HomeMy WebLinkAboutPLANS/ENGINEERING - 08-00298 - 957 S 12th W - High Plains Drilling - Tenant FinishBUILDER / CONTRACTOR RESPONSIBILITIES
IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS
COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED
ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT
THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
PROFESSIONAL FOR A CONSTRUCTION PROJECT.
THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS
REQUIRED.
APPROVAL OF METALUC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY
CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
(SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.)
WERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER
TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 RISC CODE OF STANDARD PRACTICE 9TH ED.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY
METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN
METALLIC BUILDING COMPANYS ENGINEERS UNLESS SPECIFICALLY INDICATED.
THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH
METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS.
PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL.
CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN
WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT
REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS
AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS
CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER
OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE
MATERIALS UPON RECEIPT OF CLAIM BY BUILDER.
IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT
THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF
METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC
WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION.
ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE
INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE.
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED
FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE
TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST
LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND,
SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY
OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION.
(SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.)
DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED.
DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR
THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE
DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE
PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY
IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED
AS AN ALTERNATIVE.
PRODUCT CERTIFICATIONS
METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION.
METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING
CERTIFICATIONS:
1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBG REPORT NO. FA -337
2. SBCCI COMPLIANCE REPORT NO. 9461A
3. AISC METAL BUILDING CERTIFICATION PROGRAM
4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164)
5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M
6. CLARK COUNTY, NEVADA APPROVED FABRICATOR
7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604)
8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX))
9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -15
APPROVAL NOTES
THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS:
A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS:
1) BE MADE IN CONTRASTING INK.
3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED.
2) BE LEGIBLE AND UNAMBIGUOUS.
B) DATED SIGNATURE IS REQUIRED ON ALL PAGES.
C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS NTH EXTENSIVE OR COMPLEX CHANGES REQUIRED
TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE.
D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY
INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS
DRAWN, OR AS DRAWN NTH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED
BY MANUFACTURER.
E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE
CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS
SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANCE ORDER OR SEPARATE
DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING
APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER
DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR NTH
USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO
MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE
CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE
CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER.
GENERAL NOTES
THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS
STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR
REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE
DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER.
METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED.
THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED
ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES.
1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS"
2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL
MEMBERS'
3, AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1.
4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL"
5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS:" "UNIFORM BUILDING CODE"
6. SOUTHERN BUILDING CODE CONGRESS INTERNA -TION Ah "STANDARD BUILDING CODE"
7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTF.IATIONAL• "BOCA NATIONAL BUILDING CODE"
t,Y
8. NATIONAL BUILDING CODE OF CANADA.
9. INTERNATIONAL BUILDING CODE (IBC)
MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY
STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH
THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF
55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD
POINT OF 50,000 psi. FLANGES WITH THICKNESS OF 2" 1 WIDTH OR LESS AND A WIDTH GREATER THAN 12' CONFORM
TO 136 WITH A MINIMUM YIELD POINT OF 42,000 psi. WEB.,,iIAATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A
MINIMUM YIELD POINT OF 46,000 psi. OR ASTM -A1011 GR 50,
MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT
OF 35,000 psi.
MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A992
WITH A MINIMUM YIELD POINT OF 50,000 psi.
MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEMEMBERS CONFORM TO ASTM -A1011
GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,0�1psi,
MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES 50 OR 80 WITH
MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi REsbtcTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE
MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 FOR UNPAINTED OR AZ50 FOR PAINTED
SPECIFICATIONS,
CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475;
ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36.
STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE
ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDAI";F NTH "TURN -OF -NUT"' METHOD AS DESCRIBED IN THE
SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A -3.:5 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE
NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS -UNLESS OTHERWISE NOTED.
ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND ;411E SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE
CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCr. 'EQUIREMENTS OF TTP -636,
SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS
STIPULATED OTHERWISE IN THE CONTRACT.
j;
SAFETY COMMITMENT
METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE
SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND ,10B SITE PRACTICES OF THE ERECTOR ARE BEYOND THE
CONTROL OF METALLIC BUILDING COMPANY.
IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP
PRIORITY OF ANY JOB SITE.
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE
WORKER SAFETY.
MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING.
EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES.
DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER
SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE,
ARE RECOMMENDED.
FOR PURPOSES OF DETERMINING UFT REQUIREMENTS, NO BUNDLE SUPPLIED BY NCI WILL EXCEED
4,000 POUNDS. FOR FURTHER INFORMATION ALSO REFERENCE THE BILL OF MATERIALS FOR INDIVIDUAL
MEMBER WEIGHTS OF OTHER STRUCTURAL MEMBERS. IF ADDITIONAL (FORMATION IS REQUIRED CONTACT
THE CUSTOMER SERVICE DEPARTMENT AT 800-777-9378.
RAIN FALL INTENSITY IS EQUAL TO 4 INCHES PER HOUR FOR A 5 MIN. DURATION (5 YEAR MEAN RECURRENCE)
1-11AMA\ Min -1 Ion
Fa Approval, _. NO. DATE
These drawings, being For Approval, are by definition not Thal, and ore fa conceptual A 4-18-06
representation only. Their purpose is to confrm proper hterpretation of the project
doaxnents. Only drawings issued Ta Recta Installation can be consMered as
con iActe.
Fa Construction Pmit
WILDING DESCRIPTION: ENDWALL FRAME TYPE
am SIZE WIDTH LENGTH HMO ROOF PITCH LEFT ROD
BLDG. "A" CS 40'-0 100'-0 14'-0 2:12 DE LNG. FRAME I BEARING FRAME
WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND
COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH
GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED.
BASE CONDITION:
SHEETING:
E4 of 7
BLANKET TYPE INSULATION:
10 SHEETING RECESS W/ 26 Co
PBR / GALVALUME
ROOF
NONE O BY MANUFACTURERE::I BY OT ERS ® ROOF111 WALL EJLI UL -250
W ANGLE / FLASH 26 Go
PAR / LIGHT STONE
WALL
SELF DRRLNG SCREWS * ZINC CAPPED
TAPE SLA- TRIM: (1/8' POP RIVETS AT SPUCES)
MEMBER ROOF('* 112-1+ x 1 1/4 STITCH ROOF( ie t 14 x B
ANCHOR BaiS
3/8"10 26 Go
GALLERY BLUE RAKE
MEMBER WALL(- 112-14 x 1 1/2) STITCH WALL( 0 If 14 x D
BY OTHERS
1" E] 26 Go
GA111FY BLUE EAVE
RAKE TO ROOF: SIKH RAKE TO WALL: STITCH
STANDAR DETAILS
WARRANTIES
N/A GUTTER
GUTTER TO ROOF: STITCH GUTTER STRAPS: STITCHBY
BUILDING
MPNUFACTURER
U.L OU NO
N/A DOWNS.
CORNER THIN: STITCH RAKE ANGLE: MEANER
E�
20 YR RW YES 1 26 m
CAIFRI' BLUE CORNER
PRIMARY: ®RED EJ GRAY EJ GALY.
20 YR WALL1P3 26 CA
QUERY BLUE ACCESS
1 SECaJDARY: ED REO =GRAY OGALV.
ADDITIONAL FEATURES w DDRIES - LONG LIFE FASTENERS
BUILDING LOADS
THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS
INDICATED AND APPLIED AS REQUIRED BY IBC 2003
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS
MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS
DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER
PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS,
MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED
ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE
ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES.
THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT
THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT.
ROOF DEAD LOAD 2.0 PSF DRAWING INDEX
COLLATERAL DEAD LOAD 0.0 PSF ISSUE PACE DESCRIPTION
ROOF LIVE LOAD A CI of 1 COYER SHEET
BASED ON TRIBUTARY AREAS:
0 - 200 SO. FT. ------ 20 PSF A ES -I INSTALLATION PROCEDURES
201 - 600 SO. FT. ------ IBC 2003 I EQUATION 16-26 ]
OVER 600 SO. FT. ------ 12 PSF 0 F1 of 2 ANCHOR Bar PLAN
20.0 PSF ( SECONDARY) O F2 of 2 BASE PLATE DETAILS AND REACTIONS
20.0 PSF ( PRIMARY )
GROUND SNOW LOAD 50.0 PSF ( Ce = 0_9 )( C t = 1_0 ) A El of 7 ROOF FRAMING PLAN
ROOF SNOW LOAD - PSF A E2 of 7 SREWAL ELEVATIONS
WIND LOAD 90.0 MPH, EXPOSURE C A E3 of 7 9DEWALL ELEVATIONS
SEISMIC
Use Group
Site Class
Design Category
SNOW LOAD
SEISMIC LOAD
IMPORTANCE FACTORS
WIND LOAD
SNOW LOAD
SEISMIC LOAD
D
D
S = 57.8% S =17.6%
S I
1_0
1_0
1.0
A
E4 of 7
ENDWALL ELEVATIONS
A E5 of 7
FRAME CROSS SECTION
A E6 of 7
PORTAL FRAME
A E7 of 7
MORTAL FRAME
A NS -1
STANDAR DETAILS
A NS -2
STANDARD DETAILS
A NS -3
STANDAR DETAILS
MEZZANINE LOADS
LIVE LOAD N/A PSF DEAD LOAD NIA PSF
CRANE INFORMATION N/A
MAU PROJECT.
APPROVED 4e // ,9�
DATE
BUILDING IN - TOfl
iNVAK M9
DESCRIPTION BY CK'D metallic building company
FOR CONSTRUCTION PERMIT DG JHfU E
7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338
ZIP 77041 (713) 466-7788 ZIP 77240
DESCRIPTION COVER SHEET
sv.E SEE BUILDING DESCRIPTION ABOVE
Custoia TRI -STEEL CONSTRUCTION CO. INC MARCUS FRANDSEN
LOC90 REXBURG, ID C&D W DG
NONE 1 3305-229405 1 1 p" I C1 OF 1 1 A
CUSTOMER SERVICE PROCEDURES
FOR CONUCIfK WOR K the error 's the fault of the Manufacturer, an
Aulhoozdon for Corrective Work' must be Eased in waiting by the Manufacturer to authorize the
UNLOADING, HANDLING, AND STORING MATERIALS
Touch-up of these numr obrosions is the responsibility of the End Customer. Shop Oned sled which is
cooled surfaces when sheets are std over one another. Now allow panels to be walked on while on the
corrective work at a cost not to exceed the maximum btal cost set forth.
stored in the field paling erection should be kept free of Da ground, and se positioned as to minimize
ground.
In order to give you prompt services and keep prabbms to a mninian, please handle any shortages or
ARemolive carecfve work other than that proposal n the lritkil Claim' may be drected by the
wafer -holding pockets, dust, mud, and other contamination of the primer film. Repairs at damage to prined
Rough & improper handling of a pond is inexcusable & a prime exampled poor job supervision.
back charges n the following manner.
Manufacturer n the Authorization of Corrective Wok.' Only [he Customer Service Deportment rmy
S>R- A great amount of time and trouble can be saved D the building pats are unloaded at the
surfaces and/or removal of foreign material due to improper field storage or site conditions are not the
Carefully check your packing lid while unhadwg. Mak any items, which appear to be missing and notify
autha'ae corrective work,
baking site according to a pre -arranged plan. Proper ki dton and handling of components will dlminde
responsibility of the Manufacturer.
FASTENER INSTALLATION
the Customer Service Deportment al 1-801-177-9318 as soon s passible. Coling someone elce could
deny the
V. FMAL CUJM - The 'firol Claim* in writ' must be forwarded the Customer to the Manufacturer
m9 by
within len (10) days of completion d the corrective work authorized by the Manufacturer.
unnecessa handling.
ry h9•
Al prima should be taunted up as required before erection!
Corral fastener inddlafion is one of the oast aiticd steps when ihslaung roof ponds. Drive De fastener
proper response.
I. SHORT MATE:RMIS - Immediately upon delivery of moterid, quantities are to be verified by thebsped
'Fowl
NOTE: Plece marks are slenctad on primary structural members of over and, I'-0' tram end.
all shipments prior to releasing the fin -downs for bads Mol may have shifted during travail!
ROOF AND WALL PANELS
in unM it is tight and the washy is firmly stied. Do cot overdrive fasteners. A slight extrusion of neoprene
around Me washer in a goad Visual fighhass check
Customer agdst quantities that ore billed m the slapping document Neither the Manufacturer nor De
TheClaim' must include:
1. Actual number of man-hours by done of direct labor use on costive work and actual hourly rales of pat
RBNMBER,
Always proper ( gun)
Aiwa use the tad to imddl fasteners. A folies drive screw un with a IN of 1700-2000
carrier is responsible for the makrid shortages against the quantities billed on shipping document if such
2. Taxes and insurance an total adml direct labor.
Blocking under the edums and rafters Protects De spice plates and the slab from damage dung the
Manufacturer's wan and roof ponds inducting kala coded, gaholume & gahanized, provide excelled
should be used for seocketls; screws. A RPM fastener drive should st used la self -tapping
shad are not acted on shipping documents when the mdaial is delivered, and Men oclaww d b
espis � Y
the cannons agent If the carrier is Ro Manufacturer, chins for sMdogs are to be made by the customs
3. Other died coals on actual dint obi.
4. Call (not
annual process. It also facilitates the pinking of slim a cabes around the members for later Nfting and
Blows mariners to be boxed together into sub-ossemNes whie an the ground. Extra core should always
service under wide varied conditions. AN udood & erection personnel should fun understand that
h & e N
thieve ore merdacrrd� which meals coufuus ave n had(ug
the
screws. Dyad room rockets, these can muse Ua fsdener to wobble during installation,
cause
of material mina supplies) xxdhor¢ed i>I the Manufacturer to be purdwsed from other than
pane's gadfly
to the common cartle. K Ibe material gwniRles eceved ore convect an dhg to Me quantities that orethe
Manufacturer, Including copies of paid Invoices.
be exercised in the adoading operation to prevent njuries from handing Me steel and to prevent damage
Under no cirawmtonas should It be handled mualth. Packages of sheds should be filed off
CORMCT DOW OF OOSE
�ANf
billed on the shipping documents, but are In than the quantities ordered or the quantities that are
5. Told stud direct cost d corrective work (sum of 1, 2, 3 & 4). The *Final Claim' must be signed and
to materials and Ko concrete slab.
the track with extreme care taken to insure Od no damage occurs to ends of The shoots or to side ribs.
ESS SAR m 100 RON S100
RufRNFA 6 NOT
necessary to complete the metal building according to the Order Documents, chic is too he made of the
certified he and correct by the Customer. ural palms are credited to Me Customer by the
DRMW
The packages shodd be stored off De ground sufficiently high to allow oir circulation underneath Be
NNE SIGN Ol OF DOWSFA KD WA �E ATO
ON
Manufacturer.
Manufacturer in an amount not to exceed the lesser of the maximum total cost set forth in writing in the
"Authorization
packages. This avoids ground moisture & driers people Iran waking on the packages. One end of the
NOTE: AwT rmove metal flings iron sarfoa of panels at Nw rid at arch work period. Fusing dings can destroy
U. DAMAGED OF 9111 MATERIAL - Damaged or detective materid, regardless of IN degree of
for Corrective Work" or total octal direct cost d corrective work.
�
package should always be elevoied to encourage drainage in case of min.
Na pan finish and void any warranty.
damage, must be Rated on the shipping documents eY the Customer and acknowledged n writng by the
6. Cast of equipment (rental or depredation), small tools, supervision, overhead and profit are not
N stacked metal parels are subject, to some degree, to localized diroobralion or slain when water is
MASTIC SEALANT
corner's agent. The Manufacturer is not responsMe for material damaged in uncoiling of packaged err
'C' '7"
subjected to claims.
VL STRUCTNML FRAYING SHOP PRIMER The Primers su Ned NCI intended to the ura
� � are rid ifm '�
ELEVATE
trapped between their cbsely nested surfaces. NO exercises extreme coition during fabricating and
shipping operations to inure the all pond stale is kept dry. However, due to climatic coni ibu s, water
Proper mastic appiicaUon is critical to the reacher tightness of a building. Mastic should not be shekh¢d
installed.
neater materials, including, bot not failed to: laslerars, sheet metal, & sections & c" panels
that become wet and/or damged by roots while n the possession of others. Packaged or nested material
provide
�
of
of appearance of a finish coal nor to provide extended protection if subjected to prolonged exposure. If
TARP
famed dry otadssation of hunud on coo become trapped between stacked sheets. Water can also be
when Apply only to dean, dry surfaces. Resp only sough mastic on the rod that can be
umbiled in a day. During warm weather, stone mastic in a cod dry place. During cold weather (blow 01')
that becomes wet in transit must be unpacked, unlocked and died by the Customer.
erection of steel B not possible, R must be dated from exposure to atmospheric and/or
/
trapped between the stacked sheds when exposed to rain. His ciscalmalim mused by trapped moisture
is often celled wet storage stain.
mastic nwst be kept warm 60'-90' until
P ( ) After mastio has been appied, keep protective paps
N the carrier is the Manufacturer, the Custaner must make claim for damage drec to Me Manufacture.
9 UY
environmental conditions that may be dehnenld to paint performance. llaro coalitions would include, but
not be tinted in, prolonged ultra -viand IgM due to possble lading and or spotting a standing
The slain 's usmty superficial & hos IRUe effect on the appearance a service life of the pends as kings
n place unM parcel is ready to be installed.
ALIGNING THE GIRTS
N the canis is a common Carrie, the Customer must Rake the claim for damage to common comer.
wrier resulting in spotting, peeling or localized surface oxdation.
dingexpoor to
it is not permitted to remain on the panels. However, moisture n contact with the surface of Me panels
whatsoever
The Manufacturer is not Babb for any dim dwiaever indudng, bot not Imriled to Mina charges d
or
AR CRCUIUTpT
ova an extended nod can sever oW the finish & reduce the effective service fife. H is alive
pe' severely rrptr '
Installation d the building walls a eral done before the roof. Before loading Ne wall installoNDR,
9en h h9
consegantnl damages resulting Fran the Customers use of damaged of defediue materials; that cm be
detected by asud inspafion.
The MNA Commentary Ades Led:
the manufacturer is not r nsibie for the deterioration d the shy coal d mer a
�° P Fd
K water is allowed to remain for ederded periods in hundles of primed ports such as girls, purins, elc., the
Dal dl Is ore ins ted for moisture u rece t of the order. 11 moisture is resent, d the nels at
P� Pa Pon ip P dry Po
once &store in a dry, roam place.
check to be sure that the cove stmt and girls ore straight and lamb. One method of aligning the rfs la to
qP 4
cut t r wood blockin to the proper and instal between the lines d This backing can
� aY 9 P Per � �• 9
IN. ERCESSVE MATERIAL The Manufacturer reserves the right to recover arty material delivered in
corrosion that may result from exposure to atmospheric and environmental condi nor
De carpotb ily of the primer to any fell appli coating..'
pigment will fade and the pant wit gradually sullen reducing its bond to the sled. Therefore, upon receipt
of a jab, all bundles of paned pads should be stored d an angle to allow any trapped water to Bran away
CAUTION: Care should always be taken when waking on panels. Use safety lines and neN when
, to the A for
be moved from bay to bay which will reduce the number of pieces required. Normally, one line of Making
r wil be sufficient Band can also be used to hold Uo straight and plumb.
Pc bei' m9 9 9
excess or those required by the Older Documents.
IV. INITIAL CIA Y - in the event of error, the Customer must promptly make a written or verbal Inial
The AISC, Code d Standard Practice fwDer states Ud:
'...the shop coat d point is the prune coal of the protective system. It protects the steel
and permit air circulation for drying. Puddles of water should not be allowed to cold and remain on
clams ar rafters for the same reason.
necessary Panels ore siM. Oil a wax opplied roof wait ponels protection against weather
damage will make them a very die surface. Vie dry an dl thal has addled Iran bundles stored on
Pu ry p Y p
NOTE: femporary gid blocking is sat recommended on conceded fastener prods The removal of the blocks
after pond indamatim oil cause oR canning
Claim' to the Manufacturer for the correction of design, dating Bill of Materials of fabrihtkin error.
for a shad rad of exposure...
�Y Pe '9b
The coat d shop prima is intended 10 protect the steel homing fa arty a shat period of exposure to
a dope. Dew, bola or other forms of accordsmoidure gly. Nelly incase the ep an ms of the panels. eat po
assume pond surface is slippery A ad accordingly. Never walk a rep m skydighls a translucent poneY!
FRAME
'InRal
Palmer touch-up due to transit abrasions and/or scratching du ing loading and unloading is to be expected.
ordioary atmospheric conditions. The coot of shop primer does not provide the uniformity of appearance,
Think sof rry„
The Claim' includes:
1. Description d the nature and extend d the errors, including quantities.
Primer touch-up is ml the respmsibilRy d NO. Additional q lathes for the hmdli g and doroge of steel
components can be found in both the f�8M4 Commentary and the NSC Code of Standard Practice.
a the durability and corrosion residonce of a field applied finish mat d paint over a shop primer.
D e Monufatura is ml respmsbM for deterb anion of D e sMp cad of p i o err corrasnR tlal may
Use wood Mocking to elevate & dope (he panels in o manner that will allow moisture to drain. Wood
!AVT STRUT
2 Description a( the nature and extent of proposed corrective work imclding estimated man-hours.
N. SHIPMENT ANNUAL RYE E very effort will be made to see that the carrier arrives d the jobuge on
read( (ran exposure (o otmospheric and environmental conditions, nor the compatibility of the primer to
blocking placed between bundles will provide additional air circulation. Cover De slaked bundles with o
torp or plastic cover leaving enough opening at the bottom for dr to cimlate.
GRT
3. Material to be purchased from other than the Manufacturer, including estimated quantities and cost
the requested day and d the regxs4ed how. Womo acturer makes no warranty and accepts no
arty tied applied coating. Mimr obrosbns to the shop coat caused by handling, lording, shipping,
When handling or uncrating the parols, lift rather Aon slide than apart Burred edges may scratch the
4. Moximan total cost of proposed corrective work o d material to be purchased from other than the
responsitilily for costs associated with a shipment not arriving at a requested time unless a separate
unloading and erector after painting are unavoidable.
Manufacturer.
agreement has been mode in wrifirg for a guaranteed arrant time.
WOOD BLOCK
ESO 1
ES02
ES03
ESO4
ES05
PROCEDIMIENTOS DE SERVICIO AL CLIENTE
ANOPoIACNN PARA CORRECCION OE TRABAJOS $ of error es colpo del falanconte, una
DESCARGA, MANEJO Y ALMACENAMIENTO DE MATERIAL
Sitio con minima aqua, pelvo , bio y dins contaminontes que ofeclen W primero caps. Repaaciones de
d¢ oho. Nudes per ito que pisen sabre los pandes mienhas estan satire berm. On undo a irotoop'ado
adaizo6Dn para corecion de trabajo, debera ser emildo en tactics pa of fobriconte , para outodzhr la
ESTIR - Una yon contidod de tempo y problenms pueden aharome si las picas son
comas a la primera superfide y/o la dimmocion de rmterales ojenes a edos ,dewo at iaorredo
manejo de ins panels es imp nlonoble y on boon *mpb de mala supervision de bohajo.
En orden d dale un mejor sea y reduce los problems d midrro, pa favor drgh cuolquia bNa a
carman siempre y cuando no exceda el costo total maano estabieado.
B fabriante en ki mdorizaion de correaon de habojo, puede cornexgir el trabajo de auerdo y snhmede
descar ai
descagadas en el kgs de b cashuccbn de overdo a m pion pre arreglado. Lugo y rranejo
No andrelimincci a ie- mil.
on plan
almacenamiendo en abro o alas condcions dal Lugar no sun respansdwifidad dd fabricate.
Todo aero prunauo debera ser rdocoda tomo se requern antes de b cons!mccion
INSTALACION DE PIJAS
excel de material de b sgdente mo ora:
ou b slablec rr on b ganja alhajo, EI Oepalamenlo de Sery cer of clenle s e1 unico que puede
odor za Ian Ga on de on i ahajo.
de as campaent martins moa in
opropikNOW M s fn edo ratada a as dmnim h r pskudu o m b e rNaior de les xisms, a I' -T dd fro.
Pm PnWda Nt
Cubiedas de Techos Paredes
Y
La ea eda cobcabn de pjas s as de ins pesos mos importanles en la inddaian de on lobo. Cine la
que este aprelada y amdda o washy este ficontains as No e o en
a aidodosamade sus uetes mentras son dna dos. Mace cud uier ob do quo rezm
N g c e
m encodrarse s as s, Nome y atfique al Deparanenlo de avitb ot diente d humero es
V. WEA FINAL - in que a frsil esaita dobe ser emiada par of diente at far6conle con ID Bias de
Inspacnnh ludas ins a barques antes desk y de alar los elemmlos you que
Poodles de portal y techos del fabrcande induyeodo capa de color gahnlume y gdvanizado
exc sh In e en co. mente
moneran de visual que los elemental ellen coratamente cdocados use
odor u
exceso las pile Pura chedre
1-801-717-9378 ion prate cam le sea posble. Uamaeda podrih ahorrow tiempo a1 eaontar an
odici can antes de coon da la caredon del trabo'o. to Deja fiml ind a
pi 1 9 f ny
I. Numero real de hombre -honors pa fecha de habap direda usadas en coregir d trabajo y pogo real de
iei eeomede
puderon hoberse rmvi b durante el rKa ldo. NFC�9vl VAN ES PRYERd!
A A
Las se ones o colzas de mocha que se colocon baja las columnus rafters evitan up dano en las
� q I Y
proporasa un seluicio excelente ba' una extensa variedod de andiaones. dodo personal de desca
p y
y aeccion de matabl debera edenda complelomede quo estos paxks son padrztos rk cdickd,
wiz selbdor de neoprene drededa de b aendela.
ed
Sem re ase las herrarrientas adios Para Wolin s. Un dedomilhdor eleclrico con on RPM de
p �oP Pa pP
espon edle de to fila de material.
porcentaje de haras
planchas de coneccbn at descargar los materioles. Esto lambien fochbi to bcalizaion de stags o cables
to; circles omer/tan craJado a7 nocy e.
1700-2000 ddsaa di¢arse para self -dulling screws. On 500-600 tanilbdda se usara en d cash de las
I. FALTA Of MAIEMAL - noo dblamente despus de la enhega dal material, d clede debt verficar
2. Impesls y osegumnza rad y total del trabajo
okededor de los miembros Pana despues levantor y perm8r a as miembros ser alomibdos pmts dentro
Batu n!nlum clrandoncio deben mosjdrse de manera am o sxidalodo. Los paquetes de
pjas self-tapig. Descarge y remhevo los empaques USAS or of Otanilada, sins Lowden cousar que
rue sus contdades star as mamas que opmecen laturadas en b aden de canpa Ni el fatricarate , d
3. Chas coslos dieatos, de trabajo real drecto
de sub-rrontojes, mientros catch en tiara. Extra- cuidado debera Ser sii we Wlicodo en la operaim de
lamina debet ser levonlados del carrion con exhemo cuidado asegurandose que ningun Bono surra , ni
b peia Unda a Reverse o mantenerse imonsiante durante No nstalocion.
el Ine spodisa son reaspo salves dal mole al faronte que aparece fataado en of redho, s in fa8a es
4. Costo del material (no suplemenlos menses) adareaion dal lobricade para corrpror o otro que no
descorga para prevenh Banos par of manejo del acero al como para prevenir damr ins male Tales y of
a his puntas ni a las nerndUNS de las msmos.Los paquetes deberon olmocenarse to s licienlemente
mtifcada a el documeoto cuando of material es entregado y es odmitido par d hanspodista. 0 of
sea d misma Indaryendo capias the faturs.
concrea. DRDAq
alejados de In supericie de terra Para permRir la arculoaon de dire banjo los paquetes, esto orator to
transpadista es of fahricante, as quejs par fa8a d¢ material ssm heft pa of dente a el trarspod'sla.
5. Costo real directo told de lmhajo caregide (iadsos 1,2,3,4,5). to quep final debera ser fimada y
4
humedad de la t erg a impale que d genie camim sorb ala paquetes. Una de los extr¢mos did pagcete
' CIO Will OMADO IthY HEAD
DE ASL EL Y NO ESTA
FSA YN AUA
S las tonfidades de mdehales recblds son corrects de overdo a las contidadm Iodaaldes en b
cerfi icoda wiladera mrrectorrente r el ckente. Due' hon
Y Ps ps trades son arediiads d diente pard
jJ
de laminas debera star serrpne elevade para drena el aqua en caro de Nmuo
OM MMIADDR
NOTE EL 10l GADO S�flESAE ft4RA 0E Fl[RA 0 U C(NIPMMIW PAA fOPJNR
OREWR DEO
recba , porn of material o derado es mends del regardo para compieta b condrusbn de =do a In
laN conte en as contidod put no exceda of minimo de costo lid nartimo estakido y iascnto en la
ELEVAR
Todd paguele o monlon de paroles metal estan sujetas en dgun grado o sufrir cierlas decdaaiones o
CHCDLD w SEM WSA DE U PLM a SELLO
order de canpra, les quejas sewn bechas al fabricade.
odaizaim 0 arrecion de trohojo o costo total real &ato de IraDajo corregdo.
mmchas cuando of aqua ester ahapoda entre sus superficies mas cerconas NCI Koft extrema
NOS Semodo de pn remuwa las limaduros de maid que q edon a oo la supe Dc a kl ins p anis. al Ikwl de cordo
jo. Las limadas puedor deshui d Kahado flnul y anular malqu er
II. MAiEMAL MUA1D0 O OEFECT0�0 -Material derado o ddatusa, de overdo d grado
6. Carlo del equipo (olquler o depresiocion) ferrmientas pequenas, supervision, peguenos sobregias y
{raaaion durante la fabricocion y of peuodo de emborgue aseguiandese que Ludo panel apkido ro
gaarha
SELLADOR
defe"Ad en que se Combe, debe ser nodfic o en d recto par el diente y adm�o par who
oios no sujetos a gejos.
VI.WARCO ESTRUCDIRAI (SHOP PRIMER) - fns primers que NCI provee no mention propomiomr um aporence
IUBIERTA
mantengo sero. Be cuolquier manera debido a las candicdnes cimolioas y a to coodencacion de hire
humedo , el ague puede quedurse atrophdh enhe las farinas apiladas y b misno saedem si dos se
to apropioda aplimcbn del sellador es de gmn irnpordando en to impermiobAclud de on edificb. EI
pa el trosporisto EI fabrrcade no se hoe respmable pr el material daoodo en In descargo de ins
ura(orme coma b Norio una m final de ntura ni lam etence una raladon excesiva s Image
P p P
exponen a b Iknia. La decolamcion cousado to humedad aha a es fretuenlemente Ixsmdda
seloda m debe edworse cuando se esda instalorelo. f e sDi menle sabre superficies fi as Y
paquetes o mienlras colas am empaialn aduyerdo, perp no kmitode sola o eso, losleners, dorms ,
secciones de'C' y T y abiertas que se mojan o donor pa el aqua mwnhas se encuenlran an pseson
si el rnulerid se expao probhgadamenle at mento amhiede. Si b erecckin del aero m es psible
nmeddomede, d¢be of erre a la ex shn de las condiciones daradericos o ambienlales que ran
p e9 Parc Y/ 9 Ped
mancha de humerhd guhrdada.
La mancho es usualmente su ediCml tone on veno efecto en la a rienao o duration del nal
P Y Peg P, W
secos. Wmlengo sdomenb la cantidhd de sdlader que se cobcam eve din. Lluronte cna colienle,
e se
dmaeab en on lugs frio y Seco. Daante cfma fro (deajo de 60' d sellabr debe mortenerse cabaste
de otrs. Wderid empaado quo se amjt rnimhs se hasade, debera ser desempaado, s¢parado y
perjudcar of fuaiommento de b pintaa. Ess mrdlabhs iahran, peon no se limifaan solo a las
ORCUlACION Un ARE
sempre y cuando m se pamRa ge la maaha pemonezm en d panel. Be cualquia mama of conlado
(6T -q0) hallo so ap!icacbn. Dcspues de que d sellodor halo silo aplicadc, manterga b mberto a
secado par el ciente.
cmdiciones antes mendonodas b expositon probngado a la bz ullrovioleto puede prolan dedenimiento
Si of aqua puede permanecer por periodos cosiderables en nervadurs o henddums de ins partes
de b humedd con ki supeifice de Ion poneles durade on periodo largo puede donor severomente of
popel protector hada que d panel elle leto para nsiabrse.
5 el fobtionle es el Im spwfisa, el cliede debera hake b ganja par defectssdd drectamente of
D mandas y la ocumulaion de aqua, moahs, edda de ki pintas y oxidation en cierfas superficies.
Oncipoes care gids, perm% etc. el pgmento falaa y to pintaa se sumizorh gadudmente reducierdo
aabado y redair to duraion de vida. Por b tmb es neceario que todos los poreles soon
ALINIAMIENTO DE LOS AMARRES
faUaonle. Si d tmnspalsto es of agent¢ hanspar sto a el eaagodo dd Uarsado dd moteard. d clade
Lo NOMI dedora:
to union con of aced, pa Io onto recbido of material lochs las hesdiduras de etas piezos drberan ser
inspecaaados par hum at redbir of enahmque. Si se preseda humedad praeda a seta ins pantiles
to nstalacion de los Paredes de d edfcio as generalmente hecha antes que of techo. Antes de empezar
debem for b of TneRdwado. EI Iallriconle no es r rsable de ni ti de ue m
9cep um ar N p
'...el fabrlcante no as res sable del deterbro de to de rima o la corrosion que ressulle de la
P 4
denaznaabs en on argon que permits que cuaguier aqua pad do daarse y permifir la crcullacion de
inmediatamente y almasebs en on * sero y calido.
can naa los paredes que d y s. Un
el amts
erde
she fimila a los dews cosauents rsuUado del use d¢ material bunado o ddectuam pa el tliehb ,si
exposcion a b dmoslera y a ins condcbnes ombientales, oi tampaco a b torula de caryatiididad del
die Para secarse. No debera itirse que el a uo se cobcte ester ue an hs cdumas rafters par
Pa P� N 9 Y n9 Y P
PNECUION: Sbm a debe tenerse cddedo cuondo se ¢amine scare les n
P parties, use reales y linens
d ono r s; cantor ma a
mdado para afinea los amrts s mrfa calzas de madera did mismo leap de ins smarts esters
o kr las ounces
ester dans son detedodos pa aspeccen asud.
Onner con cualquier Bra caps de pintas apleada en obra..'
u mslm razon .
de seguridad cuando sea necesok! Los poneles son resbololizos. ,kite a cera iniicodos a ins pneles
estaran tempordmente inslaladas enhe ins elos . Eats Marques de modem padran ser ranavidos de ma
111. MATERML EN E%CESO - B fahrican(e se rsera d derecho de recayr a recdwor ainquer material
Lo ASC. Cafgo de las prafices standar ice:
to cepa de shop prams menta proteger at marco de acero pa on delermmodo WTo de exposition a
del hcho o pareses para potegados contra dares musedns pa d clime les haron superficies may
behla y vudtos a user en otra to cud redlxira of numero de piezas reguerldas. Normdmente, unci linea de
sue toe entregodo en exaso de auerdo at requendo en la order de canton.
'...b mpa de pintura primer es ki primera capa del slatema de protecclion. Esta protege el acero
m ciones almodencas ordlnars. to cepa de stop pruner m propcaaaxa unrtormidad de opsniencn,
resbdadizas. Seque tualquier oceile qac se pdo haberse acoanulodo par almacemrse en declines. Rain,
Naques de mocha pa bona serian suficienle. [dors atodu s pool ser ado usadas a
pa manlerer o
IV. OUIJA INC AI - Al percales¢ del error, d diente rapidamede debem fats, you sea pa esailo o
par un tato periado s la sxpaisian._'
durobibdad y rsRencio a to corrosion mono um coph fiml de pintaa baba en el compo sabre of shop
Neto o cuhlquier atm forma de humedad Inaemeda que les supedides de ins phnaks sal radon mos
soslener his amours rectos y dirdados.
verbal um initial al (abicante ran ki carecion del diseno, dibu' , faturaion did m laid o error
Wtp p
Dobe esperorse qac retaWes de pintwas sem necesarios debdo a to abrasion y/o rallodaas que se produzmn
primer.
no se res sasNza did deteroro de la c dee ms e, � W era
resbahadfizas. Asura siempre que Is superficie did panel s rshdazo y adua do acuordo a ado. Nuncio
se o canine sabres N hh o arrbs
P skylights P r,,,iri
dss, Pia se ser ro...q
NOTA Colzas o bbques de modem temporales etre his amares no an foarow antes en panebs an pips
Kailas. B movwdente de albs bl us do b iesldacbn dal nel run
09 pa pod' daturas
d forbad aaar. lfl quep imkad nduye:
durante el raeso de car descar a Estos re ues no son re nsablidad de NCI. Cups adiaanales
P Sri Y 9 �°
did rranejo y dmacenamle to de los components k aero pueden ser emonlrades en Corantans del
rider de I
resider de b exposnim a las codcams oMsferics y al meta amb¢nle, ni b compab1ddad del
s i in
nclam
Use bbqus de modern perm Blear a ulna as paneles de mantra que pamita alma b humedad.
en Is snares
w�FO PROF
NCO G E
I. La deudp inn de b wturoleza y g ado de error, ialuemb cadldads.
YBM4 si corn en el ASC Codigo de procticas standar.
pruner a cuegu a capu de pintwd apiicada en b abm. Menores aGsioms de b ultirca m� causadas
Calzas de massa nitre las pilus de parades permti a cireulabn de sire dcio al. Cuhra las Ads can
r ENGTN /O
2. Descrpaon de b mtumezo y el grodD de ocrocion del trabajo proloodo, iaigendo esimacion ha r ine-Fora.
VN. NORA OE LLEGADA DEL EMBARDUE - Se hard on sfueao par loyar rip d tnansportista llegue at
par momj , carie, embergue, dscarga y erection del material despots de or pinlura son inevilablE
una cubeda pladim depaio srficentemenle abiedo of fordo para penmifir M ciculaam de afire.
ALO
3. Material que sero compredo a dro que no sea el fduriconte, iahyenclD contidads estimhdas y cols.
Juga de Irobejo d iia y a W has solndo la. B fabrithme no goranliza y no septa ninguna
Reloques de este abrasiones menses san responsobiidad del ciente fid. EI aero Ornatio el cud s
dmaemdD la
Canada se marejon a separon Is panties, no ks deslize de manna que se sepaen mejor Itva ilebs, el
APPROVED
4. Costo laid maxim rh sto de to carrecion del hulao material que sera c redo a oho que m
P W l Y N �p 9
rs nsahkdad r d costo osoaado con el arta ue e m I ue a In kora soldoca exce a, que on
pa Po q que eg pi q
en obro durante ki eration del edficb, debera mantenerse libre de tiara ad crow an on
sobrante en ins orillas podrin rolbr as superiors cuando ins amins se dslzaa seporandose as
1
a i p
sea l hinricante.
arreglo se hillo Wo par separodo, garonfizando to horo de Ilegada.
BUILDING IN CT 'Q!
ESO
ES02
ES03
ESO4
ES05
ho
NOTE: REVISIONS
I. These Installation Procedures ore intended to depict general instdlatm as descrbed shore. Casull your nstdlatbn monad a additional NS-4,eets ran furlme clerw'icaDms. Na. DATE DESCJNPTIDN BY CKID
w
A FOR CONSTRUCTNIN PERMIT
NOTA:
1�{�
n d a I I MI � I O n P r o e e d u r o s
1. Blois Proceignmentos de Instaladon describir de mantra general la nstalocion de el obpto come se madora min Conmite so manual de kaloladon o sus Numas Dibups Standurt para una presentocion mos cfara.
U orner. Ifl-STEEL CONSTRUCTION CO. INC
End user. MARCUS FRAdDSEN
EKaBrn: RE%BUK ID
Det By
Ctde By
Date
Sob
BuidiN a
Job Number
Sheet Nurber
Issue
N.T.S.
3305-229405
ES -1
A
w w
5/8 x 6 x 1-7 1/16 Plate With (8) 3/4 D'm. x 2 1/4 A325 1 1/2 x 6 x 1-11 3/16 Plate With (8) 5/8 On. x 2 A325
t'-11 13/I6°t I IS' -0 3/16.3 to
3'-0 40'-0' Out/Ot of Steel
Uff
Y Main Frame Cross Section at Frame Lines: 2 — 5
(N.T.S)
❑
For Approval
These drawing; being For Approval, are by defngion not find, and are for conceptual
representation only. Thar purpose is to confirm proper Interpretation of the project
docurnenls Only dra Ings issued %r Erecta instillation* can be considered as
complete.
Fa Construction Permit
❑ Fa Erecta Installation
REVISIONS
DATE DESCRIPTION
-18-06 FOR CONSTRUCTION PERNIT
[META LL I V1
Project: FRAME CROSS SECTION
;ustamer. Tri—Sled CanslrucOm Ce, Inc
Location: REXBURG, Ii
CAD I Date I Scale
N.T.S.
EIEIIBER DATA
Cal data is listed tram Bose to Ems — Rafter data is listed Gam Eaue to Ridai
Hark Outside Flange Web inside Fla
Cd (RC -1) 1/4 x 6 10 CA x tO to 15 5/16 x 6
Rat (RIR-3) 1/4 x 6 8 CA x 15 1/4 x 6
APPROVED Z-14 �fd
DATE
iSU1LDINd INSPECT
metallic buildingcompeny X"A
7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338
ZIP 77041 (713) 466-7788 ZIP 77240 i/136
Owner. NARCUS FRANDSEN
Ftmse Buidng ID Job NUmber Sheet Nunber Issue
A 3305-229405 E5 OF 7 A
SIDEWALL FRAMING BOLTS
Dry DESORPTION SIZE
A GIRT LAP BOLTS }' DIA x 1' MB.
B GRE TO FRAME DIA x 1 MB.
a
Iffi.
V-2 3/4" 1'-2 3/4" 1'-2 3/4" V-2 3/4" 1'-2 3/4" 1'-2 3/4' 1'-2 3/4" 1'-2 3/4"
083EL4 083EL4 083EL4 083EL4 083EL4
082Z6 TYP 082Z6 (TYP)
083C6 FINISH FLOOR (TYP) 083C6
_ PORTAL FRAME
II II
I I 08226 TYP I I
How to read part marks for.
PuHns, Girls, Ease Stents, Jambs, Headers
TTLThickness 0
Shape ID
Depth 0
All letters and/or number which may appear
alta 'Thickness 0 are fa intend use only
DEPTH ID
II II
I
0 Depth
ID Description
08 Y-8'
21 2 1/8 x 2 3/8 Zee
10 O'-10•
3Z 3 1/8 x 3 3/8 Zee
12 l'—O'
2C 2 1/2 Cee
14 1'-2'
3C 3 1/2 On
06 3/87
3J 3 1/2 Cee dumb
511115 x 5 Ease Strut — High Side 3 13 CA
3 I/2 Cee Heade/Sit
2 12 CA
a
Iffi.
V-2 3/4" 1'-2 3/4" 1'-2 3/4" V-2 3/4" 1'-2 3/4" 1'-2 3/4' 1'-2 3/4" 1'-2 3/4"
083EL4 083EL4 083EL4 083EL4 083EL4
L20'-0' 20'-0" 20' -STEM WALL I 20'4 _L —20'-4" - J
100'-0" OUT TO OUT OF STEEL
BACK SIDEWALL FRAMING AT LINE C
0
Q
082Z6 TYP 082Z6 (TYP)
083C6 FINISH FLOOR (TYP) 083C6
_ PORTAL FRAME
II II
I I 08226 TYP I I
08226 (TYP)
08226 TYP
083C6
II II
I
0 TVs ID I Dia
1083C6 I I
083C6
3EL 3 x 5 lore Strut — Lor Side 6 16 CA
CB Cable 04 1/4'
3E11 3 x 5 Eare Strut — High Side 5 15 GA
L20'-0' 20'-0" 20' -STEM WALL I 20'4 _L —20'-4" - J
100'-0" OUT TO OUT OF STEEL
BACK SIDEWALL FRAMING AT LINE C
0
Q
STEM WALL 2,-0' —
FIELD CUT
BACK SIDEWALL SHEETING AT LINE C
SHAPE ID THX ID
I How to read part marks for.
Cole oM Rod Bracing
Diameter IDco
Bracing ID
All letters and/a numbs which may appear
aHer 'Diameter ID' ere fa utemal use poly
8racing ID I On ID
I DRAWING STATUS
ISSIJE I DATE DESCRIPTION
ID Desaption ID IN
0 TVs ID I Dia
❑ For Aoorovd.
these 6pwrings, being Fa Approval, we by definition not fid, and we for conceptual
representation mly Their purpose is to confirm proper interpretation of the project
documents. Only drarngs issued 'Fa Erecta Installation' can be considered as
pletn
Fa Construction PemDL
❑fir Erecta Insldlofipn:
A 4-18-06 FOR CONSTRUCTION PERMIT
3EL 3 x 5 lore Strut — Lor Side 6 16 CA
CB Cable 04 1/4'
3E11 3 x 5 Eare Strut — High Side 5 15 GA
BR Rod 05 5/16'
50. 5 x 5 Ease Strut — Lor Side 4 14 CA
06 3/87
511115 x 5 Ease Strut — High Side 3 13 CA
08 1/2'
2 12 CA
10 5/8'
12 3/4'
I6 1'
I
P
I
�
I
I
z
a
I
M
a
I
�
I
N
STEM WALL 2,-0' —
FIELD CUT
BACK SIDEWALL SHEETING AT LINE C
SHAPE ID THX ID
I How to read part marks for.
Cole oM Rod Bracing
Diameter IDco
Bracing ID
All letters and/a numbs which may appear
aHer 'Diameter ID' ere fa utemal use poly
8racing ID I On ID
I DRAWING STATUS
ISSIJE I DATE DESCRIPTION
ID Desaption ID IN
0 TVs ID I Dia
❑ For Aoorovd.
these 6pwrings, being Fa Approval, we by definition not fid, and we for conceptual
representation mly Their purpose is to confirm proper interpretation of the project
documents. Only drarngs issued 'Fa Erecta Installation' can be considered as
pletn
Fa Construction PemDL
❑fir Erecta Insldlofipn:
A 4-18-06 FOR CONSTRUCTION PERMIT
3EL 3 x 5 lore Strut — Lor Side 6 16 CA
CB Cable 04 1/4'
3E11 3 x 5 Eare Strut — High Side 5 15 GA
BR Rod 05 5/16'
50. 5 x 5 Ease Strut — Lor Side 4 14 CA
06 3/87
511115 x 5 Ease Strut — High Side 3 13 CA
08 1/2'
2 12 CA
10 5/8'
12 3/4'
I6 1'
APPROVED
DATE
�_
BUILDING INSPECTOR
The engine
metallic building company her.s,n;
ears
EMM record fa the eur
7301 fA1RNEW •HOUSTON, TEXAS • P.O. BOX 40338 t'
ZIP 77041 (713) 466-7788 ZIP 77240
leen
phen: SIDEWALL ELEVATIONS r�
Customer: TRI- STEEL CONSTRUCTION CO. INC Owner: MARCUS FRANDSEN
Localin: REXBURG, ID j 0
CAD Dote Scale Phase Buidog ID Job NUmber Sheet Nimbi Isaie
N.T.S. - A 3305-229405 E3 OF 7 A
MIS
EOE
FIELD CUT PANELS AS REQUIRED.
a
01
Q12' 12" 4 Q
A Q
12"
1 082Z3 (TYP)
082Z3 (TYP)
::!l
MARK OTY
(IY)
ID Description
08 0'4
2Z 2 1/8 x 2 3/8 Zee
t0 O'-10°
U
12 V-0°
2C 2 1/2 Cee
14 1'-Y
3C 3 I/2 Cee
DW x 11 ° A325 BLTS
3J 3 1/2 Cee kft
RAFT. TO RAFT.
3H 3 I/2 Cee Header/�
10 5/8°
coof
N
❑ Fa Erecta Installation,
IF 1•
0
o
O
a
N
083C6
08306
11 3/4' \—STEM WALL
20'-0°
3'-0" 40'-0" OUT TO OUT OF STEEL
CANOPY
ENDWALL FRAMING AT
20'—O'
LINE 1
V-1 1/4'
3'-0"
CANOPY
C
12' 12" Q
HEW CUT ENDWALL SHEETING AT LINE 1
SYMBOL QTY. LOCATION DESCRIPTION
01 2 COL. / RAF. 5/8" DIA. X 1 1/4' A325 BOLTS WITHOUT WASHERS
02 8 RAF. / RAF. 5/8° DIA. X 1 3/4" A325 BOLTS WITHOUT WASHERS
How to read part marks for.
Pudins, Gkts, Eave Struts. Jambs, Handers
TTLThickness D
Shope ID
Depth D
MI letters and*amber which may
alter °1Mclmess 1D• me for internalusese only
DEPTH ID
MARK OTY
ID Depth
ID Description
08 0'4
2Z 2 1/8 x 2 3/8 Zee
t0 O'-10°
3Z 3 1/8 x 3 3/8 Zee
12 V-0°
2C 2 1/2 Cee
14 1'-Y
3C 3 I/2 Cee
DW x 11 ° A325 BLTS
3J 3 1/2 Cee kft
RAFT. TO RAFT.
3H 3 I/2 Cee Header/�
10 5/8°
NAPE ID
ENDWALL FRAMING BOLTS
MARK OTY
DESCRIPTION
Sal
A
GIRT LAP BOLTS
k° CIA x I° MB.
B
GIRT TO FRAME
i ° OIA x I MB.
C
COL TO RAFT.
DW x 11 ° A325 BLTS
D
RAFT. TO RAFT.
M x 1y ° A325 QTS
10 5/8°
N
NAPE ID
THNqGA
How to read part marks for.
Cohle and Rod Bradng
vDhmetm TO
Bracing ID
ID Desaip8an 10
3EL 3 x 5 EavC Stmt -Lou 5de 6 16
3E1 3 x 5 Eave Stmt - High 5de 5 15 G0.
5EL 5 x 5 Eaw Stmt - to Side 4 14 GA
5E4 5 x 5 Em Stmt - High Side 3 13 CA
2 12 GA
x !umber which may appear
10 are for ntemal use adv
'---L_I—
FlELD CUT
W
c
a
C
3'-0"
CANOPY
WSx15
W8A15
2
1 082Z3 (TYP)
082Z3 (TYP)
These drawings, boil Fa Approval, ere by definition not Hud, and are for conceptual
representation only, Their purpose is to confirm proper rderpretation of the project
r
docurnmis. Only drowings issued Ta Erecta Installation' on be considered as
06 3/8°
complete.
�
a)
O
Fa Construction PenrtP
10 5/8°
N
❑ Fa Erecta Installation,
IF 1•
083C6
08306
20'-0" \--STEM WALL
20'-0`
40'-0" OUT TO OUT OF STEEL
ENDWALL FRAMING AT LINE 3
4 12' 12"
3--0-
CANOPY
1-0' \—STEM WALL 1_O'
FlELD CUT ENDWALL SHEETING AT LINE 3 FIELD CUT
I PANEL DIAPHRAGM ACTION IS UTILIZED TO RESET SEISMIC OR WIND FORCES APPLIED PARALLEL TO THIS
CORATICN. WALL SHEETING No BE CONTINUOUS FROM EAVE STRUT TO BASE SUPPORT IN ORDER TO BE
Cl)NSIOERED EFFECTIVE. TFC EFFECTIVE LENGTH OF WALL PANEL AT EAPH WALL MUST BE BETERWNED BY
RATIONAL ANALYSIS CONSIDERING INCLUDED OPENINGS AND HEIGHT TO MOTH RATIOS OF PANEL SEGMENTS.
WNIMUM EFFECTIVE WIDTH REQUIRED ON T415 WALL FOR APPLIED FORCE, IS AS FOLLOWS:
EACH SDEWNL = 20'-0• WM LINEAR FEET
ID Dia D
DRAWING STATUS
e ID Dlo11Fa
owh
04 /4•
These drawings, boil Fa Approval, ere by definition not Hud, and are for conceptual
representation only, Their purpose is to confirm proper rderpretation of the project
05 5/16°
docurnmis. Only drowings issued Ta Erecta Installation' on be considered as
06 3/8°
complete.
08 ,/Y
FX1
Fa Construction PenrtP
10 5/8°
12 3/4°
❑ Fa Erecta Installation,
IF 1•
FATE
DESCRIPTION
FOR CONSTRUCTION
APPROVED ///�6
ATE
UUILDING tNSPEC
metallic building company
recordljl�
7301 FAKMEW • HOUSTON, IIXAS • P.0 BOX 40338
ZIP 77041 (713) 466-7788 ZIP 77240 _ 5
esaption: ENDWALL ELEVATIONS
Customer. TRI— STEEL CONSTRUCTION CO. INC Ovmr. MARCUS FRANDSEN x
Location:REXBURG, ID yUTZ 11
!T
AD Date Scale Phase Building ID A NUmber Sheet Number [me �.:,,;� .
N.1 — I A 3305-229405 E4 OF 7 A
of
I
Roof Panel Do not allow insulation Hol Roll 21/2" 2'-4"
vinyl to interfere with
panel lop and mastic. earns 2 salts unless Notes Pudin-GN
-moo an Flection Drawings al Exam e:
Ig ransml mg.- P —�_
2" Panel"'
12" 12" 12° Fastener #44L P��ot 0 Diameter Length Head Type Material Finish
of 10 D.C. ti
Note 2 1" Tape Seal Light oar+, Fastener 43L Girt BtQ
12' 12" 12' Roof Panel �TransmHiing h' (9 Req'd. ` - -`
Panel ^t1011" TopeSed Light Transmitting v j12-14 z 1-1/4" Type 3 HWH, Self-Drilling,Carbon Steel, .0005 Minimum Zinc PLate
Roof Panel Panel 9 16"mA
Insulation Fold v or barrier P /e Siri 4° of insulationover poet rb, from vapor barrier and``° + SySec to' 3' Threads Point LLLLFastener Type
Sheeting Optional LTP "PBR"
Insulation fold back over panel. _ Gc° �\a° 12" 4' Per Inch
Direction FlashingBFL75 Section D -D Fastener #431. Built Up 2 1/2" 3 o N wiu
are
x
Section A -A (9 Req'd.) PlateLigh— With Out Liner Length
Roof Panel
�
1 Column Rafter ►' TransTranmdling Fastener jj43L Fastener #44L—
Panel
44L Panel (9 Req d. at 10° O.C.
Light Transmitting o l 2 Bells Cfikss Noted Point
Ed Bottom layer Purlin Panel ° < an Erection kaWings Pullin -Girt
atB f insulated. Fastener �43L B 0e°8A4 Clip Diameter Ong Pilot)
Section B -B a a
B W
Fastener 44L Fastener 43L Ai
at 10" O.C. (9 Req'd. A A0v eP°o
Light ppTTransmitting Panel Ato
Panel F°c o° 0
trots 1 Tape Seal RoofoPanelal Roof Panel �:. Lop oo O LL N oo --- ---- --------- ---
1'12"1' Liner CIO
Section C -C Fastener #44L Screw Layout For UL -90 tee Clip f�Ydgend) fiefs d d Head
Threads
3'-0 at 10" O.CC. Li ht Transmitting 1/24 x 1" e' SC -22 oar e x Ty�pe_ Per q
ch
Note 1 Panel Assembly A307 Bolt w/o y secNoa
d MemberFastener fes— r1 Required Material Washer 10" SC -77 0 Coss
12-14 x 1 1/4" at 12' O.C. See
lel Fastener y4 27 -Mamba Fast#443L field Bend 12' SC -78 1d
Base Note 2 (1 Reg d.) Panel to Purlin Screw Layout 26 -Stitch Fast.- 44L
Stitch Fastener # = 2 1/2" (Typ) Law End and Mid -Lap Only 30tF-1" Tape Seal Hot Roll or Built Up Cold Form Connection With Liner
1/4-14 x 7/8' at 20. O.C. = 31/2' Light Transmitting Panel Assembly Connection
Fastener Location PBR Panel At Wall U.L. (Class 90) Construction No. 542 Flange Bracing Web Bolted By—Pass Web Bolted Flange Brace Detail Self Drilling Fastener Terminology
NS0001 INS0003 INS0006G NS0006U NS0007
12 1 12° 12"
10" .2" 1 10" .2° 10 -
IS 4ing
0'
Sheeting Direction
Detail "A"
All Roof Members Except As Noted Below
12' 12' 12"
2° 8" 2'12', 8" 2" 2", 8' 2" 2°
'I III Ill
Sheeting Direction Detail "A"
At Eave Strut. Panel End Lap, and Peck Purlin
Member Screws 4'+
STITCH FASTENER,
1/4'-14 x 7/8" Lap Tek
W/1 1/8" Washer
At 10" O.C.
Tape Sealant Skylight
12-14 x 1 14
Roof Panel
Type 3
Type 4
Type 5
(6 per panel
Medium Duty
MEMM
Heavy Duty
Heavy Duty
Continous -4--
Tape Sed ---
Stitch Screw Tape Seal
- _ 1/4-14
xO.C. 7/8'
#8 (.100-.140)
#12 (.145-.312)112
(.250-.500)
_
At 20"
#10 (.110-.175)
Roof
Purlin
#12 (.090-.210)
Panel
y18 (.035-.098)
Detail 'A"
Note:
Section Thru Panel End Laps Screw Patterns Shown
Satisfy U.L. 90 Requirements
For Roof
Fastener Location For "PBR" Roof Panel PBR UL 90 Skylight Insulation Trim
NS0002 INS0004A INS0006S
}-22-,�
-�-
1 3/4 I 1 3/4
P in / Gil CIO
PL 3/16" x 6'
Zee A
8' 2"
lo' 3"
12' 4"
Lap Pattern "G"
8
33 3/4 33 3/4
r212
it O
x 6'
All Bolts are 1 2 x 1
A307 M. Bolts
Lap Pattern "S"
8
NOTE:
1. These drawings are Intended la depict general Installation of items) described above. Some item(s) may have been omitted for clarity of presentation. consult your erection manual or additional S -Sheets far further quiddines and/or daificalions
ATTENTION INSTALLER M the event that a discrepancy or arra arses with m itedds shipped for this pro*t a these construction draings, the installer must notify the manufacturer prior to correcting If manufacturer is not ratified, mmufatarer wi
Lop Detail
A= 30 Degrees Min. Self -drilling fasteners are designed to drill the material and tap the hole.
T Degrees Max. Material thickness is an important consideration when determining the proper
point diameter. The point diameter is described as the point TYPE
Point types Are as follows:
TYPE 1: Light gauge application
TYPE 2: Medium light gauge application
TYPE 3: Medium gauge application
TYPE 4: Medium heavy gauge application
TYPE 5: Heavy gauge application
The point diameter allows the threads to tap into the material without excessive
face which can break the shank, or very law force which can easily strip -out the
material during seating torque. Each point type has a specific FLUTElength which
allows the chip to escape from the hole during the drilling operation. Depending on
the application, some drill screws require a special PILOTsection. The pilot section
is the area that is unthreaded on the drill point. The pilot area is important 10 the
performance of the fastener. The reason for the pilot area is so that the drilling of
the hole is completed before the threads engage. If the threads engage before the
drilling is completed, the drill point will have a tendency to bum because the threads
will face the point into the material.
All belts shown
are 1/2' x I° A307 Material Thickness: Drilling Point Capabilities
without washers
C
E
Q
By Pass Girt
F4 F .500
Ono,
�M
VNE
8001
• „ •
1'-6" Min. I
Flush Girt {
Flange Brace Detail at Framed Opening
NS0006V
REM90N$
NO. DATE DESCRIPTION BY
A I FOR CONSTRUCTNIN PERNIT
Type 1
Type 2
Type 3
Type 4
Type 5
Light Duty
Medium Duty
Medium Duty
Heavy Duty
Heavy Duty
#10 (035-.090)
#6 (.035-.098)
#8 (.100-.140)
#12 (.145-.312)112
(.250-.500)
#12 (.035-.090)
#8 (.035-.100)
#10 (.110-.175)
1/4" (.035-.090
810 (.090-.110)
#12 (.090-.210)
y18 (.035-.098)
112 (.050-.140)1/4"
(.110-.250)
e JCI I'UI 111111
NJOOO7AAPPROVED " B
D
BUILDI INS OR
Sts � Fla rd
amp. TR -STIR CONSTRUCTION CO. INC
User MARCUS MMOSEN
dim: REIQARG, D
Det. By I Chk By I Date I scaleBuffing IO
N.T.S. A
Deta
Job Number Sheet Number Issue
3305-229405 NS -1 A
Downspout Pap Rvel
Strop(T)p.) (TYD)
cdamm Flmge
"A" "B°
DHA -30 A- cross Heads
Anthers ;_.
IT NotBy
Y
Budwrq
Fold Notch
Detail Detail
Sheeting
Cd - -- - DHA 66 - w/(me)�lAAt I Saev Grl
_ Eadi End At I2' 0. G
MFR.
Top Lip
D1reCflOn
o Doo Frame
_. ; __-
Fastener ! 6A
Dam out 12-H x 1 1/4'
(mm
iek 5 Sell Dril
�•
• !
GOOF
1 Ylok p a' _
"' Cwi Walk Doo CAne NDA
a �t�
Shown In Del r sed
"PER" Panel "PBA" Panel Masonry Wall C lum Ian a
:'w
i _
y.8 Is Nit Door
Opliymd Ctrl Dor Meader
Downspout 10 Wall Attachment
Bad; Leg
', t =
v
12" 12" 12''
At 3-6 Is Used
Auaclmenl Tuy
_ 45' Cansele, By Owners Section Thru Header
Special spacer Trim
Column Flmge ` ----'
;/,
rY/
Framing Elevation
36"
Not By
Mold -I
dl
er°I-,d
�fp P�
"PER"
MFR. Field Cut n
s Fastener / 6A Bend �" Guilts
I/' 20011 1
5-n•"10�
Panel /
� �
Panel
,/2" x D'-6 Anchor Balls
12-14 x 11/4'
Tek 5 Self Dril
Masonry Wall Column Flange
1�
SAT 205 0 C. ✓
Detail "B" Detail "B°
Sheeting
of �R JomD) Mem�be
With'7$ er W1fh Spacer Field Cul and Field PDP NMI (TyP)
Bond cutter Tabs Downspout
La Detail
�l�
Member crew
1-D O.G.
—
Direction
1 1 4 `; 1 1 4 l$Saaee�tlJrr
Into Downspout
Downspout D.C.Strop axi pacing
10'-0 Maximum Downspout to Eave Gutter Attachment
,o j
Color
Fa 3010 S-0 Doo Jamb
.
Steel
Fa 4070 4'-0
Shop Provided
Overflow Slot
Line
For sola s' -a Section At 3'-6 Gid
Fidd Berl Dom
Remove Bearing
12" 12" 12°
Anchor Bolt Plan
Canopy a
Leg Panel
36"
Offset Downspout /
Downspout strop
Corner Trim .L. Major Rb
walk�wQ1���
(BFL830)
Dao Jamb Field wild MemberSam
LOP Pap Rivet
Or
Screws MernberField Bend
Pop Rivet
(Typ)
(If Reed) -
Downspout Strap
rf Rf> Panel
1/2'
/
Alumum walk Door
Threshold Door`Ia"b Angle(Ill
..:.!... lamp -ins
y;. Tape Sed
Downspout Downspout
Overflow Slot
/
Detail "A° ` - Detail "8"
-
w/ Kickmt
w/ HOW
��//
Bearing
At Brace
Al Base v/Swung-Out Door �y_pFth_ Jambs)
Finish Flag �
Leg Detail "A" Detail "B"
Gutter Lap Detail
wn
Dospout Detail
(Metallic)
11PBRe' Panel Outside Corner Trim
FIR and R Panel Profiles
Personnel Doors (Walk Door Sections)
8° 10" 12" Gids
NS0009
NS0010
NS0015
NS0016C
NS0020
Back Gutter Shape
May Vary
(4) Stitch Screws
t l•
!a
%
Bung Side
Eave StrutNotice:--
A minimum of 1/4" space should be
allowed from the sheet end to any
To b y' I
lr �
Girt
surface.
1'-3 112'
Min.
View
Tab .- I
Girt
Remove insulatim g
Bearing Leg
Header
t
Insulation mustlnol Fdl�
,,,
Front
tpd5
i
E
E
be exposed to o a
weather. o
1�
Fini
Fir. 1
Stitch Screw
View `,ft
1/4-14 x 7/8° Self Drill
Width
Bevel
Ta of Downspout
Stitch Screw
)F�pdpR 1/4-14 x 7/8' SD
n1p at 12" O.C.•CORRECT
At 20" O.C.11Tlnununl
Sheeting Direction
Floor To Zee Girt
Steel Line
Member Screw
All Fasteners Are Downspout
X14, i/8' x 3/16"
Tape Seal
/ " 12-14 k 1 1/4"
1 1 4 at 12" O.C.
Pop Rivet I
(Cont.)
Wall Panel Max.
If-
Rake Angle Roof Pond
Eave Strut
Anchor
-II
RAI -240
Rake Trim
U64
Building Side
- MIn.
Not by Building Mfg.
all 14 Dia. Anchor min. )
Gutter —Downspout Attachment Detail
;-------�----------------------
Girt Header Girt
Panel Cloal sfure at 60' 0. C. min(
(min.)
not by Bldg Mf .
1. Refer to the building erection drawings for the location and spacing of the-
downspouts. If the spacing is not known, call customer service.
Screw
Member141
-
2. Locate all downspouts over a major rib if possible.
12-14 x 1 1/4' SD
Grt r Girt
- -- Finished Floor
3. Make a cardboard template of the downspout shape. Place the template on the
12
at O.C.
Exposed
d
bottom of the gutter and trace the outline. Remove the template and draw a lineBearing
Leg
=
from comer to corner, forming on "X" pattern.
Stitch Screw _.
-::-- -
E E
4. Drill a hole of the center of the Y. Using tin snips, cut along the lines of the
1/4-14 x 7/8" SO
at 12" O.C. ------------------_-------r
Stitch Screw
I I Fin. Fir.
X only. Do not cut orlon the outside lines of the downspout square,
y 9 g
1/4-14 x 7/8" Self Drill1'-0"
a
Width
5. Bend each triangular tab down toward the ground, 90 degrees to the bottom of
Outside Closure
At 20" O.C.
I -I
the gutter.
ml�mum
Formed
d Base Trim
6. Position the top of the downspout under the gutter. Mace sure all four gutter tabs
1 1/4 wall Pond
Sheeting Direction
Floor To Eave Strut
are on the inside of the downspout.
7. Install (1) fastener J14, 1/8° x 3/16' Pop Rivet through the downspout into the
YY RO N G
WRONG
gutter tabs. Only the two sides and the front of the downspout wit receive
Standard Rake Trim Section
Framed Opening FramingDetails
pROf
Formed Base Trim Secfis, E�- fi
fasteners.
Midwest -PBR Roof All American - Sheeted Wall
PBR Panel Side Lap
(Welded Clips P With Liner Above Header)
,
W/o Panel Recess .` t.�INEF,Do>�
-' 1
NS0009A
NS0011
NS0016A
NS0018
NS0062t"171
PRDVED 14 / DAT
NOTE:
REMSIONS BUILDING INSPECTOR por
sur
1. these drawings are intended to depict era instdWiim of items described above. Sane items may Mve tram omitted fa aloin of resenta0m. Cmsult r satin manual a additional S -Sheets fa father guidelines and/or dorifications
9s epi gem () () Y Y P you gut
N0. DATE DESCRIPTION BY CK'p E�5
►fa
Standard D Aa 1.
ATTENTION INSTALLER In the event that a �a a ma arises with materials fa this project a these crash iclion dr s, the instals must notify the monufaclurer
eDY shipped! p F'c awing fy prior to carafng If manufacturer is mol nolwed, mmu(mtac wi
A FOR CONSIRIUCPDN PERMIT
i
Customs: TRI -STEL CONSTRUCRRT CO. NC
End User. MARCUS FRANDSEN
Location: RIAG, ID
Det. By
Chk ByDale
Scale
Balding ID
Job Namber
Sheet Numbs
Issue
N.T.S.
A
3305-229405
NS -2
A