linr_ . .
5 1/2'
ENGTH
HALL PANELS) 5 V2' S 1/2'
BAY SPACING 8 t/ .. 5 1; 2' ] m II III LHPNNE— (RIGHT/ SAVE LHP (LEFT)
I5 V2' - - - - h - - EPVE
I L <D
EFVE CHANNEL (LEFT)
K I Q
cc
°" I u I z INTERMEDIATE PRPME tc — I a I z I PURl1N te
•
w
--j ------------
b (SEE TPLLY FUR MPRK NUMBER) •
��4o I
( ET s II
SE. TATN LLY FOR MARK NUMBER) (SEE TALLY FOR MPRK NUMBER)
to PURLIN
- - EA
CHANNEL (RIGHT) — \ — - - — —
__ — — —
• EAVE CHANNEL CRIGNT�
RAVE CHANNEL (LEFT —
flL9 S. } - - — W1 S.S.
BLDG. LENGTH PANELS)
(PUT TO OUT OF BAY SAPLING
8 1/2' IR INTERMED env SPACING B•
5 I /z'
S V2'
5 1/
B li 2'
J . 5 V2' — — — — - -
- -
— — EAVE LHPNNEL -ET
- — LHPNNE ( R3GHT) 1
F4)
\ EFVE
K
N
NEL EAVE CHANNEL
cc
N LL
MK. N0. (RIGHT) I z
-�
w S F0.E_ j I INTERMEDIATE FRAME DI
�® j I N MARK NUMBER)
6EE PURLI TPLLY FOR I
PURLIN FOR MARK NUMBER)
N Y. I (SEE TPLLY
i
LING MINUS 1'' I t
o
rc
x
N
1 S 1
LL
D SITE l
'EOUIREMENT AT EACH J0H I E AVE LHPNNEL (RI __ — J ■
IT TIBN DE EMPLOYEE EE ACCIDENTS hR (LEFT — —
ENIRST OF BE PROPERLY 1 — __ —
EMPLOYEE BE CLEAN LAVE CHANNEL DS THAT
VO RK A REAS SHOULD L — — ? I I B� p[.S I
ES. 4' W M
NT SHOULD BE USED.
FIRST STEP IN EACH SUCCESSFUL m uOU�P
PLAN eDF.
® FRAMING —
ROOF BAY BUILDING oenwlN B F_2 vi�l
: = = = � (COMP ACT BUILDING
■ = = �
LSSUE®
DL___ LENGTH
<pU Tp OUT BAY SPACING "' WALL PANELS) I/2'
BAY SPACING
5 1/2' BLDG.
5 1/2' (OUT TO OUT 0-
3•
5 I/2' 8 I/2' BAY SPACING
_ G 1/ 2' B v
_ _ I 3 � I
co
�e EgVE CHgNNEL ( RIGHT) 3 -�ja� 5 1/2'
g 1.!
- m II 5 1i 2•
b j I INTERMEDIATE FRAME ��y EAVE CHANNEL (LEFT)
m � I EAVE CHANNEL ( RiGNi) PURLIN sll I m (SEE TALLY FOR MARK NUMBER) I m A (LEFT)
_ VE CHANNEL - - EAVE
1 11
PURLIN a I v
L - - EA ( SEE TALLY FOR MARK N UMBER) m I la I it al3 I i. IN TERNE ➢Iq TE FRAME I
- _
CAVE CHANNEL (RIGHT)
" I I =( v �
B —WID 7 ALy_ -_ o PURLIN j
i (SEE TALLY FOR GR MARK NUMBER)
I I i
L EgVE CHgNNEL (LEFT) -
; 7
BLDG LENGTH
tOuy Tp OUT pF WALL PANEL S)
BqY SPACING B 1/2' $LE BAY SPgCINp TALLEY S HEE R 3• � s I /2• FRAM E MARk N U M BS
s 1/2• 5 I/2•
r - -_ � BI /'
_ s v2•
I _ - _ _ -- 3'
CHANNEL (RtGHD
INTER - -- _
I EAVE CHANNEL CLEFT) �
I I
1 I
I�
3 I I
; °' ' ' I H SPA EAVE CHA MEDIA iE FRgME (SfE igLLY MARK NUMBER)
MK N� Q]
o I c I N z 16 PURLIN I 36 FpR B• -p- I i PURLIN I 4p' -020 ➢ (SEE TALLY FpR MARK o 220' FRES2 -20,
NUMBER) m I 9B• -o•
I 24 _➢
F
I
j PURLIN LENGTH = BAY SP.
I �
L EgVE CHANNEL (LEFT) I
CAVE CHANNEL (RIGHT) I
_ THE ALL SAFEOSHA n DF EACN GU yG qN MUS7 B RE AU
iW TH J
OR STATUTO MUST AND E THE RI
AMERICAN BE ADHERED TO O tN HT PR
iI LDIN BUILDINGS COMPA RE
AND RM COMMIT ORD SUPERVISED IN SAFR� REG
DNLY C Q RRE C i T OOLS ANp IPIo
A FI
- HULL ➢ING EREC ti COMMITMENT TO ERPr -OYEE SAFETY tS T a
1111------__ alalliallialliiiiiiirnalaillansilialaillatil
awls
ZMNEETtrat f7167---
I 1
RAKE FLSG. RAKE CAP RAKE FLSG.
RK1 -15.3 RC -L RK1 -153
RAKE ELSE (t/2 Pc) (t /2 Pc) RAKE ENDCAP
REC
RNI - 153 I .
(1/2 Pc.. EPIDCAP RA ILDCAP —, \1 — ■ I 15/ REC -1R .
p REC -1R
RGUF PANEL LP26 -16.3 1/2
p' 3' -9 5/16' iwl'ti I 3•
1 13 r t
C
�11 3• I I -
I 1
•
II RAKE cl RAKE \ 11
1i MEMBER E MEMBER
RAKE - ERM -161. FRM-16R
` EMBER
RM -12R 1 II
i
SEE PANEL MARK NUMBER
SEE PANEL MARK NUMBER 1 TABLE FOR ENDVALL PANEL
MARK NUMBERS.
TABLE FOR ENDVALL PANEL
_ - MARK NUMBERS. 2 a I n _ 6 _
i d n 0- N u 2 d n
n d w
>
w
12 PANELS R 16' WIDE = 16' -0'
16' WIDTH
r RAKE FLSG, RAKE ENDCPP 1
RAKE FLSG.? RAKE CAP 1 RK1 -15.3 REC -1R RAKE ENDC PPI RKl -6.3 RC-1 1 U Pc.)
K NUMBER RAKE 61 n Pc.)
E 2' LAVE
11 HFP16 ROOF PPNEL LP 26-24.3 1/2 •
•
3, 11 HFPl6C - 11 11 12._0• •
Il ]/e HFP16 - 11.11 7/e 12' - 0 • /Mil 4 0 4' 0' 3' 9• 3•
Il HFP16 -11.11 4 ._0• 3' -9 5/16' III
��{� 3• 9'_9 '1I •
1,0 3/8 HHF�1_ 6-12.0 { 3/8 t� f F SI 1 � 3• �'. 3. J •
9.11 HFP16c -11.11 • 1 1
. 3/8 HFP16 -12.0 3/8 I •
. It HFP16 -1I1l RAKE 1
RAKE f1. MEMBER 1
9,U HP MEMBER I FRH -24R
'.0 3/8 HFP16 -12.0 3/8 1 FRH -241.
ma HFP16 -12.1 3/4
,1 1 HFP16 -11.11
9d1 HFP16C -11.11
0.0 3 E HFP16-12.0 3/0 SEE PPNEL MARK •
0.l 3/4 HFP16-12.1 3/4 NUMBER TABLE POR
ENDVALL PANEL
MARK NUMBERS.
a
ONLY. i
20 ' & 24' ONLY, a
'LINS (TOE UPHILL) HAY IIIIIIIIIIIIII .•••1
ENDVALL PANEL PI. 1
l0 PANELS B 16 VIDE = 24 0
I 24' WIDTH
RATING DRILL. ELECTRIC
.E ELECTRICAL EQUIPMENT
ISMS DATE I PURLIN SPACINGS AND �� r--:' A4.,ANA -,
EUFAULK ENDW ALL SHEETING
MNIMMINIONII DRAWN BIN TDN � ELEVATIDNS •
��� (COMPACT BUILDINGS •
-_ —� ISSUED' NUM
naTE
•
1
R R AKE SC -, RAKE RC 1GAP ', RIO- 5.
RAKE 1 5 . 3 G. rRA CAP r RAKE
(1 /4 Pc.) / I '1 4 Pc.)
(1/2 Pc.) 1 I
RREC E ➢LAP —� — = 1 � �RAR EC EI R DC PP RAKE RFC EL➢CAP��� I 1
ROOF PANEL LP26-B3 1/2 ROOF PANEL LP26-t2.3 1/2
3' , 3'6 5/16' "'
3' P -9' (' T 5/16' 2 N ' c
3 �i 3 3 i� J
,� I 1 1
1 LRAKE RAKE - LRAKE
1 1
MEMBER F L MEMBER 1 MEMBER r L
1. FRM -BL ERM -8P I FRM -12L
•
.
1
I
•
SEE PANEL MARK NUMBER
TABLE FOR ENDWALL PANEL
MARK NUMBERS.
i .
w u ° u 0- a m W. 8 a; 2 2 2 n
>. 1 a
w
6 PANELS 2 16' VIDE = B' -0' 9 PANELS 8 16' WIDE = 12
8' WIDTH 12' L/IDTH
I RAKE ENDCA RAKE FLSG RAKE GAP RAKE FLSG RAKE ENOCAP
PANEL MA'I
REC -IL RKI -15.3 RC -1 1 RKI -15.3 REC-LR BLDG. PANEL
(I PC.) 1 <1 Pc,)
WIDTH CODE
8' EAVE 10' E
F PI HFPI6 -711 HHFPI6
ROOF PANEL LP26 -20.3 1/2 8' Plc HFPl6C -7.1I HFP IOC
P2 HFPI6 -7.11 7/8 HFPI6
]'- 95/16' 1 q• -0 P1 HFPI6 -711 HFPI6
12' Plc HFP16C-7.11 HFPl6C 1 1 P2 HFPI6 -8.0 3/8 HEPI6 -1
3 K J'' L p PI HFPI6 -7,lt HFPI6 I 1
1 3 16' Plc HFPl6C -].11 HFPl6C
I I
P2 HFP16 -8.0 3/8 HFPI6 -1
[/�'�'�'�' ` PI HFPI6 -7.11 HEPI6
" " "' RAKE - 20 , Ptc HF PI6C -J.11 HFPl6C
MEMBER
ERM-208 I
MEMBER 208 P2 HFPI6 -B.0 3/8 HFPI6-
P3 HFPI6 -8.1 3/4 HFP16-
P1 HFPI6 -7.11 HEPI6 -'
24' Plc HFP16C -7.11 HFP16C
•
P2 HFPI6 -8.0 3/8 HFP16-
P3 HFPI6 -19,1 3/4 I HFPI6 -
SEE PANEL MARK
NUMBER TABLE FOR NOTE.
u ENDVALL PANEL
' u u u > d u n a e_ n a u
- a d n MARK NUMBERS. l. BLDG. EAVE HEIGHTS AVAILABLE = 8', 10' 6
w 2, BLDG. WIDTHS AVAILABLE IN 4' MODULES = 8
3. ZEE SHAPED PURLINS SHOWN, CEE SHAPED PU
BE FURNISHED.
4, SIDEVALL PANEL MARK NUMBERS ARE SAME A'
5. ALL ROOF SLOPES ARE 1/3 ON 12 PITCH.
15 PANELS 0 16' VIDE = 23-0'
SAFFTY PRF_CAUTInI
YEAR APPROVED EYE PROTECTION WHEN .'
20' WIDTH
TOOLS MIST BE PROPERLY GROUNDER DO NOT U
WHILE STANDING ON VET SURFACES.
_-
1 . 11 1.1.1.1.1 NM __ -
___ - 11111111111111.1 -
til h1:. NO • REVISIONS --- - - -� —
MOMIIIIIMI 1.1
- --
3¢ MADE CK'D. GATE NO. REVISIONS
MADE CK'D. DATE NO.
0 1��
.
I
(-0 Staring Corner
Panel Panel
1 Starting
Panel
N Ote
I I Before Proceeding Step 0 1 Of The Corner
< SCd C f
Installation, Carefully ILy Study Study The Starting it
Panel
And
/ Corner Panel Arrangement Diagram R
Also Details A, B, And C Shown On This Page.
I
Bose Channel x,
P
nqu ° 0
Co�'e. A /
I �I Y CPC 1 7 1: 00111. Base Channel I
Base Channel n
ed
Corner '0'
`-- Exterior Tab
0 (bp)
a.
�— Lacking Tab
(Typ.)
Beginning At Corner "D', Erect The Corner Panel Being Careful To Position It Into The Base Channel Correctly.
Aga The Starting Panel Next, Nesting The Inside Leg OF The Starting Panel Into The Bent Ley Of The Corner Panel.
Again in Use Care are T ix Make Sure The g S The Panel Correctly Phs ep Into The Base I .
o The Base Channel.
e.
Finger Tighten The Bolt l Nut. Inse rt TA he Be 3 /B 0 Chan n Bolt A hThroughugThe Th Pre Driledl In The Panel Legs At The At
Elevation And h
Over Be Mnd The T abs (See a be t oil Cl. Rt The Top Of The Panel. Finger tighten The x NUts OF These Bolts Also. ''
Or RS -2) At Each Starting S t 2 ■ # I
Corner Installation
l B
star Conner
Pnneall n Po el
Panel Sldewall
End
\ Pavel Sldewall
Panel Panel
Endrall
se Channel Panel .
1 i .
tenor Tabs
Tab (TYP.)
ut '
P
oL .cd
Panel o dor Sf
!Eking G
,fro
an !I
I. � n dY
\� Base Channel
Bose Channel \ / ��
Corner ' ➢' If
tBITFI Rib Stiff Feners Omitted For Clarity
tee The Nuts.
As You Are Erecting Each Panel, s AI A Two A0 Hole In The Panel Legs Making Sure The el 2' e smg Base Channel Hole' As A Guide) se At
Erect Two Adjoining S;dewaU Panels And Tro Adjoining Endrall Panels Making Sure The Panel Bases Pre Correctly Positioned In The Base Channel.
T-0' Fron The Panel Bases. Install 3/9'0 x l" Bolts At These Locations And Finger Tigh Detail The Rib StLFteners Should Also Be Field Drilled And Bolted Using These Some Bolts As Shown t e On iD
Corner In J
Panel / Corner Panel Arrangement' Olagron,
Payc To Corner 'T" And Repeat Corner Installation Steps And k2
Clo
Pay Close Pttentlan To The Starting g / C
Panel / Corner der Panel Relationship Shown On The "Starting
-_
ALABAMA
__ DAT Erection Gu'de EpFAULA LI
1.011111.1111111111 _ DRAWN I � Corner Sections And Details __
_S Compact Buildings TDN
1110111.11 .
_- Issued' EMI 11111 ,
•
Note:
•
On BuOaings Longer Than 2.E-0', Erect The Intermediate Frame Prior To Standing Panels,
The Frame Should Be Adepuately Supported During The Entire Erection Process.
Loaner Panel \ / Starting Panel
t j
I
Starting Panel - 4 ( Corner Panel 1 1
Corner 'D' Corner 'C LT: armor r a Panel — i Ll.../--I
1
0 0 1 ]
I
)
91 Base Channel
al l
i
Corner
Corner 'A' 'H' ._\
Corner Panel I w ` I t--- Starting Panel \e\
'V' Groove J /
e 00
(Typ.) 1
Starting Panel Corner Panel
Bldg. Length
(Put To out Of Panels)
Slide The Wall Panel(s) Down In
Starting Panel / Corner Panel Arrangement Diagram Th e Outer Most Panel Flat Flt
The Inner Most Panel Flat Fits
Install (3) Rib Stif Peners (RS-
Panel Corner (See Detail 0).
Storting — I
II
Deta
Panel Corner
I 01/1 Pavel Storting
j i$II Panel
I II Bose channel
i r Corner Base Channel
Panl
I 1I Locking
N 'V' Groove // Panel Partmlly
Asay For Clnrlt
Pre -Drill A 7/16'0 Hole In The Ribs Of The Corner Panel Panel Partially Cut
Away For Clarity Showing Be Sure The Inner Mos
And The Starting Panel At 2' And At 7' -0' From The
Panel Base As Shown Above And Also At 6' From The Top The Outer Most Panel Flat Flat Clips Behind The L.
Of These Panels Prior To Assembly of The Corner Units. Over The Exterior Tab. i°b of The Base Chann
Pre - Drilling Panels At Corners The Legs of The Panel(s) Flt Between
The Exterior Tabs Of Base ChanneRs)
And Nestle In The 'V' Grooves.
Detail A
Detail C
•
Starting Panel
Corner Panel
eO 0 ® 0
SAFFTY PRECAUTION!
Use Safety Gloves When Handling Panels And
Sheet Metal Members. Insure that All Parts
•
Dr Portions Of Building Are Secured During
Construction Temporary Supporting And Bracing
Must Be Provided By Erector To Insure Proper 3/8•0 x 1' Pan Head bolt Rib Stiffener
Stability During Construction. (RS -1 Dr RS-2)
Install
Attah (3) x I' Head Bolts Per c Rib S Stiffener (2' a nd d n (2' 0 x From Base And 6' From Top of Panel). °"
s CO Rib Stir feners (RS -L Or RS -2) If Strapping Is Required.
Detail D
L.._ imimmimmalarin mmaMEMEMMMMMEEMI• 'MI - -- -- REVISIONS
Ir
1/2 Piece GEA -L Attach Eave Channel To Rake Menber
And Purlins To Rake Member (Field Cut And Notch)
Certain T P wit Fasteners Imo_ 2) xi2 Fasteners
able And Used For Each Phase o Qf
Ing Erection improper Tool Usage
Tits In Injury. �4 eia
at ,,,,,,: 440 V \ / _ - /2' 01a. A30? Bolts
Vlth Washers (Typical)
4.- clili Eave Channel
Rake Member �� \ /' -
®
�' � / ' ® GC -3 Clip
/" `\ O \ (Typical At Endwaus) '
at I alti I
hi... . .e; z Purim (Typical) Cee PurUne Used When Required
®' o
' ''� O
°t
O
Ridge Connector Plat x 1' A307 Botts With Washers As ShON^
CPF -1 The GC -3 Clips To The Endwall Rake Member With 1 /2'tl
The Rake Member Attach NU And Aligned VKh The Factory Pnched Holes. purlln.
A G To Installing Required The he-3 Are Turned Up
The Short Legs Each Intermediate Roof purlln P rtm Punched> And The Ridge
A GC i Req innd At The Eave CP Member,
❑P Endwall Panels Ps Shown In Detail A (Panel Cap
With tall Ridge Connector ir nly Attac hed Plate C hed To TohTh e Rake M The GC M Clir For The li ege
Should Already Be In Place). Clamp In Place As Required. The Lapped Panels As Shown In Detail A And Attach With I
Vlth All GC-3 Clips FlrM1ed The Rake Position The Rake Member n o
Flashing SHCF -3, h The Legs tt
Using The Rake Member Ps A Guide Drill ] %16'0 Hales Through r 3/B'0 x 1' Pan Head Bolts.
Repeat This Operation At The Other E^R Once
Memb Ste. Clips
#2 Are Turned Up
Detail A i\
Detail 0
,.i�lll II 011�llllglll�l
\,,i.... .�all�l�������III,I II t �iIIII�
� „„ IIIIIIIIIII,III, litil � il�� I\ III II
l u�lu,,ll,� .�
II IIIIIII�Ijllllj l�ilitlit �-
` �3 /B'0 Pan Head Bolt I VI I I
e R 6
Cop ��
hing 6HCF -3)
I Eave Channel
��
wall Panel
3/04 Pan E Bolt \ \/�
e r
Install Ridge Purlin And Any Intermediate Purlins (Intermediate Purls Qty. Varies With Bldg. Width) See CHRF
Install Remainingn Connection
Sidewoll P Panels.
Firmly.
Install Panel WP Flashing (SHCF -3) On Sideeall Panels Per Detail B.
Deter
Guide ”` " ° " ""
® Erection e QfAQ A
I - Members
� ❑ne Bay Buildng ORAWIN6 BEG2 DRAWNpRAWNB® RAW
• ISSUE • ISSUED
B rout Of Panel
l /� arner
Starting — // Panel
•
Panel Eave Channel
ClanPin9 Pliers
Mak (As Required)
Entivall —\ /— Sltlexall Avu
Panel / Panel
BU11:
Res
9 6'
Bolt k� 3/8'0 x I' -f r.
1 1/Nut /
Lave / Wall Panel
�� CM1annel
. I
I
l ' e Section A =__
p\ Positron The Eo ve Channel End / S .,d° Panel. Clamp Both Ends UP The Bq From l ve Channel is Out OF The Endwall Starting Corner And Fir t 9 q
ltle
Panel As Shown In Section A
N. Using The Eave Channel As A Gultle, Drill 7/I6'0 Holes Through The Lapping
Panel Legs. Attach The Lapped Panels To The Eave Channel With 3/B'0
Bolts And Finger Tighten, Use The Sane Procedure To Attach The G
Ppasit
Base Channel End Gf The Eave Channel To The Sidewoll Panels, ' x 1 e
ayp. U.N.)
NOTE! insure That All Parts Or Portions Of Building Are Secured Dur
Construction Until Building Is Complete. Temporary Supporting And Bracing M
Be Provided By Erector To Insure Proper Stability During Construction.
Rake Member_ .Eave Channel Installation
(Install In Step 02)
'Panel CaP Flashing
SHCF-3
y, / 1/2 Piece GEA -I
s
it i Rake Hernia,
Eave Channel
I • tI Varies � '
�r
Girt Clip GC -3 /
5 1/2'
i
�\
Section At PurUn
\\
"III: R
To Rake Member
3/8'0 Pan Rend Bolt Bl
Blind Rivet
' 2 Per Panel '
\ Panel Cap 2 i
��
Flashing (SHCF -3l
\ Pam
/ Wall Panel FIa-
Plumb Both Erected Corners And Firm( Rake Member
Continue To Erect Endxall Panels Until Both Tighten All Corner Panel Bolts. SIN:
Cos Showne Both Endwalls Are sheeted To The Center On The Building,
3/9'0 Pdn Head Bolt
Sh Panel C ep FlashM9 (SHCF -3) Over Top OF Entlwall panels And Pa
Aodan In w B A
Review CBEV -1 For Orlen<a bon Of Rake Members L Pop Rivet (2 Per Pone!) And P 2 7 ' - B' Elevation
Locations.
Rake Member Installation Ste. #1
De_ t
gym __ = ___-
.
OK D � � — =_
X 11} nw _-
® E PAW un
/
.AFETY PRE I/2 Piec GE -I, Attach Eave Channel To Roke Herber
---"- r_ A Purllns Ta Rake Menber (Fleutl Cut zd MOtch)
e Correct t %12 r a s teners — ,-
t
Of Certain That The Correct Tool ]s f T `— (2) %12 Fasteners
geErecton. Im pr Each Toot Usage
ed proper
is In Injury. \
\ V / di
_1 /2' Din. A307 Bolts
kk / ® With Washers (Typical)
/ / Eave Channel
Rake Menber
./ / 0
/ /- ®-- GC -3 Clio /' , � ® (Typical At E,d.alls)
•
•
Purim (TrPical
/ Lee Purllns Used When Required
i
,
\ 0
Ridge Connector Plate J ® g30i Bolts Vlth Washers As SNOrn.
CPF - 1
P
tort' Punche Notes. VItN rior To st9 Ne ak Member Hoc h C Chps To Entlwall Rake er I/2'0 x
AN -3ort In R egs allln OF T Ate Re The Are e a WThe U G tad -3 ediate Vf TNe The Fac
A GC -3 Is Required At TNe Enve Member Each Intermediate Roof Purlln urin Required) And The Ridge Purlln
Install Ridge Connector Plate CPF -1 Behind Thee Me CUP For The Ridge
VFlnKsh hing Sh All 5C3
ould Atr Clips e° Firdy mly Be Atta ched e). To Lla The rp RnplacemgsrReuired, The Rake Member On Top
Of Endwall Panels As Shown In Detail A (Panel CaP Plac The Legs Of The Lapped Panels As Shown In Detail A And attach With II
Using The Rake Menber A Guide Drill 7/l6'0 Holes Through 9 Of The GC-3 o Are Turned Up Hi
3/9 x 1' Pan Head Bolts. As
Repeat NIS Operation At The other EnRa e Memb Making
er Sure
Installat Legs
on Ste• #2
1/2 Piece GEP-1 Detail A \ , Detail B
Rake Menber ,1
Si gilt z• 4110lll 111111IIIII1 10
Varies �..+ 1110 B �����I ������1 1 ,10; (till $1:11 Girt Clip GC -3 5 1/2'
- 1111►
i
Sec
t'ion At Purl'in \'I
To Rake Menber I
I. X 3 /8'0 Pan Head Hott I Girt Extension Angle GEP - I '
Purim
Purim Purim And Any Intermediate Purllns To The RAk<
p Member And The Intermediate Frame. (Intgrnedinte Purim
�_ Quantity Varies With Building Width) Set CBRF-2.
Cave Channel E }_- _ - -_1 - - _ e Install Ridge Tighten All Purlln Connection Bolts Firmly.
6' Install Remaining Cap Sidewalk Panels,
F -3) On Sidewalk Panels Per Detail B.
3/8'0 Pan Head Bolt
.;-'1- l l
r Install Panel Cap Flashing (S
jIIh l s _ Va ries
\-• Girt Cups GC L/R
Q T-0' Elevation
Rafter
Section At url'in
To Frame Conn
l B I® Auew
MISIMINIII Erection G eUeAVeA
_ I — Rake /Eave Members
D" T Bay Building - --
DRAWN BY: oe_____ CBEG-2F :' "'� il
= =� ® ® I I I (Compact Buildings NUMBER
• lssued.
9 — Out Of Panel
_ \ ,-- Corner
a Panel Clapping Pliers
Starting \\ (As Required/ Hake
Panel / T -Eave Channel ( Avail.
/ / sloe wau I ' Build!
/ Panel Resu
_ Pane) 1+ 16'
r+ / 9. • -Tails� ase `� 3/8 x 1' _/
Bolt W /Nut /
Wall Panel
Eave
1 i \ Channel
F^aw Section 'A -A' ' 1
a -
Position The Eave Channel End 0 1/2' From The Out OF The Endwall Starting
Panel. Clamp The Eave Channel To The Corner And First Sldewall Panels As
Shown In Section 'A - R'.
j/ Boll The Eave Channel Clip (FECP -1) To The Intermediate Frame Column And Bolt
The Other End DE The Eave Channel To the FECP -1 Clip With (2) 1/2'0 x 1 1/4'
A -307 Bolts.
•L r Using The Eave Channel As A Guide, Drill 7/16'9 Holes Through the Lapping
/ .Panel Legs. Attach The Lapped Panels To The Eave Channel With 3/0 x 1'
Bolts And Finger Tighten. Use The Sane Procedure To Attach The Ad joining
-Base Channel Eave Channel To The Sldewall Panels,
( Typ. U.N.) Construction Until Building Is t Complete. rti Tempo Temporary Supporting And Bracing Must
Be Provided By Erector To Insure Proper Stability During Construction.
Eave Channel Installation
Rake Member Panel Cap Flashing
In Step 02) ���� r SHCF -3
I Eave Channel
Eave Channel Clip t/2'0 x 1 1 14' A307 Baits
B FECP -1 3/q'9 x 2' A325 Bolts IIIIIIIIIIIIIIIIIIIIIIII �" l
i �__
. See Tally For Frame *I'. a
Mark Numbers I'I
I I[ Id
' ' Vl� �II_ Eo ve Channel
Rafter .I'�
II Column Eave Channel Clip EEC'
\\ Frio e Haunch Connection
Plumb Both Erected Corners And Firmly Tighten All Corner Panel Bolts.
Continue To Erect Endwall Panels Until Both Endwalls Are sheeted To
The Center On The Budding.
r
3/8 Pan Heatl Bolt
Slide Shadow Panel Cop Flashing (SHCF -3) Over Top Of Endwall Panels And Pop Rivet (2 Per Panel) As Shown In Detail A Review CHEV -1 Blind Rivet Blind Rivet /
For Orientation OF Rake Members And Purlin Looatons. 2 Per Panel 2 Per Panel
Panel Cap Panel C ap 1 �
Flashing (SHCF -3) Flushing (SHCF -3)
Rake Member Installation Stea #1 Wall Panel Rake Member
Siaewall Panel
3/8 Pan Head Bolt
E T -0' Elevation
•
Detail A Deta
-
MOM
-- -- �s
MI
SEIM
IMMINIIIIII IIII•1IIMM NI e, ��z� REVISIOec - - - -
. . . : 41: MW
Rib Stiffeners Required At Strapping)
-1, Detail a (wxme)
Rake Member aoi•n.Pme
a
\vatic
I ' ` - Eave Channel 1 1.,� u.s
iC q.
I
a E. swims. �ar11
I 'r \ . L.r e m (ms) 1 N_:::: -_ tI c ° Pe. - H.
� (PAama)
' ' an. s.n (crz)
3
I I� �a,
P!• „ RE.,_,. I I I
(5) /It rattan, (5) 1/P aiv,\ i 1 B
e I WX em•I aL -i
I pj ji �=.Im•... hal IA errs
1 lik
0 '
Detail At Endwall
3/8'0 x l' Pan Head Bolts (Typical)
L At Diagonal Strapping
cooping Is Require, On Any Wall With An Opening SAFETY PRECAUTIONI '.
Panels Are Slippery. 011 And Wax That Has Been Used On The Roof And Wall Panels For l
Protection Against Weather Damage VAL Make Then A Very Slippery Welting Surface. j
Wipe Dry Any 011 That Has Puddled From Bundler Stored On A Slope. Dee, Frost or Other
Forms Of Moisture Greatly Increase The Slipperiness Of The Panels.
1
412 Roof Fastener Cop Flashing
SHCF-3
' Panel LSP
O O O 1 3/4' Closure LSP -t
• Eave Trim AMPS
4• 1 B' 4 012 Roof Fasteners SPEC - 1 �� 1/2' Tape Mastic
(Top And Bottom of Closure)
,e\ r to OS / 012 Roof Fastener
`1 014 Wall Fastener 16' O.C. ---..----..
/ 3/8' x 1' Pan Head Bolt
t rave Channel
1/2' Tape Mastic
Eave Channel
Panel HFP
Blind Rivet 1/8 Rivet
2 Per Panel At SHCF -3
A
•ttachrlent Detail Through Eave At Sidewall
SCALE: DATE Erection Guide
_ EUFAULA ALASAMA :_i•
' i ,
DRAWN at THG 5 -6-94
-_ _
CHECKED BY: BLJ 5-6 -94 Sheeting And Trim Details REV ND.
MADE CK'D. DATE
DESIGN AT'D. BY:
Compact Buildings DRAWING CBEG -3 D
NUMBER '
Issued, 5 -16 -84
MEM
O
SAFETY PRECAUTIDNI
2 Do Not Valk On unsecured Panels. Wipe 011 And
Other Slippery Substances Fron Roof Panels.
G
Vaii Panels CS
\ See \ Page CBE
O
•
I \
I •
I
I
111
It
i II
gam Strapping
F lay For \ (See Tally For Lengths
11110
Bose Chinn
0 Attach Panel To Eave Channel
0 Attach Panel To Intermediate Perlin (If Required)
0 Attach Panel To Ridge Purlln And Bend Panel over Ridge
O Attach Panel To intermediate Purim (If Required)
0 Attach Panel To Lave Channel
Leta
Diagonal St
SAFETY PRECAUTIONI
Workers Should Maintain A Constant Awareness OF Their
Location In Relation To The Roof Edge At A11 Tames.
*14 Roof Fastener 1/2' Tope Mastic (Cont.)
Rake Flashing C - p -
RKI -15.3
Detail 'A'
Cap Flashing
SHCF
SHCF -3
Panel LSP
Endwab Rake Member 4' B'
I7 1 B'
3 /8' x 1' Pan Head Bolt
• *14 Wall Fastener I
*14 Roof Fastener �_
_
Panel HFP Blind Rivet In Rivet
(2 Per Panel)
Detai
Detail Through Rake At Endwall Roof Panel
SAFETY PRECAUTIONI
Insulation Has No Load Bearing Strength.
Maintain Body Weight On Approved Scaffolding
Or Roof Panels.
NO. REVISIONS MADE CK'D. DATE NO.
REVISIONS MADE MD. DATE NO.
REVISIONS
RAKE ME MB ER A RAVE CHANNEL (SHOWN)
RAKE MEMBER SIMILAR
/ Q) 1/2'% 1 1/4' P307 BOLTS
4- (2) 1 /2'4 1 1/4' P307 BOLTS
0J
BRL) JAMB CLIP SPCP - J
i IJPHB CLIP SPCP-0 t /2 l I /X• g30J BOLTS HEADER CLIP
JARS Ex,TEUS ION -�,\ JCB -B
JE:- LENGTH �\ �•'
HEADER CLIP
OVERHEAD OGGR HEADER O • / JCR -B UM
DHBDP 2- LENGTH j
1/2 I t /4' A307 BOLTS
t/2'0 BUTTON HEAD BOLTS
O X .
- OVERHEAD
R)HEADPD
t/2'0 BUTTON HEAD BOLTS
OVERHEAD DOOR JAMBS •
(L /R)➢JBDP LEN
ANNEL 1
• NT1
FIELD WORK AND ATTACHMENT
MAY BE REQUIRED FOR OPENING •
•
AT ENDVALL.
DETAI B
DETAIL A
A
_ — - -- 1.1111 .i - -_
2 .
2 EDGE OF
SLAB I
ANCHOR BOLTS
BASE CHANNEL FLBT -t
(NOT BY PF
FINISHED FLOOR
•
•
SECTION A-A
TYPICAL ANCHOR BOLT LAYOUT
DOOR JAMB k12 FASTENER
*12 FASTENER DO R JAMB - LENGTH
MB X12 FASTENER X14 FASTENER
<L / DOOR R ➢ LENGTH
Xl4 FASTENER
SHADOW PANEL
1
SHADOW PANEL SHADOW PANEL i
j I I JAMB PLASHING
SPJF- LENGTH
JAMB FLASHING gULK
SPJF- LENGTH
CAULK e' -D
6 ._D. CAULK l2' - ➢ 4 . . 4'
A , 4 • l6•_D
CAULK 10' - D'
DES
ALABAMA inois FRAMED OPENING DETAILS EUFA
���� � . CBF ❑ - 1 CrIEC �� � (COMPACT B NumaE G
OMIOMMONOMM 11:1111111
EAVE EAVE C= aNNEE-,
AVE CHANNE \
- - -
.:MI __ - _ -_
JAMB EXTENSION-. DOOR HEADER ` DOUR HEP ➢E RA
JAMB EXTENSION
DETAIL A
DETAIL B i
CI
1
1
rc DEN JAMB
of
0
DETAIL C °o
DOOR JAMB
BASE CHANNEL DETAIL C
BASE CHANNEL BASE CHANNEL 1
- DETAIL D BASE C
DETAIL D
DOOR WIDTH I
DOOR v7D TH
FRAMED OPENING KEY r
JAMB EXTENSION TO EAVE CHANNEL FRAMED OPENIN KEY
USED WHEN EAVE HEIGHT - DOOR HEIGHT EXCEEDS P -0' JAMB TO EAVE CHANNEL
USED WHEN EAVE HEIGHT - DOOR HEIGHT EQUALS C -0'
BASE CLIP JCS-B I /2'0 BUTTON HEAD BOLTS DOOR JAMB ---, BASE CLIP JCB -B
( L /RIDJ LENGTH
/ I - FINISHED BUTTON HEAD BOLTS
CAULK THOROUGHLY
INI � �FMISHEO FLOOR
al
BASE CHANNEL FLBT -I
DOOR JAMB
( L /R LENGTH
DETAIL C
DETAIL D
11I'IIII■IIII III I INSIDE CLOSURE
i l l I I I II? �I MI2 FASTENER
SHADOW PANEL SHP -1/0
DOOR HEADER %12 SDYC FASTENER
il WITH NUTB
ANK
OVERHEAD SHADOW P
DOOR FLASHING
PANEL
SPHF- LENGTH SHING
DETAIL E z
HEADER CLIP JCD -B
1
� DOOR JAMB
o I a
I j a
I DETAIL F ➢HB P2_ LEND H HEADER
■
III 111 I /2'0 BUTTON HEAD BOLTS
1 DOOR WIDTH
SHEETING ELEVATION
DETAIL E
in lalMamwraIMIBalrIL.m...__alaaaarelliallaigianaa•Mm.....•••
REVISIONS MADE
®' DATE NO. -
EAVE CHANNEL ( SHOWN)
l�� 1 C
I II RAKE MEMBER SIMILAR
I TF T 1ir l
— s
VALK DOOR
SUB JAMBS
j (SPSJ - LENGTH)' VALK DOOR
SUB HEADER
(SPSH -3.0)
JAMB FLASHING
CLIP ANGLE \
!w ➢JFA - U \ i
VALK DOOR
HEADER
•
N BLIND RIVET
_ PER STRAP
j I (TYP. U.N.) VALK DOOR
JAMB (TYP.)
I -WALK DOOR JAMB
PLL
PANEL
L FACE OF JAMB FLASHING
•
STEP 3 \
\ ..
•
' DOOR PANEL
[ HEAD FLASHING BASE CHANNEL 1' -B' 1' -B' LINE
6' / (VDHF -3) (PERT -1)
6/-8' ".
•
STEP 4
WALL PANEL \
CAULK
A FIELD NOTCH PANEL (TYP.)
CAULKING DETAIL
ERECTION
#12 SDYC FASTENER STEP'
VALE PANEL R NUTBLK
INSIDE CLOSURE #12 FASTENER 1, WALK DOOR MUST BE LOCATED AS SHOWN IN STEP 1. ING AS SHOWN IN STEP 2. SUB •
(SHP -1 /0) (2 PER HEADER STRAP)
SUB HEADER 2, INSTALL SUB FRAM
B, / HEADER SHOULD BE LEFT LOOSE FOR SQUARING AND
4' LEVELING OP WALK DOOR HEADER.
HEAD FLASHING � q, (SPSH - 3.0) 3. INSTALL JAMB FLASHING CLIP ANGLE TD PANEL SIDE
N ➢NF -3) pF VPLK DOOR JAMBS. LEAVE ABOUT 1/32' BETWEEN •
JAMB FLASHING CLIP ANGLE AND WALK DOOR JAMB
MM. TO PERMIT JAMB FLASHING 10 BE INSERTED FOR A
•
•
WALK DOUR HEADER FRICTION FIT. •
4. ATTACH VALK DOOR HEADER TO SUB XEPDER AND
INSTALL VALK DOOR JAMBS. •
5. DOOR OPENING SDU RE JAMBS TO TO A AND A M AK OF
SECTION A - A SURE JAMBS ARE PLUMB IN ALL DIRECTIONS. AFTER
SUB JAMB
DOOR FRAME HAS BEEN SQUARED AND PLUMBED,
(SPSJ-LENGTH) SUB JAMB ATACH TO SUB FRAMING WITH (2) B12 FASTENERS
- / (S AS J- LENGTH AT EACH STRAP ON JAMB AND HEADER.
VALK DOOR JAMBS 6. INSTALL ALL PANEL m AND NOTCH PANEL LEG FOR HEAD
#12 FASTENER - TYP.) PLASHING. INSTALL NEAR FLASHING AND
ON CAULK OF PANELS AS
JAMB FLASHING CLIP (2 PER STRAP REDUIREE CAULK VITA ALLATI
ANGLE N ➢JFA - I TYP, / m,�, ETC. NECESS CAULK PS NECESSARY.
' r J. INSTALL DOOR LEAF AND MISC. DWA E.
LA
12 FASTENER DOOR LEAF BL IN RIVET (TYP.) B. ALL SUB FRAMING CONNECTIONS TO BE MADE WITH
PANEL 3 /B'0 PAN HEAD BOLTS WITH WASHERS.
STIFFENER
PANEL
STIFFENER \ CAULK v SHEETING CREW CAN CONTINUE TO SHEET WALL
FRICTION..." •
CAULK t WHILE OTHERS INSTALL DOOR. PANELS ADJACENT
"r TD AND ABOVE DOOR CAN EASILY BE INSTALLED IN
•
V PLL PANEL THE 6' -B' OPENING.
•
WALL PANEL FIT 2' 4' JAMB FLASHING •
4' 2' 3' -0' (VDJF -1 TYP.)
•
SECTION B-13 . '
..
i
,
. _
IMINIMMIIIIN 3070 WALK DOOR DATE "L"B "M"
cuFAUtA
EREC TION DETAILS a
_ - DRAWN BY: 5 l _ _ REV N 41
_____
— (COM PACT BUILDINGS) onAwi C BWD - 1:'` 6
NUMBER '
1.111.111111 , ISSUED 1131312 -
MADE EK'D. DATE
•
EAVE CHANNEL (SHOWN)
•
RAKE MEMBER SIMILAR
5yL I r 412 FASTENERS
•
3' -5 1/2' F ___" 1
' 1/2 ANCHOR NUTS'
BOLTS 7 JAMB CLIP ALL CONNECTIONS
PANEL 7 ( � � r PANEL IV DJC -2) ; MADE V/3/B'0 % 1'
/// \ ' q /-HEADER CLIP P.H. BOLTS UNLESS
(V DHC -U OTHERWISE NOTED.
DOOR 2 r
2 3/4' P -9 1/4' 1' -9 1/4' 2 3/4' VPLK DOOR
SUB HEADER
a 4 (SASH -3.U)
p_4' 4 . 1 ._ 4 . I
zs
(BETWEEN PANELS:.
WALK DOOR
6 -e' WALL 44 y SUB JAMBS o
I PANEL 7 J (SPSJ - LENGTH) —.AI i
1 ,
NOTE F a o
BASE CHANNEL NOT SHOWN FOR CLARITY.
ir £
'J oo
STEP 1 H� - 3 ' -2 1/8' .
BASE CLIP
Ha I'- J1 /16', 1' -11/16' C (WDBL -U
r
BASE CHANNEL DOOR PANEL O-13'
IFLBT -U C -8' 1' -B' LINE
STEP 2
EAVE CHANNEL (SHOWN)
RAKE MEMBER SIMILAR
EAVE CHANNEL (SHOWN)
[ RAKE MEMBER SIMILAR PANEL STIFFENER —
RS -I (B' L 10' EAVES)
RS -2 (12' EAVES)
e
‘a.--. F 1 1 1 r
WALK DOOR
SUB JAMBS 1 1 I 5
(SPSJ- LENGTH) -� 0 J O
/
WALK DOOR A' I'
1 SUB HEADER I` �
33q/ (SASH -3.0)
I-WALK 9017R 3 j
HEADER ] ` 112 FASTERER
2 PER STRAP
(TYP. U.N.) FIELD CUT PANEL
LEG TO ALLOW
HEAD FLASHING
TO SLIP IN BEHIND
WALL 0 WALL — I CAULK/NG DETAIL).
PANEL - VALK DOOR - PANEL ^j
r JAMB (TYP.
® 'BD 'B'
•
(1
e
WOOD SPACER
BASE CHANNEL f l � l T
6' 1 B B B
6LBT -U I Tl BASE AJ
6LBi - NNEL 3• -0' 6'
STEP 5
STEP 6
REVISIONS MADE CKD. DATE NO. REVISIONS -
MADE CK'D. DATE NO. REVISIONS
EAVE CHANNEL (SHOWN)
RAKE MEMBER SIMILAR
l
•
. _iFF - NT H
WALK DOOR
SUB JAMBS
(SPSJ- LENGTH)
WALK DOOR
JAMB FLASHING —, SUB HEADER
CLIP ANGLE \ / (SPSH -6•W
(W DJPA -D "\
D, WALK DOOR
HEADER
:'I ::..I BLIND RIVET
-- 1 - - ' 2 PER STRAP
7___ ___ -- (TYP, UN.I
if VALK DOOR
=WALK ODOR JAMB JAMB CTYPJ
VALL
L FACE OE JAME FLASHING PANEL
I \
STEP 3
H DOOR PANEL
�
LINE
6' HEA➢ (VDHF -6FLASING
l BASE CHANNEL O•_2• 3' -2'
/ (FLBT - U
I k i A 9 , - vM
lib III I III OP.! STEP 4
WALL PANEL
CAULK
v FIELD NOTCH PANEL (TYP.)
CAULKING DETAIL
ERECTION PROCEDURES
WALL PANEL X12 SDYC FASTENER
I. NUTBLK STEP'
INSIDE CLOSURE . i 412 FASTENER 1. WALK DOOR MUST HE LOCATED AS SHOWN IN STEP 1.
(SHP -1 /0) i
SUB HEADER (2 PER HEADER STRAP)
HEAD FLASHING , 2. INSTALL SUB FRAMING AS SHOWN 111 STEP 2. SUB
HEA ➢ER SHOULD BE LEFT LOOSE FOR SQUARING AND :
(WDHF-6) �� (SPSH -6.0) LEVELING OF WALK 0008 HEADER.
3. INSTALL JAMB FLASHING CLIP ANGLE TO PANEL SIDE
OF WALK DOOR JAMBS. LEAVE ABOUT 1/32' BETWEEN
JAMS FLASHING CLIP ANGLE AND VALK DOOR JAMB
WALK DOOR HEADER TO PERMIT JAMB FLASHING TO BE INSERTED FOR A
FRICTION FIT.
4. ATTACH WALK DOOR HEADER TO SUB HEADER AND
INSTALL WALK DOOR JAMBS.
5. CUT A 6' -0' WOOD SPACER AND INSTALL AT BASE OF
SECTION A - A DOOR OPENING. SQUARE JAMBS TO HEADER AND MAKE
SURE JAMBS ARE PLUMB IN ALL DIRECTIONS. AFTER
DOOR FRAME HAS BEEN SQUARED AND PLUMBED,
SUB JAMB ATACH TO SUB FRAMING VITH (2) 0I2 FASTENERS
(SPSJ - LENGTH) SUB JAMB (SPSJ - LENGTH) H) AT EACH STRAP ON JAMB AND HEADER.
WALK DOOR JAMBS 6. INSTALL PANEL m AND NOTCH PANEL LEG FOR HEAD
JAMB FLASHING CLIP ow *12 FASTENER FLASHING. INSTALL HEAD FLASHING AND CAULK AS
ANGLE (VDJFA -1 TYPJ (2 PER STRAP - TYP.) REQUIRED. PROCEED WITH INSTALLATION OF PANELS
0, m, ETC. CAULK AS NECESSARY.
B12 FASTENER 7. INSTALL DOOR LEAFS AND MISC. HARDWARE.
(t• O.C. - TYP.) DOOR LEAF gfi//BLIND RIVET (TYP) B. ALL SUB FRAMING CONNECTIONS TO BE MADE WITH
PANEL 3/8'0 PAN HEAD BOLTS WITH WASHERS.
PANEL STIFFENER
STIFFENER CAULK
CAULK AA SHEETING CREW CAN CONTINUE TO SHEET VALL
1 TO ‘/HILE INSTALL
CAN OEASILY PANELS ADJACENT
BE INSTALLED IN
FRICTION VALL PANEL THE 9'-4' OPENING.
WALL PANEL FIT
2' E' 6'-O' 2' 2' JAMB BASHING
(VDJF -2 TYP.)
6' -H'
SECTION B -B
•
SCALE: DATE 6070 WALK DOOR
DRAWN BY'. T ➢N 5 -I0-94
ERECTION DETAILS EUFAU "` " ° "" LA Sirli
CHECKED BY: BLJ 5 -12 - 94 --
(COMPACT BUILDING DRAWING CBWD 2
5 n`v Mo
DESIGN APP'D. BY: - 0
ISSUED -16 -9a NUMBER - _'
MADE CK'D. DATE
4
EAVE CHANNEL (SHOWN) •
RAKE MEMBER SIMILAR
r r (6) KI2 FASTENERS
F
S'-6 1/2' TT` A k
1/2'0 ANCHOR
BOLTS - JAMB CLIP NOTE
7 B. (W DJC_b
I ALL CONNECTIONS
PANEL / PANEL •
/- HEADER CLIP ' MADE V/3 /B•0 % 1'
r �� \ l r PH, BOLTS UNLESS
1111.1 r ` I / ('JOHC -i1 OTHERWISE NOTE].
DOER 0
' I
3/4' 3' -3 1/9' 3' -3 L/4' 3/4' I o r '- WALK DOOR
1 ¢ a SUB HEADER
Q (SPSH -6.0)
or
P -9' = I
' (BETWEEN PANELS) ' o n •
d o
VALK DOOR
B 4 WALL ti SUB JAMBS
PANEL : (SPSJ-LENGTH) it
NOTE'
EASE CHANNEL NOT SHOWN FOR CLARITY,
`
wo
STEP 1 H" 6' -2 I/13'
Li
o \ BASE CLIP
f a 3' -1 1/16' ]' -I 1 /I6' f V ➢HC -ll ;
BASE CHANNEL �� DOOR
"'111 (PANEL r
(FLBT -I) 3' - 2' 3' -2' LINE
L .
4' -B• 4 _B
9 1_ 4 . ••
STEP 2
EAVE CHANNEL (SHOWN)
WALL PANEL EAVE CHANNEL (SHOWN( RAKE MEMBER SIMILAR
RAKE MEMBER SIMILAR
PANEL STIFFENER
135-1 08' 6 IB' EAVES)
RS -2 (12' EAVES) WALK DOOR Q
SUB AMBS
J (SPSJ - LENGTH) yI A VALK -3OR I' � -I
1 1 SUB HEADER --
(SP SH -3.0)
r
WALK DOOR
HEADER ` p12 FASTERER A"
2 PER STRAP
(TYP. U.N.) FIEL➢ C UT PANEL
LEG TO ALLOY
HEAR FLASHING
TD SLIP IN BEHIND
P LEG (SEE
_ vpLL C AU LK ING DETAIL)
WALK 0008 PANEL
JAMS PJ
•
V000 SPACER
� il
BASE CHANNEL I _-
6L8T -U 6' - BASE CHANNEL
(FLDT -1) 4 6•_p•
4 •
STEP 5
•
STEP 6
s
0
•
9 NO . REVISIONS _- -- — _ —_-
MADE CK'O. DATE NO. REVISIONS
MADE CK'D. DATE I NO REVISIONS
(SHOWN) -'EAVE CHANNEL (SHOWN)
r RAVE RAKE MEEMBER MBER SIMILAR RAKE MEMBER SIMILAR
I PS-=• — PANEL STIFFENER PANEL STIFFENER -7,..,_
RS -m•
.
1 I
I SILL FLASHING E I i
NOTCH
CAULK
iI i - /SILL FLASHING 1 ,
WALL � —I II WALL III
PANEL • PANEL I IL
TYPJ
(TYPJ
II I
I
1 ,.g
1 I 1 n '_'
/ /(' BASE CHANNEL L FINISHED FLOOR L (4) 1,12 FASTENERS EACH
BASE CHANNEL 2 . L FINISHED IN FLOOR (ID N WI LO EACH (FLBT_D
(FLBT -U LINE SIDE OF VINDOV LpCATION LINE SIDE OF WINDOW LOCATION
•K RS -1 = 8' AND 10' EAVES, R5 -2 = 12' EAVES
•� RS -1 = 9' AND l0' EAVES, RS -2 = 12' EAVES
CAULK PANELS AT WINDOW LOCATION.
S PANELS O WN. WINDOW A AND PANEL (SEE CAULKING DETAIL BELOW)
STIFFENERS AS SHOWN. NOTCH PANEL LEG AND
INSTALL SILL FLASHING. E P 3
STEP STEP 4
E
WALL PANEL I .— 812 SDYC FASTENER
6 NUTBLK
INSIDE CLOSURE
(SHP -I /O) EXTRUDED ALUMINUM
L HEAD FLASHING
BLIND RIVET
(12' O.C. TYP.)
HEADER
6'
R EXTRUS ILDED LASHING
ALUMINUM HERO FLASHING
- L F $1:::
ill%114111 ,;
n.. BLIND RIVET
(12' D.L. TYPJ
• N12 SDYC FASTENER WALL PANEL II `
6 NUTBLN
WALL PANEL
INSIDE CLOSURE (SHP - I/0)
(ATTACH WITH CONTACT CEMENT
OR SPRAY ADHESIVE.) CAULK
SILL (TYPJ
SECTION A - A
14W PANEL OPENING SILL F LASHING
2 1/9' 43 3/4' L 21/9'
1111
PIE FASTENER NET WINDOV VIDTH CAULK •
FILL WITH
' LOOSE INSULATION 1 PANEL
CAULK STIFFENER
- Ir (RS -NN TYPJ
SLIDE
B
JAMB B TRIM K FIELD NOTCH PANEL
WALL PANEL- 2' 2' I WALL PANEL
CAULKING DETAIL
SECTION B - B
SCALE: DATE 4030 WINDOW ALABAMA
EtIFAUL
DRAWN BY: TDN 5 -10 -94 ERECTION DETAILS
CHECKED BY: BLJ 5 -12-94 REV MO.
M). BY: (COMPACT BUILDINGS) DRAWER CBWN_I °
MADE CK'D. DA Map 5 -16 -941
■
all
•
-
E (� EAVE CHANNEL (SHOWN)
AVE CHANNEL (SHOWN)
r RAKE MEMBER SIMILAR RAKE MEMBER SIMILAR
Z
it
�I i
l
a
t WINDOW 1 i N,3 i i
LOCATION '
I i
i
WALL WALL
..--H-
PANEL PANEL - ^ -' ^ -^ T + '^
(TYP.) (TY P.)
W
BASE CHANNEL BASE CHANNEL 1
L FINISHED F
(ELBT -U SFLB T -D FLOOR LINE
INSTALL PANELS UP TO LOCATION OF WINDOW, FIELD CUT PANELS ABOVE AND BELOW WINDOW.
OMIT THREE PANELS AS SHOWN ABOVE.
STEP 1 STEP 2
} EAVE CHANNEL (SHOWN)
I RAKE MEMBER SIMILAR EAVE CHANNEL (SHOWN)
RAKE MEMBER (SIMILAR)
PANEL STIFFENER —
RS - == PANEL STIFFENER
RS -Ms
HEAD
���
_1�II�-I
u �I
R LK �II
III
N FLASHING
c �IiI�I-III
WALL
PANEL VgLL
( TYPA PANEL �
P)
11;
HA
C ■
BASE NNEL
( HA FINISH` E FLO L *12 FASTENERS EACH BASE CHANNEL FINISHED FLOOR
SIDE OF WINDOW LOCATION (FLIT -1) *12 FASTENERS EACH
LINE SIDE OF WINDOW LOCATION
■•• RS -I = B' AND 10' EAVES, RS -2 = 12' EAVES
INSTALL SLIDE IN JAMB ON WINDOW AND INSTALL =� RS -1 = B' PANELS ]0' EAVES, RS -2 = 12' EAVES
WALL. AS SHOWN. NOTCH CAULK ADJACENT PANELS THEN INSTALL PANELS ABOVE
WINDOW
WINDOW IN VgL
PANEL LEG TO RECEIVE HEAD FLASHING AND CAULK. TIFEE
S. ATTACH TO ADJACENT PANELS AND PANEL
STIFFENERS.
STEP 5
STEP 6
IIII
NO — .. - -__— - -__�_ ___-
11 .11.111.1. IIII
MN
REVISIONS MADE CK'D. D ATE ®. REVISIONS M---
®' CK'D. DATE NO
REVISIONS
I
SAVE CHANNEL (SHOWN)
, RAKE EL N) RAKE MEMBER S1 RAKE MEMBER SIMILAR
SIMILAR PANEL STIFFENER -T
—PANEL STIFFENER • RS -tea C
-. _ II 1 rm ir rf 1 II 11 li
1 11H I 1
1 I I
II I !
i1 t
I
WALL SILL FLASHING — VALL
PANEL
PANEL I (LSF -tl ITYPJ / 1
(TY P.) I CAULK J I
OTCH
SILL FLASHING - T I .
�� (L 5F -U 1 _.I
II
,I I
BASE CHANNEL L FINISHED FLOOR L (2) X12 FASTENERS EACH
BASE CHANNEL L FINISHED LED FLOOR L SI D 012 LOUVERELO EACH (FLBT - 1) LINE SIDE OF, LOUVER LOCATION
(FLBT - U '_ONE S[ ➢E OF LOUVER LOCATION a R5 -2 = 12' EAVES
a RS -t = B' RND 10' EAVES,
:a RS -1 = R' AND OD' EAVES, RS -2 = 12' EAVES
CAULK PANELS AT LOUVER LOCATION.
STIF FER PANELS BELOW NOTCH PA AND LEG AND (SEE CAULKING DETAIL BELOW) LOER
INS S SILL SHOWN, GOTCH PANEL LEG AND
INSTALL L FLASHING' STEP 4
STEP 3
VALL PANEL I. IP -1 /O
- INSIDE CLOSURE
HEAD FLASHING
(LHF -1) 812 SDYC FASTENER
-.; -,1, 0, 6 NUTBLK (1' - 4' 0.C.)
T :
CAULK B HEAD FLASHING
o /IL (LHF -U
Lt LOUVER FRAME 1 \ \
CAULK
VALL PANEL '
U
SILL FLASHING ='- _'- - = " "�-
(LSF , X12 SDYC FASTENER
BLIND RIVET 6 NUTBLK (1'-4 0.0.) CAULK
INSIDE CLOSURE INACT /C>
VALL PANEL (ATTACH WITH CONTACT CEMENT
OR SPRAY Y ADHESIVE.)
SECTION THRU HEAD P ND SILL I 6 III / SILL FLASHING
II • (LSF -D
(i' -N TYPJ
CAULK
PANEL I
STIFFENER
CAULK - (RS iYPJ
WALL PANEL LOUVER JAMB WALL PANEL
• FIELD NOTCH PANEL
48' PANEL OPENING
- JAMBS CAULKING DETAIL
SECTIDN
= =- SCALE: DATE 4040 LOUVER •L••M'A
E FAULA
���
PRAWN BY: TDN -1094 ERECTION DETAILS
I 1211:1 EMI
(COMPACT BUILDINGS) :! MN _ DESIGN APPEL BY:
- ISSUED' SIM
At enr IX'D -DA
Nol
LAVE CHANNEL (SHUVN)
EAVE CHANNEL (SHUVN) 1 RAKE MEMBER SIMILAR
RAKE MEMBER SIMILAR
I
1
LOUVER
LOCATION
WALL d
VALL
PANEL
o
PANEL GYP.) GYP.) a rc
ITYP.)
o
J ir
II
II
r I I I T rr . A _
BASE CHANNEL -' BASE CHANNEL FIELD DIMENSION L FINISHED FLOOR
(ELB T -U A -0' I (FLBT -0 LINE
INSTALL PANELS UP TO LOCATION OF LOUVER. FIELD CUT PANELS ABOVE AND BELOW LOWER. i
OMIT THREE PANELS AS SHOWN ABOVE,
STEP 1 STEP 2
EAVE CHANNEL (SHOWN) EAVE CHANNEL (SHOWN)
RAKE MEMBER SIMILAR RAKE MEMBER SIMILAR
PANEL STIFFENER PANEL STIFFENER
• RS -A• ) RS -int
IS 111
HEAD FLASHING
ILHF -ll
VNOTC AULK ii
VALL
r WALL
PPNEL PANEL
EIMM
III
lillli
WM 1111111 .. 111111111 A V
BASE CHANNEL FINISHED FLOOR 812 FASTENERS EACH BASE CHANNEL 1 - FINISHED FLOOR *12 FASTENERS EACH
(ELBT -1) LINE SIDE CIF LOUVER LOCATION (PERT -U LINE SIDE OF LOUVER LOCATION
u RS -1 = B' AND 10' EAVES, RS -2 = 12' EAVES ** RS -1 = 8' AND 10' EAVES, RS -2 = 12' EAVES
INSTALL LOUVER IN WALL AND ATTACH AS SHOWN. NOTCH CAULK ADJACENT PANELS THEN INSTALL PANELS ABOVE
PANEL LEG TO RECEIVE HEAD FLASHING AND CAULK. LOUVER. ATTACH TO ADJACENT PANELS AND PANEL
STIFFENERS.
' STEP 5 STEP 6
°^ OrVICICINR MADE•CK'D, DATE NO. REVISIONS MAnr rr•n n1Tr un ee..,e,...,..
SHADOW PANEL 7
\, ` �110: UNPAGED FRICTION FIT INSULATION
I ' NA% I i ,
PLASTIC 'T'�
/ .
I li
VINYL FACED, HEAVY DENSITY) •
SELF - SUPPORTING RIGID INSULATION '
STEP 3 ' -, ',I
OSITIUN BETWEEN APPLY VINYL FACED, HEAVY DENSITY, SELF - SUPPORTING RIGID
INSULATION, TUCKING EDGES UNDER THE PLASTIC 'T'S'.
NTS SHOWN ARE BY OTHERS. SHADOW PANEL
PLASTIC 'T'
4111
SHADOW PANEL
I <-':',....,`J.:,,, UNFACED FRICTION FIT INSULATION INSTALLING 1 1/2' VINYL FACED, HEAVY DENSITY,
SELF- SUPPORTING RIGID INSULATION AND 3' UNFACED
FRICTION FIT INSULATION, BUTT LEG OF PLASTIC 'T'
• % . • AGAINST EXTERIOR METAL AND FASTEN TO PANEL RIB.
SHADOW PANEL
\ \\ \\ ,II PLASTIC 'T'
012 FASTENER 3' O.C.
INSTALLING 2' VINYL FACED, HEAVY DENSITY,
IC 'T' opp, SELF-SUPPORTING RIGID INSULATION AND 3' UNFACED
FRICTION FIT INSULATION, BUTT FIRST RIDGE ON SIDE
OF PLASTIC 'T' AGAINST EDGE OF RIB.
FASTENER Y' -D' O.C. SHADOW PANEL .\
VERTICALLY ATTACH INSULATION PLASTIC 'T'
TO THE FLANGE OF THE PANEL RID ,I
(BY OTHERS)
VINYL FACED, HEAVY DENSITY, -
SELF - SUPPORTING RIGID INSULATION
INSTALLING 2 1/2' VINYL SAT, HEAVY DENSITY,
-• j I SELF- SUPPORTING RIGID INSULULATION N AND 3' UNFACED i
0 SYSTEM FRICTION FIT INSULATION, BUTT SECOND RIDGE EN SIDE
FOUR S PAN OF PLASTIC 'T' AGAINST EDGE OF RIB.
I,
SCALE: I DATE
SUGGESTED AIAUGA ,xl Irell eurnuu
� DRAWN By THG • ' 4 9. INSULATING PROCEDURES
CHECKED BV: BLJ •-14-94 REV.NO. ',�,
- =__ IS SIGN APP•0.9Y: (COMPACT BUILDINGS) DRAWING, (BIN -1 D 4
NUMBER '
SUEO
MADE C K'D. DATE
SHADOW PANEL SHADOW PANEL
/
/ \' Pte\
T\ , L
Y r
X 412 FASTENERS 3' D.C.
} \ - ' ' � PLASTIC 'T'J
/ • "" '
�\
UNFACED FRICTION FIT INSULATION J
PLASTIC 'T' —
STEP 1 STEP 2
FASTEN PLASTIC 'T' TO PANEL RIB IN THE PROPER POSITION. PUSH UNFACED FRICTION FIT INSULATION INTO F
ATTACH WITH 012 FASTENERS 3' ON CENTER. THE SHADOW PANEL RIBS.
NOTE
INSULATION AND ATTACHME
SHADOW PANEL
SHADOW PANEL
UNFACED FRICTION FIT INSULATION „„..4 / �� #12 FASTENER 3' O.C.
I/ 111►
• .
BLIND RIVET 2' -0' O.C.
PLAS
PLASTIC 'T'
PVC HAT CLIP J
VINYL FACED, HEAVY DENSITY, VINYL FACED, HEAVY DENSITY,
SELF - SUPPORTING RIGID INSULATION SELF - SUPPORTING RIGID INSULATION r
ONE SPAN SYSTEM TWO SPAN SYSTEM
a
> NO. REVISIONS MADE CK'D DATE NO. REVISIONS MADE CK'D. DATE 1 NO.
REVISIONS
'i�ika{I:
I
ROOF PANEL
ROOF PANEL —,
I I c-C-<-72- ___<:-.4••••••••10.001W i
LTAPE MASTIC
(1/2 TM)
® I i
I I I
\ TAPE MASTIC <1/2
(CONTINUOUS - SEE
MASTIC NOTE)
\� ILSP -D j
�` ` �\ TAPE MASTIC (1/2 TM)
\ I INSIDE CLOSURE STRIP
\\ __
� i (CONTINUOUS - SEE
` \ % MASTIC NOTE)
GUTTER S ----
\ i \
\ EAVE TRIM
(SPEC-1)
MASTIC TIC REDUIRED ON TOP DE AND UNDERNEATH 1111. E CLOSURE (LSP -D AS SHOVN,
EAVE DETAIL WITH GUTTER
BLIND RIVET (1 /B RIVET) I
REVD. R'D. 2 EACH LAP)
, \fit 2' TYP. LAP GUTTER
—
II
GUTTER J `I f } I
BLIND RIVET (1 /8 RIVET)
<12 RED'D. 8 EACH LAP)
(2) 1/9'0 BEADS OF GUTTER
SEAL EACH LAP
GUTTER LAP FASTENERS AT GUTTER LAP AND ENDCAP
RAKE FLASHING
CORNER CAP BOX (RKI -15.3)
ICCB -1L SHOWN, CCB -IR OPR)
\� GUTTER ENDCAP /�
GUTTER `
I= —
; 1./.-----. -- GUTTER SEAL (GTS) GUTTER SEAL (GTS)
1/4'0 pEAD \ 1 ` \ 1/4'8 BEAD
BLIND RIVET (1 /8 RIVET)
(12 RED'D. PER EN ➢CAP)
BLIND RIVET (1 /8 RIVET)
_DING CORNERS (ID RED'D, PER CAP BOX)
ORNERS. BUILDING CORNER --- BUILDING CORNER
(SEE NOTE AT LEFT) (SEE NOTE AT LEFT)
CORNER CAP BOX INSTALLATION
SCALE: DATE GUTTER AND DOWNSPOUT
EUFAULA
DRAWN BY: TDN 5 -10-99 INSTALLATION
CHECKED BY: BLJ 5 -12 -99
(COMPACT BUILDINGS) DRAWING REV. NO.
CBGD -I B ''
DESIGN APPD. BY: '
MADE CK'D. DATE
ISSUED. 5 -16-94 NUMBER ' - .14
— GUTTER
/
\ \f /
BEND ALUNG DASHED LINE
V A
IN
� V CUT ALON6 SOLID LINE
\I
\ � \\I___ __-S\, f — TAPE NAS (3/4 6" 'LONG
\ EAVE TRIM (SPEC -U -� PLACE UN ➢ER T16 UTT TM) CLIF
1/2'� 4 . A A
\ \ \ \ \ \\ -HV GUTTER CLIP 6PGC -BU -H [ .1112 ROOF FASTE
3 - D ' ❑.G I / (ONE PER CLIP S PCC -BU
1114 SELF TAPPING — \ � / CLOSURE ASTIC STRIP NOTE)
(LSP -❑
� �� / /
GUTTER ROOF FASTENER \ ,
/ (SEE M
'„ / j \ — / ROGE PANEL
GUTTER CLIP (GC -A) � \ ( / 1 G UTTER (GT1.15.2) � — � i
112 ROOF FASTENER 2
\\ ��� EACH SIDE OF HIGH RIB
CAP FLASHING (SHCF - 3)
\ I '"-- EAVE CHANNEL
\ DOWNSPOUT CLIP IF ➢C -2) III MASTIC
1 DOWNSPOUT \ \\ TAPE
DOWNSPOUT .4)
(TYP. ❑III.)
,NJ --mm SIDEWALL PANEL
1/8' BLIND RIVETS
` �' DOWNSPOUT CLIP (FDC - 2) 411 INSIDE CLOSURE (SHP -I /O)
BLIND RIVET q/8 RIVET) i
� / BASE CHANNEL (FLBT - 1)
(TYP, U.N.) 3/H' X I' P.H. BOLT (PHB -1>
DOWNSPOUT ELBOW
<FDE - 2)
FINISHED FLOOR
i
DOWNSPOUT OUTLET DETAIL i .:
'74W1-1 l
DOWNSPOUT DETAIL
DOWNSPOUT CLIP (FDC -2)
(2) PER DROP
DOWNSPOUT 1/8' BLIND RIVETS
(FDS-ID.V It, (2 PER CLIP 2 WALL)
SIDEWALL PANEL
1/8' BLIND RIVETS
(TYP.) - CORNER CAP BOX INSTALLATION NOTE
START AND STOP GUTTER AND RAKE FLASHING AT BU
AND ALIGN WITH OUTSIDE EDGE OF WALL PANEL AT 1
SECTION THROUGH DOWNSPOUT
.
L ''�`. J nee m�n.e mall. fNYI MUFF NO REVISIONS