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HomeMy WebLinkAboutApplication- PermitJob Address Nature of work Use of Building Owner Contract GARFIELD COUNTY BUILDING, SANTIATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 94S-8212 o3 Building Permit No. 7607 ALJ G.01( R.et. Co 8/6s0 4J Amount of Permit$ 1.[F-.3 ft' fe,vii-vitd_Qx? 5/(4-2_5 t r.. 7y8.3S` Date / / C:x T v U v Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO 3g44-.5043 TELEPHONE: (970) 945-8212 INSPECTION LTh1E; (970) PARCEL/SCHEDULE NO. PERMIT NO. IO�RESS: 603 C ICS Lg I 'fie CD O JG ✓c). + 1 LOT NO. BLOCK NO. SUBDIVISION/EXEMPTION 2 ` C7Cbie.G�, 6.Kacj ADDRESS 6v (!o r2D z F'C25— i,.2 IMP* 3 `°"°`A (.� 9 Ho raNs-T � 7` Salnn ADDRESS Gam a �5 •"( 5—vz�s_�' jfJ rFt� 4 AR G7/ENGQIE}]l ADDRESS Fir: LIC NO. 5 1Q FY. Of RUILDCRO ^f 400 sq. F t. OR SAID A) Lo 7I C .44 HEIGHT j 1 ' NO. OF FLOORS 6 USE OFaL1LDI O - kiby 116 O Ns F friz, tY 7 DEACRAEWO111L 1 V ( Lto 0 J 1 — 8 ,C.1.03 OF Wilk. oADINr10N °ALTERA11ON °MOVE OR1xOV E 9 r1AAAGE- CIINOIE °DOUBLE CARPORT wow's cooJaeE 10 ^ DRIVEWAY FERNY °ON SIT'° 1r.1YACIE DISPOSAL 1147fiC1 S.' F PLAN ///{{{ �lllOSr VALUATION OP 'A'ORK 1 ADJUSTED VALI.AT1ON I,,,Z/e3 I q G-.�++'( f SPECIAL CONDfRC V 1 .mowv.rrr-,q NOTICE A SFPARA1}. ELECTRICA:. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STA -1T OF COLORADO THIS PERMIT BECOMES NI.. -LL .AND VOID IF WORT; OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WflHI 110 DAYS. OR IF COHSTRUCTICIN OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COVCMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXANENED THIS .APPLICATION AND KNOW THE SAME TO BE. TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING 11-1:15 TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE CRANINGr OF A ()em DOES NOT PRESUME TO GIVE AUTHORIn TO VIOLATE OR CANCEL riIE. PROV1SiONS OF A.NY OTHER STATE OR 1.a .'1. LAW RECR.1 TING CONSTRUCTION OR THE PF.RFOR ANCE OF • !vSTK `CT; N. f!/// — / - / 5 -15—c PLAN CHECK FEES 3 � ft �j J� PERMIT FEE: u 5 4 .^ r ����jj�Li��lll r1 I -5- TOTAL FETE: Li 0p 3 {-f DA : E PERMIT ISSUED: 1 f OCC: GROUP:r w CONST: PIPE: J CJ. I / A r V w I �r ZONING: SETBACKS: u'- f� of Owner. Contractor ut authagent h read and nonce *boy , !% 'l 6'i I / ./!I,C: ,. 1%, 45 `•I` NI:. H0.C€: ISDS NO. do FEE: Budding Dept. Av • • 1Dale - , F launkg •`•.1..A a1 ate AGREEMENT PERAIISS ION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND OR THE AGENTT OF TI -IE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE DETAILED ON PLANS AND SPECIFICATIONS SL'IIMIITTED TO AND REVIEWED) BY THE BUILDO' O DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SICNNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPI GARFIELD COUNTY PURSUANT TO .AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF TIM. ABOVE SAID ORDINANCES ARE NOT FULL' COMPLIED %A'TTH LN THE LOCATION. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN EE REVOKED BY NOTICE FRO' THE COUNTY ANI) THAT THEN AND TH1:.RE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF .A PERMIT BASSI) UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING T1? CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS .AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIES) ON THEREUNDER WHEN '. VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TRIS IURISDICTION. THE REVIEW OF THE SUB UT'ED PLANS AND SPECIFICATIONS ;AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND LME EMENTAT1' DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT. DESIGNER BUDDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPOF. OF THE OWNERS LNIEREST. GaAbtmou3 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE, f TNI IAL) co 6 ?a L_s -4)4. 603 C.:1C.a1 cy\ ( A Sao • ((X 024 o 0 ti -= i 5$L{. cn� dhudz. 373-59 S'I y.75 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, se and the issuance of a Certificate of Occupancy for the dwelling under building permit # ) (o 0 7 OPIA1 ature bpcont Date January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes b A K 2. Does the site plan include the location of the I. S.D. S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or wai ercourses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property`? Yes 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes Na 2 '4 • 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and soffits? Yes A/ 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind oads? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof constructianj Yes 9. Does the building s ion drawing include size and spacing of floor joists, wall studs, ceiling joists, roof r: i - s or joists or trusses? Yes 10. Does the buildin section drawing or other detail include the method of positive connection of all colu and beams? Yes 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade ntours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and odel and Colorado Phase II certifications or phase II EPA certification? Yes ft No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply wit Uniform Building Code Chapter 37? Yes TV { t No 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? , /Jo W 1 5 Yes N No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes] No i, 3 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes -refE) No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes y No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes _tri 1- No 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: .5 A' 5 -P 21. Have two (2) oiplete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes 1J No 23. Have you designed or had this plan designed while considering building and other construction de requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by..the Garfield County Building Department? Yes No 25. Do you unders that approval for design and/or construction changes are required prior to the appli on of these changes? Yes No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 27. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your ins an one (1) day. Inspections are to be called in to 384-5003. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy - 5ccupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project com lying with the Uniform Building Code? Yes No 30. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes !ti A No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. sisb+fature U Phone: (, S 6 024 g (days); Project Name: Project Address: 6,0-3 C a2 1 5- (5 - a000 date s m 6 (evenings) 5 i Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 1/00 6 4 4,i A 3 n tI) , ++ U O 0 O u V 1- R3Q) Vs an E c op y G 'G 92 gO . 'O U .00 rki E Et .„; Kt c V H 0 O 0 O aQ iv v :es ti w 8 0 1 County Road (Note the Road Number and Name) 1994 Building Code Setbacks: 25 feet front and rear and 10 feet on the fides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) GARFIELD COUNTY Building and Planning Notice of Clarification It is the interpretation of this department that the provisions of UBC Section 302.4, Exception Number 3, also applies to openings for access to attic space above a U occupancy. The access door m the ceiling of a garage must be self closing, tight fitting, solid wood door, 1-3/8ths inches thick, or have a 20 minute fire protection rating or the one hour fire separation wall between the garage and the dwelling must extend above the ceiling, all the way to the roof. Arno Ehlers Chief Building Official 109 8th Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT \6/�ARFIELD COUNTY, COLORADO Date �Q�i1e�va) Zoned 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 construction of the above described structure, the permit may then be revoked by notice from the County Building Ins r and IMMEDIA LY BEC E NUL AND VOID. Use Address Legafl Descriptio r Owner N e o e Contractor 4 Setbacks Front ,, -" Side Side Kear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD r Footing 6 - 1 - C7 C Acf-((-) AUnderground Foundation ,-6,_ ,4hti--- Plumbing Ail, Insulation g-yt.co A . . Rough Plumbing 14) 4 Drywall mi A Chimney & Vent NM, Electric Final (by State Inspector) ,14.'4.- .."%j-Gas GasPiping NIA Final r_ i].,,z. A,,.,, Electric Rough (By State Inspector)/t) Septic Final ktiti Framing 54_ot) 4,.-Y (To include Roof in place and Windows and Doors installed). • A Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 38'44 5063 THIS PERMIT IS NOT TRANSFERABLE Phone 04161111140 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD D By � IF PLAC D OUTSIDE - OVER�GITH CLEAR PLASTIC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SENTINEL BUILDINGS P. O. BOX 348 ALBION, NE 68620 ERECTION DRAWINGS FOR TALLY HO CONSTRUCTION 143 COUNTY ROAD 225 RIFLE, CO 81650 GEORGE GREEN 603 COUNTY ROAD 221 RIFLE, CO 81650 T00173 BUILDING DATA Width (ft) Length (ft) Eave Height (ft) Roof Slope (rise/12 ) Dead Load (psf ) Live Load (psf ) Collat. Load (psf ) Snow Load (psf ) Wind Speed(mph ) Wind Code Closed/Open Exposure Importance Wind Importance -- Seismic Seismic Coeff Seismic Zone Designer = = 40.0 = 60.0 14.0/ 14.0 = 2.00/ 2.00 = 2.2 = 20.0 = 0.0 = 40.0 = 80.0 =UBC 97 =B = 1.00 = 1.00 = 0.19 BOLT TIGHTENING PROCEDURES A5BTS DIRECT TENSION INDICATOR BOLT SIZE INCHES W INCHES SPECIFIED MINIMUM FASTENER TENqin IQPS 1/2 7/8 12 5/8 - 11/16 19 3/4 1 1/4 28 7/8 1 7/16 39 1 1 5/8 51 1 1/4 2 71. TURN -OF -NUT METHOD BOLT LENGTH <=4 Dia. 1/3 TURN BOLT LENGTH 4 Dia.<=8 Dia. 1/2 TURN JOINTS NOT SUBJECT TO TENSION LOADS JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened to snug tight condition. This is defined as the tightness attained by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench. JOINTS SUBJECT TO TENSION LOADS Two tightening procedures are specified for A325 Bolts in joints subject to tension loads, Turn -of -the -Nut Nethod and Direct Tension Indicator. Turn -of -the -Nut -Method - First bring bolts to a "snug tight" condition to ensure that the parts of the joints are brought into a good contact with each other. Next, place bolts in all remaining bolt holes and bring to "snug tight". Then additionally tighten all bolts by the table above - progressing from the bolts nearest the web, until the bolts have been tightened to applicable nut rotation. During this operation there . shall be no rotation of the part not turned by the wrench. Consult the latest edition of the RISC Manual of Steel Construction for more complete instructions for installing high strength bolts. BOLT LENGTH 8 Dia.<=12 Dia. 2/3 TURN i GENERAL N 1. BRACE-GRIPe dead -ends are precision devices. To insure a tight assembly, they should be handled carefully: To prevent distortion and damage, they should be installed as illustrated. 2. BRACE -GRIP dead -ends should be stored in cartons under cover — preferably shelf storage -- until used. 3. Care should be taken to avoid gouging or damag- ing the corrosion preventive material. 4. BRACE -GRIP dead -ends should be used only on the size and type of strand for which they are designed. 5. BRACE -GRIP dead -ends must have the same lay direction as the strand to which they are applied. 6. BRACE -GRIP dead -ends should not be used on hardware which allows the strand to rotate or spin about its axis. such as a swivel. 7. BRACE -GRIP dead -ends should not be applied OTES with tools. They shouldbe applied by hand. 8. It is recommended that the BRACE -GRIP dead- end be used on strand lengths which do not exceed fifty feet. CAUTION: BRACE -GRIP dead -ends must not be used as tools; for example, come-aiongs or pulling -in grips. 10. A. BRACE -GRIP dead -ends may be removed and reapplied two times. B. If removal is necessary after a BRACE -GRIP dead-end has been installed for a period greater than 3 months, it should be replaced with a new one. B. 11. BRACE -GRIP dead -ends are designed to be applied over smoothly contoured hardware. 12. If in doubt about fittings or applications, contact the factory for an engineering recommendation. SAFETY CONSIDERATIONS 1. For proper performance and personal safety be sure to select the proper size BRACE -GRIP dead-end before application. 2. This application procedure Is not Intended to supersede any company con- struction or safety standards. This procedure is offered only to illustrate safe application for the individual. Failure to follow these procedures and restric- tions may result In personal injury. 3. When working In the area of energized lines. extra care should be taken to prevent accidental electrical contact. 4. This product Is Intended for use by trained craftspeople only. This product should not be used by anyone who Is not familiar with and trained in the use of it. r -*GT PREFORMED UNE PRCDUCTS P. 0. Box 91129, Cleveland,.0hio 44101 (216) 461-5200 e . $/.r -v w. �.. �� e Asp 4 x... J Cr Fig. 4 • ra. Apply Goekn Sect. 'AA' AYWy Gasket Sect. 'BB' Fig. 5 A Determine hand and swing. Then place frame head and jambs on not surface (floor) with door hardwore preparation ride up. RH/LHR shown place heed at opposite end (dotted) for LH/ RtiR, see Fig. 1. Fasten heod to jambs with nuts and bolts provided. Cheek door opening carefully when tightening fasteners to insure that proper door opening is maintained. e.g.. 3-0 door needs a 36 opening. see Fig. 2. B metol pre—matched threshold, utIIi;ing the 'spring clips which are already attached to thres— hold. Top threshold onto jamb, from bottom, See Fig, 3. C install door in frame. Check for 1/b' clearance a1 head and 5/32" clearance of strike jamb, see Fig. 4. CI Verify hand and swing. Then tilt the entire assembly up Into place Secure hinge jamb anchor to floor_ Plumb hinge and strike jambs and level head. E Anchor heod and strike jamb to the building structure, the strike jamb to the floor, and the entire frame to the panel skins. For 6'-0_ open— ings. install optional threshold anchor to the floor. r Install Iockset• Install weatherstrip (optional) at heod first. 11 weather— strip is applied type. adjust it so that gasket just contacts door when door is closed and latched. Do not force gasket against door os This will interfere with latching of lock, see fig. S. Soma instolsers prefer to reverie sequence of steps C and 0. REVERSIBLE DOOR FRAME PACKAGE INSTALLATION GUIDE CICO DOOR PRODUCTS DM! 5/1197 Pone 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Installation Instructions 804150-0060-010 (10197) Grade 2 Key -in -Lever Cylindrical Lockset 5300LN Series Installation of cylindrical locks and latches must be through bolted In alt doors. If installation Instructions are not followed this may result in damage to the lock and void the factory warranty. IMPORTANT: The accuracy of the door preparation is critical for the properfunctioning and security of this lever handle lock. Misalignment can cause premature wear and tear and a lessening of security. 1. Mark door. Mark horizontal line across edge of door. 38" (985mm) is the usual height above the floor. Fold template over edge of door, centering on horizontal line. Mark centers of holes al proper bacicset. For beveled and square edge doors, marls both sides o/ the door. Note: Be were to verity badmet before marking &drilling door . • 2. Drill door A. 2-1/a" (34min) hole thou door. Cut notches as shown on template. See Note. 8. "WU 1" (=Smm) or 7/e" (22mm) hole In edge of door. Cut out for latch front 5/32" (4mm) deep. t -1/F (2Smm) wide or V (25mm) wide x 2-1M" (57 m) high. Check latch unit for proper width front and hole size requird. C. Drill two (2) Site" ($mm) Dia. hours through door. flee Nob. Note: To avoid splintering wood doors, drill holes from both sideMOW. A C 3. Install latch unit Insert latch unit in door. (Be sure bevel edge of bolt faces strike plate.) Attach with two screws supplied. 101 Anwi 4. Disassemble Lock. A. Remove inside lever handle. (For double cylinder•funciions see section entitled 'To Remove Cylinder"). rs.• B. Remove Rose Scalp. C. Remove Inside rose support assembly from lock. Inside Rose Support Assembly Rose Scalp Inside Lever Handle Sat Screw Outside Assembly (stays assembled) S. Adjust lock for door thickness If necessary. (Lock is packed preadjusted for 1-3/4"(44mm) doors), A. Remove lever and rose assembly (as one unit) from kockbody. Slide "O" rings off of posts. B. Disengage rose plate tram lackbody and re- install per "Rose Plate -Illustration" below: C. Assemble lever and rose assembly to the Iocicbody. Slide "0" rings onto posts and Into grooves. D. Adjust tumbutton (5302. 5303 and 5307 Locks only). depress retainer and edjuat at: shown below. Retainer Position 1st 1-3/8" (35mm) 2nd 14/4" (44mm) 3rd 2"(51 mm) & 2-114"(57mm) B. Install lock Insert lockbody Into door from outside snaking sure that Iockbody frame hooks retainer legs and retractor engages bolt tail. DO NOT FORCE. (if Iockbody does not engage latch easily. check door preparation for errors.) Latch Case ;r Rose Plate Installation (et Factory) for 1-314" doors. 0 This position for 1-3/8" doors For 2" and 2-114' doors order spedal lockhody. Slide Piste to disengage from flange Outside Rose Piste Adjustment 7. Install insIdarcomponents A. Slide inside rose plate onto Iockbody. B. Slide inside rose support assembly onto loch -body an tighten through bolts. C. Place rose scalp on rose support assembly. D. Install lever handle and tighten set screw, Do not overtighten. (See next page for double cylinder functions.) Groove Align with Lug on f=lange Through Botts 7umbutton Inside Rose Support Assembly Sat Screw Hole Rose Scalp Inpide Lever handle Set Screw 1 MINN Remove Cylinder Handle Insert Key and Rotate 45'. Depress Retainer with tool provided. . Slide Lever off lock. (Also applies to inside Lever of 5321 LN Function). Maki) Con nstallatlon Instructions 1 (Kit 014-84074)301) 1 1 1 Driver and Rod Assembly 14-5407.0060 Best® Cylinder 8 Pin ION* is . svg tired &ad.msfr el Soot L. Corporation 5328LN & 5329LN Functions only Adjust for Door Thickness Turn Blank Ross until "A" dimension is • achieved for Door thickness (see table). studs should be aligned with through -bolt holes in door. Thickness "A" malismiamft 1 1-3/8" 1/4" 7 g 1-3/4" 7!16" 2" 9116" 2-1/4" 11/16" Corbin RusawbvID Core Instillation Instructions (Kit 614-3407.0302) Driver & Rod Assembly 14-5407-0140 IYale Conversion Kit 1088 For Schlegel) Cylinders When used In 6300LN Locks IA. Remove threaded collar and Schlagee tailpiece. IS. Install connecting Bar with threaded coder. (Adjust collar for proper end play of plug.) C. Slide cylinder sleeve onto cylinder. Schlagelp Connecting Bar 14-5305-0096 Threaded Collar Schlegel) Cylinder Cylinder Sleeve PN1+5300-9055 (Note! cation of Lug) Follow Instructions above "To Remove Cylinddr Handle" for Installing 1 cylinder into lever handle. • 1 Sdaasass a registered fri.maik at Swop Lock Corporation 5300LN Grade 2 Key -In -Lever CylindricalLockset f 497 Optional Strike Box 4202 Outside Lockbody Assembly Attaching Screws • 81.2012-0416 STRIKES Inside Rose Plate 14-5300-1042 0 371 Standani Strike BE 14.6301-1033 61-2012-0620 #112-12-24x1" 81-2012-0416 48-8-32-x314" Attaching Screws Inside Rose Support Assembly V14-5301-0002 Set Screw 14-571-1 9 Through Botts (2) Required 81-0011-0514 Rose Scalp 14-5300-2024 -3024 Inside Lever Handle Yale Cylinders When used in 6300LN Locks A. Each outside rose support assembly contains the plastic cylinder sleeve. Remove cylinder handle and retrieve sleeve. 8. Slide cylinder sleeve onto cylinder (orient lug on sleeve as shown.) 0. Insert cylinder Into lever handle and replace handle on outside rose support. Follow instructions (page 4) -to Remove Cylinder Handle for Installing cylinder Into lever handle. Connecting Bar Yale Cylinder Cylinder Sleeve PN 14-5300-9053 (Note location of Lug) (Note: Cylinder and Sleeve must be property installer or the security of the lock will be compromised.) cn CV c4 d a � U fs, 03 Q Cit w Z U Z U Xt414 gl corn Og, 4 h SCREW PLACEMENT UL --60 ROOF For 'R—Panel' type panel profiles only oo 43 w O z p ▪ w cd Zcn A a w w r0..] U O 0 04 C741z C x a a C 2 17441E" w w d x `4 O o wo p Ew-1 a C4 0 O w p 0. " E� .�..a V cr) 71)' LI1a z, to O N = CC -t-' c c� c6..a.------.---j cz -CA 1\2 J___ O - A ...c,. ..' 0 :i i:Li 73 o. . E-. O C.r1 c4 UD w w �` o cct CD °? tilP 0:5 H 0 d., cZ N co O GD Hi i 0 an CO CZ C = 0 en 0 E 5 ez -_ .• �' ▪ 0 E v 5' ��' a) n 0� =14. v 0 0 as °' 05 ▪ O = a) a) •MO a) .0.. a) tea) Te 0) • o +..6a, .0 .. ▪ , a) _ • cri w • _G E a) s-+4-1 1:0 0 a -0--',A G. • ) - O 0 cli .li MSO ctl 0> Mi a`• 'C "C12 a]▪ CI) 0 a) • r " -11:1 a G ; E -50. a)a. C.) aO = a) o E ge:-)\kotAc- (0D (Tou viii_-( C°r' #12 SELF DRILLING TK2125- 1 1/4" LONG PANEL TO FRAMING ONLY 0-4" INSULATION TK2150- 1 1/2" LONG PANEL TO FRAMING ONLY 4-6" INSULATION #14 SELF DRILLING LAPTEK-- 7/8". LONG LAP/TRIM SCREW PANEL TO PANEL TRIM TO PANEL #14 SELF DRILLING 1/8"0 ALUMN SLEEVE WITH STL. MANDREL ALL TRIM SPLICES PLAINS 200 PREPOESIED PEAK Ao ZC allitarnotts . GARFIEt, Doe- --� FIELD cr »,. II NO MEsPECTIo N w rr Ho h!#IE ftA$$ ON $rr riree +c4S7I6. SEALAVr aur uCPAAP43 a WISE J TR ACrrTIONAL) )TE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR 'HER BUILDING OPTIONS Gr_G8LKE3 TEAS 1 1 1 SECT. NAME COLD FORMED STEEL COMPONENTS YIELD STRENGTH = 55.0 KSI (TYP.) DIMENSIONS MEMBER PROPERTIES A B C D GA. AREA PCE08256 8 2.5 2.5 .77 16 .82 Ix Iy Sx 7.79 .67 1.95 PCE08356 8 3.5 3.5 .77 16 .94 9.65 1.52 2.41 PCE08354 8 3.5 3.5 .80 14 1.12 1 1 .41 1.81 2.85 PCE08352 8 3.5 3.5 .88 12 1.67 16.92 2.71 4.23 PCE10356 10 3.5 3.5 .77 16 1.06 16.17 1.63 3.24 PCE10354 10 3.5 3.5 .80 14 1.26 19.14 1.94 3.83 PCE10352 10 3.5 3.5 .88 12 1.88 28.46 2.91 5.69 PCE12356 12 3.5 3.5 .77 16 1.18 24.81 1.72 4.14 PCE12354 12 3.5 3.5 .80 14 1.40 29.38 2.04 4.90 PCE12352 12 3.5 3.5 .88 12 2.09 43.76 3.07 7.29 PCE12406 12 4.0 4.0 .77 16 1.24 26.91 2.39 4.49 PCE12404 12 4.0 4.0 .80 14 1.47 31.87 2.84 5.31 PCE12402 12 4.0 4.0 .88 12 2.20 47.48 4.27 7.91 SHAPE D -- g PZE06256 6 2.5 2.5 .66 16 .70 4.04 1.12 1.35 PZE07256 7 2.5 2.5 .66 16 .76 5.78 1.12 1.65 PZE07254 7 2.5 2.5 .68 14 .91 6.83 1 .33 1.95 PZE07252 7 2.5 2.5 .74 12 1.36 10.13 2.04 2.90 PZE07306 7 3.0 3.0 . 66 16 .82 6.49 1.77 1.85 PZE07304 7 3.0 3.0 . 68 14 .98 7.67 2.11 2.19 PZE07302 7 3.0 3.0 .74 12 1.46 11.38 3.22 3.25 PZE08256 8 2.5 2.5 .66 16 .82 7.89 1.12 1.97 PZE08254 8 2.5 2.5 .68 14 .98 9.34 1.33 2.33 PZE08252 8 2.5 2.5 .74 12 1.46 13.87 2.04 3.47 PZE08306 8 3.0 3.0 .66 16 .88 8.82 1.77 2.21 PZE08304 8 3.0 3.0 .68 14 1.05 10.44 2.11 2.61 PZE08302 8 3.0 3.0 .74 12 1.57 15.51 3.22 3.88 PZE10256 10 2.5 2.5 .66 16 .94 13.38 1.12 2.68 PZE10254 10 2.5 2.5 .68 14 1.12 15.84 1.33 3.17 PZE10252 10 2.5 2.5 .74 12 1.67 23.60 2.04 4.72 PZE10304 10 3.0 3.0 .68 14 1.19 17.57 2.11 3.51 PZE 10302 10 3.0 3.0 .74 12 1.78 26.17 3.22 5.24 D.� PESO6PO4 6 4.0 4.0 .80 14 1.05 6.53 2.27 2.18 PESO7PO4 7 4.0 4.0 .80 14 1.12 9.24 2.39 2.64 PESO8PO4 8 4.0 4.0 .80 14 1.19 12.51 2.501 3.13 PES10PO4 10 4.0 4.0 .80 14 1.33 20.86 2.69 4.17 PESO6PA4 6 5.0 2.75 .80 14 .87 4.99 .92 1.67 PES07PA4 7 5.0 2.75 .80 14 .94 7.14 .97 2.04 PESO8PA4 8 5.0 2.75 .80 14 1.01 9.76 1.01 2.44 PES1OPA4 10 5.0 2.75 1 .80 14 1.15 DRAWING INDEX _16.55 1.08 3.31 PAGE (5) I--2- DESCRIPTION COVER SHEET PAGE(S) DESCRIPTION GENERAL DETAILS ANCHOR BOLT PLAN ACCESSORY DRAWINGS 5 RIGID FRAME SECTION L-11 ENDWALL ELEVATIONS }a-15 SIDEWALL ELEVATIONS 1� ROOF FRAMING PLAN fl` IP ADDITIONAL DETAILS JOB SPECIFIC DETAILS ENGINEERING DATA BUILDING CODE: UBC 97 Job Number: T00173 Job Name: GEORGE GREEN Job Location: RIFLE, CO 81 650 Builder: TALLY HO CONSTRUCTION DATE: 5/ 5/ 0 DESIGNED BY: DSS DESIGN LOADS BUILDING DESCRIPTION LIVE LOAD: 20 psf ROOF SNOW LOAD: 40 psf COLLATERAL LOAD: 0 psf ROOF DEAD LOAD: 2.2 psf FRAME SELF WEIGHT: INCLUDED WIND SPEED: 80 mph EXPOSURE: B IMPORTANCE FACTOR: 1.00 SEISMIC ZONE: 1 IMPORTANCE FACTOR: 1.00 SEISMIC COEFFICIENT: 0.190 (Co or Aa) WIDTH: 40 feet LENGTH: 60 feet EAVE HEIGHT: 14 feet ROOF SLOPE: 2.0:12 ENGINEER'S STAMP BUILDING FRAMING LEFT ENDWALL FRAME TYPE: Beoring RIGHT ENDWALL FRAME TYPE: Bearing INTERIOR FRAME TYPE: 2 rigid LEFT ENDWALL GIRT TYPE: Inset RIGHT ENDWALL GIRT TYPE: Inset FRONT SIDEWALL GIRT TYPE: Bypass BACK SIDEWALL GIRT TYPE: Bypass ROOF WIND FRAMING: Cable Diagonal LEFT ENDWALL WIND FRAMING: Cable Diagonal RIGHT ENDWALL WIND FRAMING: Cable Diagonal FRONT SIDEWALL WIND FRAMING: Cable Diagonal BACK SIDEWALL WIND FRAMING: Cable Diagonal ROOF PANEL: 26 go. R—Loc w/ Purlin Bearing WALL PANEL: 26 ga. RL ROOF PANEL COLOR: Galvalume ROOF TRIM COLOR: Red frames, clear Bracing Bracing Bracing Bracing Bracing Leg span WALL PANEL COLOR: Light WALL TRIM COLOR: Red COMMENTS Stone fro . tiS� 4,0 Li vgo `h%!J.d Definition of Loading Conditions on Anchor Bolt Reactions Page: DL: Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details: EW: Endwoll SW: Sidewall RF: Rigid Frame DJ: Door Jamb SENTINEL Taking Pride In Building Excellence ma. No. BUILDING SYSTEMS 237 SOUTH 4TH ST (800) 327-0790 GEORGE GREEN 603 COUNTY ROAD 221 RIFLE. CO 81650 DESIGN RY.• DSS DR4IPN BY. DSS uu8ER T00173 CHECK. DATE' 5/ 5/ 0 r COLUMN LINE FRAME LINE ---- RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk (in) 2 1 A 5 7.2 17.1 2 -2.7 -2.6 2 0.750 6.000 16.00 0.375 0.0 1 6.3 17.6 2 -2.7 -2.6 2 • F 3 2.7 -2.6 4 -7.2 17.1 2 0.750 6.000 16.00 0.375 0.0 1 -6.3 17.6 3 2.7 -2.6 2 • Frame lines: 2 3 NOTES FOR REACTIONS 1. All loading conditions ore examined and only moximum/minimum H or V and the corresponding H or V are reported. 2. Positive reoctions are os shown in the sketch. Foundation Ioods are in opposite directions. 3. Bracing reactions ore in the plane of the brace with the H pointing awoy from the broced boy. The vertical reaction is downward. 4. Building reactions ore based on the following building data: Width (ft) = 40.0 Length (ft) = 60.0 Eove Height (ft) = 14.0/14.0 Roof Slope rise/12 ) = 2.0 2.0 Deod Lood (psf ) = 2 Colloteral Lood (psf ) = 0.0 Live Load (psf ) = 20.0 Snow Load (psf ) = 40.0 Wind Speed (mph ) = 80.0 Wind Code - UBC 97 Exposure = B Closed/Open = C Importance = 1.00 Seismic Coeff = 0.19 Seismic Zone = 1 5. Loading conditions ore: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+CO+LL+WL2/2 5 DL+CO+LL+WR2/2 6 DL+WR1+WS 7 DL+WP 8 DL+WL 1 +WS 9 DL+LL/2+WR2+WS ENDW; Lin 1 1 1 1 4 4 4 4 4 4 BRACIN Wall Id 1 F 4 A ANCHO; Qnt L 0 4 El 20 1$1 8 GENER; �1. F 2. Ti 3. A. 4. C 5. Al L L COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column Reactions (k ) Col Lood Hmax V Lood Hmin V Line id H Vmax Id H Vmin A 6 0.3 -0.1 1 0.0 1.5 B 6 0.9 -0.7 1 0.0 7.3 E 6 0.9 -0.9 1 0.0 7.3 F 6 0.3 -0.2 1 0.0 1.5 F 6 0.3 -0.2 1 0.0 2.3 E 6 0.4 -0.2 1 0.0 2.0 O 6 0.5 -0.3 1 0.0 4.5 C 6 0.5 -0.3 1 0.0 4.5 B 6 0.4 -0.5 1 0.0 2.0 A 6 0.3 -0.3 1 0.0 2.3 7 -0.3 8 0.3 7 -0.9 8 0.9 7 -0.9 6 0.9 7 -0.3 9 0.3 7 -0.3 8 0.3 7 -0.4 8 0.4 7 -0.5 8 0.5 7 -0.5 8 0.5 7 -0.4 6 0.4 7 -0.3 6 0.3 -0.1 - 0.2 - 0.6 - 1.0 -0.6 - 0.9 - 0.1 - 0.5 -0.2 -0.3 - 0.3 -0.5 - 0.3 - 0.3 - 0.3 - 0.4 -0.3 - 0.5 - 0.2 - 0.3 Anc. Bolt No D(in) Bose Plate (in) Grout Wid Len Thk (in) 2 0.750 6.500 8.000 0.185 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 2 0.750 6.500 8.000 0.188 0.0 REACTIONS, PANEL SHEAR Bracing (k ) Panel Sheor oI Horiz Vert Load at Id Reoctn Reoctn Bose Angle (Ib/ft) 1.0 1.1 1.0 1.1 .3 2.5 1.5 1.0 1.1 1.0 1.1 ,3 2.5 1.5 BOLT SUMMARY Total Bend Dia Len Len Proj (in) (in) (in) (in) 1/2" 3/4" 6.50 15.00 15.00 1.00 3.00 3.00 1.00 2.50 2.50 NOTES 'ndation design and construction are not the responsibility of SENTINEL aldings Systems. building reaction dato reports the Toads which this building ploces on foundation. for bolts shall be accurotely set to o tolerance of +/- 1/8" in both :lotion and location. urnn base plates are designed not to exceed o bearing pressure of 1125 .!rids per square inch. walk doors ore to be field located with drilled in wedge anchors. Taking Pride In Building Excellence SENTINEL GEORGE GREEN BUILDING SYSTEMS 237 SOUTH 4TH ST (800) 327-0790 PACE No 603 COUNTY ROAD 221 RIFLE, CO 81650 ANCHOR BOLT PLAN DE'S/CN.• DSS *ISA BER T00173 DETAIL: DSS 1 1 1 1 1 i 1 1 1 1 1 3 1 ,DATE: 5/ 5/ 0 0 Dia= 3/4" �o 3 1/2" 90 II -7 EW �J DETAIL A Dia= 1/2" 3 1/2" [i r--, h ! 0 , co 1 3 0 EW/ L__I 2 1/2" SW IH 2" See Plan DETAIL E Dia= 3/4" 11 3 1/2" 6) I-1 0 r—_, 1 1 6'co[ —3., I EW 1 2I —2 1/2" L_i See Plan 2" DETAIL B Dia= 3/4" �o 3 1 /1 \ }. (41 ii � O EW 1 an 3„ 2 1/2" L_.i See Plan DETAIL 2" C Dia= 3/4" 6" SW 124 131 4" 2.,8" See Plon DETAIL D ALL DRAWINGS NOT TO SCALE DIAGONAL MEASUREMENT = 72'-1 5/16' OUT -TO -OUT OF STEEL 0 0 0 0 1 0 FRAME LINE DIMENSIONS 4 0 12'-4" [3'- O'r-r' 24'-4" z 0 Z Friw d 2 0 1 0 0 z D '-D" OUT -TO -OUT OF STEEL 20'-0" X -Bracing Z 20'-0" A F" B B A f Cro t 0 dco 2'-0": wct N 2'-0"J L a 2'-0" 2'-0" 0 N X -Bracing 20'-0" ANCHOR BOLT PLAN NOTE: All Base Motes ® 100'-0"(U.N.) SENTINEL BUILDING SYSTEMS 237 SOUTH 1TH ST (800) 327-0790 20'-0" 0 Taking PFtge In Building Excellence GEORGE GREEN PACE NQ ponemsK 603 COUNTY ROAD 221 RIFLE, CO 81650 ufNCHOR BOLT PLfN DBS/CN.• DSS UMBER T00173 DETAIL: OSS DAT: 5/5/0 SPLICE PLATES & BOLTS Splice Mark Top Of Plate Qnt Typ Dia Len Bottom Of Plate Qnt Typ Dia Len Plate Size Wid Thick Length Sp— 1 Sp— 2 4 A325 0.750 2.50 4 A325 0.750 2.50 4 A325 0.750 2.50 4 A325 0.750 2.50 6" 3/4" 1'-10 1/2" 6" 3/4" 1 '-10 1/2" 77 FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in), (1)=one side A — L2x 1 /8 BOLTED END PLATE TOP FLANGE VEB BOTTOM FLANGE -}--- TOP BOLTS. SEE DRAVING FOR SIZE. --.INTERMEDIATE BOLTS, THE NUMBER OF TOP DR BOTTOM BOLTS GREATER THAN FOUR. -BDTTDM BOLTS, SEE EE EE DRAvIMGNN FOR LL SIZEE. DPTIDNA1L.ATETOPDAND BOiTDM BOLTS FOR RAFTER TO COLUMN CONNECTION 0 0 D O 0 0 0 0 0 0 --TOP BOLTS, SEE DRAVING FDR SIZE. - INTERMEDIATE BOLTS, THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. :::1^ BOTTOM BOLTS. SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP R BOTTOM. 0 BOLTED END PLATE CONNECTION AT BUILDING PEAK ANCHOR BOLTS SIDEVALL COLUMN PLAN BASE PLATE ELEVATION ANCHOR BOLTS AT SIDEWALL COLUMN 20' 5 }I4" 26 Go. PB, Galvolume _9 5/18„ SP* b' c5 MEMBER SIZE TABLE in PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE W x T x LEN INSIDE FLANGE W x T x LEN START END THICK LENGTH RF 1-1 15.0/15.0 0.188 120.0 6 x 1/4" x 160.6 6 x 5/16" x 144.4 15.0/15.0 0.313 43.1 6 x 1/4" x 23.5 RF1-2 15.0/15.0 0.188 120.0 6 x 1/4" x 217.4 6 x 5/16" x 217.4 15.0/15.0 0.188 100.0 20'--0.. 36'-0 7/8" Clearance 40'-0" OUT—TO—OUT OF STEEL RIGID FRAME CROSS SECTION FOR FRAME LINE 2 3 a 1 n a U 0 1- 0 m U Q\` �• C0:1G d'27164 -;41 • erv.w!/IF/II/ 7 1 I f''••.....•..s dif 1-3 9/16., �,r 5 1/4' �6" 2 " 12 8" SENTINEL BUILDING SYSTEMS 237 SOUTX 4771 ST (800) 327-0790 Taking Pride In Building Excellence PACE No GEORGE GREEN 603 COUNTY ROAD 221 RIFLE, CO 81650 PCMBER T00173 RIGID FRAME ELEVATION DESIGN.• DSS DETAIL: DSS DATA. 5 5/0 0 40'-0" OUT -TO -OUT OF STEEL 0 I CY t 111 G-1 G-2 ca r G-1 al ED 1 G-2 ua 1 BA co CEl 1=17 EC -1 EC -2 ENDWALL FRAMING: FRAME LI FIELD SLOT GIRTS FOR CABLE 11'-4" G- 1 �I EC -3 VE 1 ACING —.J El EC -4 BOLT TABLE: FRAME LINE 1 LOCATION ER -1 -ER -1 * Columns 2 12 0 QUAN TYPE DIA LEN 4 A325 1/2" 1 1/. 4 A325 1/2" 1 1/. MEMBER TABLE FRAME LINE 1 MARK PART LENGTH EC -1 PCE08356 12'-4 9/16" EC -2 PCE08356 14'-3 1/4" EC -3 PCE08356 14'-3 1/4" EC -4 PCE08356 12'-4 9/16" ER -1 PCE 12352 20'-1 1/16" G-1 PZE08256 10'-7 1/2" G-2 PZE08256 15'-10 1/2" CB -1 1/4" STR 11'-2" CB -2 1/4" STR 10'-2" CB -3 1/4" STR 1 1 '-0" CONNECTION PLATES FRAME LINE: 1 PART CLBAXQ PC8BLT 76830 CGCG RPK22 Talon p 'de In Building Excellence SENTINEL 1 " CEORG GREEN PACE No BUILDING SYSTEMS 003 COUNTY ROAD 221 237 SOUTH 1TH ST RIFLE, 00 81650 (8O0) 327-0790 SNDYALL FRAMINC DE'SICN.• DSS NUMBER 7'00173 DETAIL: DSS DATE: 5/ 5/ 0 SEE ENDWALL DRAWING FOR BOLT DIA & TYPE ENDVALL RAFTER-" SPLICE PLATE ENDWALL RAFTER RAFTER SPLICE AT SURFACE CHANGE CONNECTION PLATE (PCBBLT) CORNER COLUMN BOLT, .5'x1.0' CONNECTION PLATE (768 0) SIDE WALL GIRT \-CGC6 CLIP ENDWALL GIRT CORNER COLUMN TO WALL GIRT BRACE GRIP DEAD END CABLE COLUMN OR RAFTER WEB EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT HILLSIDE WASHER FLAT WASHER NUT Q2} DIAG❑NAL CABLE, EYEBOLT END END OF BUILDING GABLE RAKE ANGLE ROOF PURL IN ENDVALL RAFTER BOLT, 05' BY 1'CTYP) RAF TER-PURLIN BRACE SECTION THRU ENDWALL RAFTER BOLT, 0.5' BY 1,0: (TYP> ENDWALL COLUMN CONNECTION PLATE ENDWALL GIRTS FOR ENDWALL COLUMNS SERVING AS DOOR JAMBS, USE GALV. CARRIAGE BOLTS TO FASTEN PLATE TO COLUMN. ENDWALL COLUMN TO WALL GIRT ENDWALL COLUMN BOLTS, 50'x1.25' WASHE' COLUMN SIDE ON ENDWAL LIMNS BASE PLATE PLAN ELEVATI❑N USE GALV. BOLTS ON GALV. JAMBS USE CARRIAGE BOLTS ON FLASHED JAMBS BASE PLATE FOR ENDWALL COLUMNS WALL PANEL WEDGE ANCHORS SPACED 30' o.c. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. BUILDING WARRANTY VOID IF SPACED GREATER THAN THIS BASE ANGLE Concrete FoundatiQ' 1-I/2' x 1-1/2' OPTIONAL NOTCH NAST Apply Mastic under base angle only iF base Foam closures are used 1/4' WEDGE ANCHOR SECTI❑N THRU WALL PANEL AND CONCRETE F❑UNDATI❑N Taking Pride In Building Excellence SENTINEL GEORGE GREEN PACE No BUILD/NC SYSTEMS 603 COUNTY ROAD 221 237 SOUTH 4TH ST RIFLE, CO 81650 (8o0) 327-07'90 ENDWALL FRAYING DE'SICN. DSS NUMBER T00173 DETAIL: DSS DATE' 5/ 5/ 0 ENDWALL SHEETING & PANELS: 26 Go. RL -- Light Stone TRIM TABLE FRAME LINE 1 PART RTC RT203 PBFIX RIM: FRAME LINE 1 Takia SENTINEL "A- GEORGE de In Building Excellence PACE No REEN BUtLDDNC SYSTEMS 603 COUNTY ROAD 221 237 SOUTH 4TH ST RIFLE, CO 81650 (800) 327-07.90 A'NDYALL FRAYING DES/CN DSS AMBER 700173 DETAIL: DSS DATE: 5/ 5/ 0 E �D 40'-0" OUT -TO --OUT OF STEEL 12'-O" G-1 G-1 G-3 EM G-3 CO al CD DH -1 EC -2 EC -5 ENDWALL FRAMING: FRAME LIN: FIELD SLOT GIRTS FOR CABLE B 44" OF CLEARANCE FOR OVERHEAC DOOR. CHECK WITH OVERHEAD DO SUPPLIER TO ENSURE THE DOOR W HAVE ADEQUATE CLEARANCE 0' 11'-4" 1 $" BOLT TABLE: FRAME LINE 4 LOCATION ER-2—ER-2* Columns 4 :ACING R L SENTINEL BUILDING SYSTE,OS 237 SOUTH 471/ ST M8OO) 327-0790 QUAN TYPE DIA LEN 4 A325 1/2" 1 1/4 4 A325 1/2" 1 1/4 MEMBER TABLE FRAME LINE 4 MARK PART LENGTH EC -1 EC -2 EC -3 EC -4 EC -5 ER -2 DH -1 G-1 G-3 CB -1 CB -2 CB -3 PCE08356 PCE08356 PCE08356 PCE08356 PCE08356 PCE 12352 PCE08356 PZE08256 PZE08256 1/4" STR 1/4" STR 1/4" STR 12'-4 9/16" 14'-3 1/4" 14'-3 1/4" 12'-4 9/16" 14'-7 1/4" 20'— 1 1/16" 11'— 1 1 1 /2" 10'-7 1/2" 1'-7" 11'-2" 10'-2" 11'—O" CONNECTION PLATES FRAME LINE: 4 PART CLBAXQ PC8BLT 76830 CGCG RPK22 Taking Pride In ceding Excellence PACE GEORGE CREZ'N 603 COUNTY ROAD 221 RIFLE, CO 81650 E'NDMALL PJWIING DE'S/O,V ASS N MBER T00173 DETAIL: DSS DATE: 5/ 5/ 0 ENDWALL RAFTER SEE ENDWALL DRAWING FOR BOLT DIA & TYPE - ._� SPLICE PLATE ENDWALL RAFTER RAFTER SPLICE AT SURFACE CHANGE ENDWALL COLUMN BOLTS, .50'x1.25' WASHE SIDE ON ENDWAL BASE PLATE PLAN ELEVATION USE GALV. BOLTS ON GALV. JAMBS USE CARRIAGE BOLTS ON FLASHED JAMBS 1401111.41 BASE PLATE FOR ENDWALL COLUMNS WALL PANEL 11L 110k1 WEDGE ANCHORS SPACED 30 oz. max AND AT BOTH E� SASE ANGLE 44111411!!!!!!!!0111 OF ANGLE. BUIL DS OF EACH NUE 1F SPACED GREATER i 01°s Concrete Foundot �� I-1/2• x I -1/P' OPTIONAL NOTCH MASTIC Apply Mastic under base apple only IF base Foam closures ore used 1/4' WEDGE ANCHOR SECTION THRU WALL PANEL AND CONCRETE FOUNDATION 1111113844 BRACE GRIP DEAD END CABLE COLUMN OR RAFTER WEB EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT HILLSIDE WASHER FLAT WASHER NUT DIAGONAL CABLE, EYEBOLT END CONNECTION PLATE CPCBBLT) CORNER COLUMN BOLT. .5'x1.04 CONNECTION PLATE (768 0) SIDEWALL GIRT `CGCG CLIP ENDWALL GIRT CORNER COLUMN TO WALL GIRT END OF BUILDING GABLE RAKE ANGLE ENDWALL RAFTER BOLT, 0.5' BY 1'(TYP) ROOF PURLJN RAFTER-PURLIN BRACE SECTION THRU ENDWALL RAFTER DOOR JAMB CONNECTION PLATE DOOR HEADER SECTION ELEVATION BOLTS, 0.50' BY 1.0' (TYP) DOOR HEADER TO DOOR JAMB BOLT, 0.5' BY 1.0. (TYP) ENDWALL COLUMN CONNECTION PLATE ENDWALL GIRTS FOR ENDWALL COLUMNS SERVING AS DOOR JAMBS, USE GALV. CARRIAGE BOLTS TO FASTEN PLATE TO COLUMN. ENDWALL COLUMN TO WALL GIRT ¢- a� >r1410 is) Al - Ft ..a..laraaa tt° ••'IPtt, v: {Li SENTINEL BUILD/NC SYST'WS 237 SOUTH 4Th' ST (800) 327-07.90 Taking Pi' fe In Building Excellence 'GEORGE GREEN PACU No 603 COUNTY ROAD 221 RIFLE, CO 81650 NUTABER T00173 END 'ALL FRAMING DESICN: DSS DETAIL. DSS BATE: 5/5/0 I0 Ln :to ENDWALL SHEETING & PANELS: 26 Go. RL -- Light Stone TR M TABLE FRAME LINE 4 PART 95HJSP JT142 HT 122 RTC RT203 PBFIX 00,11-:p itECtST 4�v• 271 (a TRIM: FRAME LINE 4 • C\-1°.**‘‘. `.':•••• SENTINEL BUILDING SYSTEMS 237 SOUTH 4TH ST (800) 327-0790 Taking Pride In ceding Excellence CEORCE CREEK PACE No 603 COUNTY ROAD 221 RIFLE, CO 81650 ENDr!'ALL FRAMING I DESIGN.• DSS jCiaUMBER D ETAl6. DSS DAM. 5/ 5/ 0 20' —0" 60'-0" OUT—TO—OUT OF STEEL E-1 20'-0" E-2 G-4 f EC -4 L 4' _L GIRT LAPS DH -1 12'-0" G-5 RF1-1 _ 4'-0' j SIDEWALL FRAMING: LINE F 2'— SIDEWALL SHEETING & TRIM: FR PANELS: 26 Go. RL — Light Stone 3 z c z e : z 1 1 ■ ± 1 I 1 1 1 1 I r r �t s- ;:1' v C d 7I I 1 O0 OO SIDEWALL SHEETING & TRIM: FR PANELS: 26 Go. RL — Light Stone 20'-0" E-3 G-6 RF1 - 1 3/4" 2'-1 3/4" EC --1 I _ $ I v c I v C I a c i e f ME LINE F SENTINEL BUILDING SYSTEMS 237 SOUTH 4T1-1 ST (800) 327-0790 MEMBER TABLE FRAME LINE F MARK PART LENGTH DJ -1 PCE08356 13'-3 1 /2" DH -1 PCE08356 1 1 ' —1 1 1/2" E-1 PDLO8PO4 19'-1 1 1/2" E-2 PDLO8PO4 19'-1 1 1/2" E-3 PDLO8PO4 19P-11 1/2" G--4 PZE08256 3'--7 1/2" G-5 PZE08256 25'-9 1/2" G-6 PZE08256 22'-1 1/2" C8-4 1/4" STR 21'-9" Taking Pride 1 CONNECTION PLATES FRAME LINE F PART PC8BLT DJBAXQ JMES 76830 TR M TABLE FRAME LINE F PART 0C142 ETLONG 95HJSP JT142 HT122 wilding Excellence PACS No CEORCE OMEN 603 COUNTY ROAD 221 RIFLE, CO 81650 S/DSIALL FRAM/NC DESIGN: DSS NUMBER T00173 DETAIL: DSS DATE: 5/5/0 GABLE BOLT, TYP. EAVE STRUT RAKE 0.5' x 1.0' ANGLE 1112 S. D. SCREW ENDWALL RAFTER 16� EAVE STRUT TO ENDWALL RAFTER #I2 S.D, SCREWS JMES CLIP FIELD LOCATE EAVE STRUT DOOR JAMB DOOR JAMB TO EAVE STRUT VALL PANEL Noma 'CIFWEDGE ANCHORS SPACED 30' oz. HAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. BUILDING vP IF SPACED GREATER THAN BASE ANGLE %I‘lv*L I� L NOTCH MASTIC ' Apply Mastic under Oast angle only If bast roan Closures ore used I/4' WEDGE ANCHOR SECTION THRU WALL PANEL AND CONCRETE FOUNDATION Concrete Foundot� 1-1/2' x 1—I/2' OPTIONAL TMIELPVII EAVE STRUT SECTION FRAME COLUMN BOLTS, 0.50`x1.0' EXTENSION OF TOP FLANGE ELEVATION EAVE STRUT TO RIGID FRAME ENDWALL COLUMN BOLTS, 50`x125' WASHE' • COLUMN SIDE ON ENDWAL a UMNS BASE PLATE PLAN ELEVATI❑N USE GALV. BOLTS ON GALV. JAMBS USE CARRIAGE BOLTS ON FLASHED JAMBS BASE PLATE FOR ENDWALL COLUMNS BRACE GRIP DEAD END CABLE COLUMN OR RAFTER WEB EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT HILLSIDE WASHER FLAT WASHER NUT Q2) DIAG❑NAL CABLE, EYEBOLT END DOOR JAMB 1/2'x1' A307 GALV CARRIAGE BOLT CONNECTION PLATE WALL GIRT WALL GIRT TO DOOR JAMB SENTINE'L BUILDING SYSTEMS 237 SOUTH 4TII ST (800) 327-0790 DOOR JAMB CONNECTION PLATE DOOR HEADER SECTION ELEVATION BOLTS, 050' BY 1.0' (TYP) DOOR HEADER TO DOOR JAMB NOTE: ONLY 4 BOLTS RER'D IN WEB SPLICE FIRAME COLUMN FCOLAN FLANGE BRACE BOLTS, 0.5' WALL x 1.0' A307 (TYP) GIRT WALL GIRTS TO INTERIOR FRAME COLUMN Taking Pride I wilding Excellence PACE No GA'ORCE GREEN 603 COUNTY ROAD 221 RIFLE, CO 81650 SIDA' ALL PRAMINC DESIGN.' DSS NUMBER 100173 DETAIL: DSS PATE- 5/ 5/ 0 20'--0" 60'-0" OUT -TO -OUT OF STEEL E-1 20'-0" G-7 E-2 EC -4 GIRT LAPS 1 RF1-1 2'-1 3/4•' 2'-1 3/4" SIDEWALL FRAMING: LINE A t i t i i i i t t i I 1 I I i I I I I I I I 2'— SIDEWALL SHEETING & TRIM: FR, PANELS: 26 Go. RL - Light Stone RF1-1 2, 1 3/4'• EC -1 J ! I 1 I [ I s I t E i i t I ME LINE A SENTINEL BUILD/NC SYSTEMS 2.97 SOUTH 4TH ST 0900) 327-0790 MEMBER TABLE FRAME LINE A MARK PART LENGTH E-1 PDLO8PO4 19'-11 1/2" E-2 PDLO8PO4 19'-1 1 1/2" E-3 PDLO8PO4 19'-1 1 1/2" G-6 PZE08256 22'-1 1/2" G-7 PZE08256 22'-1 1/2" G-8 PZE08256 24'-3 1/2" CB -4 1/4" STR 21'-9" 0 CONNECTION PLATES FRAME LINE A ID MARK/PART PC8BLT 1 TR M TABLE FRAME LINE A PART 0C142 ETLONG ..chtfq Taking Prides Building Excellence "*" GEORGE GREEN PAGE No 603 COUNTY ROAD 221 RIFLE, CO 816'50 NUMBER 700173 SIDATALL FRAMING DESIGN: DSS DETAIL: DSS DATE: 5/ 5/ 0 HOLT, TYP. GABLERAKE 0.5' x 1.0' EAVE STRUT ANGLE I112 S. D. SCREW I6 ENDWALL RAFTER EAVE STRUT TO ENDWALL RAFTER VALL PANEL WEDGE ANCHORS SPACED 30' oz. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. Bu1LDING VARRANTY VOID IF SPACED GREATER THAN THIS likSE ANGLE .*%1*-io'4e4° MASTIC Apply Mastic under base angle only if base Poon closures ore used 1/A' WEDGE ANCHOR Concrete Foundotio 1-1/2' x I -I/2. OPTIONAL NOTCH SECTION THRU WALL PANEL AND CONCRETE FOUNDATION SAVE STRUT SECTION FRAME COLUMN BOLTS, 0.50`x1.0' EXTENSION OF TOP FLANGE ELEVATION EAVE STRUT TO RIGID FRAME BRACE GRIP DEAD END CABLE COLUMN OR RAFTER WEB EYEBOL T SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT HILLSIDE WASHER FLAT WASHER NUT DIAGONAL CABLE, EYEBOLT END NOTE: ONLY 4 BOLTS REO'D IN WEB SPLICE RIGID FRAME COLUMN COLUMN BRACES BOLTS, 0.5' WALL x 1.0' A307 (TYP) GIRT WALL GIRTS TO INTERIOR FRAME COLUMN 0#°""9.0""RTGZsit c,:.. 27 . 41 � :U l tet} ,i !� .���i1 .. 064'7A\-0,0": SENTINEL BUILDING SYSTEMS 237 SOUTH 4711 ST (Boo) 327-07.90 Taking Pride In balding Excellence CEORCE CQZEN PACS No. 603 COUNTY ROAD 2.21 RIFLE, CO 81650 S/DEI ALL PR ANNC DESIGN. D33 FIJTABER 700173 DETAIL: DSS DATE: 5/ 5/ 0 i 20'--0" 50'-9" OUT -TO -OUT OF STEEL 20,--0" PURLIN LAP E-3 P-1(Typ) P-3(Typ) E-1 RF1 -1 E--2 r RF1-1 CdV Ce\ S RF -1 E-2 RF -1 2'-1 3/41" 2'-1 3/4f" 2'-1 3/4" 12'-1 3/4" ROOF FRAMING PLAN 20'--0" P-3(TYP) P-1(Typ) E-3 ER -2* EC -3 EC -5 EC -5 EC -2 ER -2 U W P5- (20) 0 N ROOF SHEETING PANELS: 26 Goivalume fA:',.;c b4.• ,rte c) :U EG E ap a ROOF MEMBER TABLE MARK PART LENGTH P-1 P-2 P-3 E-1 E-2 E-3 CB -5 CB -6 PZE08304 PZE08304 PZE08304 PDLO8PO4 PDLO8PO4 PDLO8PO4 1/4" STR _ 1/4" STR 22'-1 24'-3 22'-1 19'-1 1 19'-11 19'-1 1 22'-1 " 19'-0" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" BRACE GRIP DEAD END COLUMN OR RAFTER WEB CABLE EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WASHER AND EYEBOLT HILLSIDE WASHER FLAT WASHER NUT DIAGONAL CABLE, EYEBOLT END NOTE: Only 4 bolls req'd in splice BOLTS, 0.5" ROOF x 1.D' (TYP) PURLIN .4146094""4.:t1 ioN A>' SENT EL `=RAFN�iRR FBRACE ROOF PURLIN TO INTERIOR FRAME RAFTER Takin, Pride In Building Excellence PACE Na BUILD/ SYSTEMS 237 SOUTH 4TH ST (800) 327-0790 603 COUNTY ROAD 221 RIFLE, CO 8/650 ROOF FROM/NC DESIGN' DSS NUMBER T00173 DETAIL: DSS DATE 5/ 5/ 0 1 (Q, S.R. OVERHEAD DOOR SPRI OVERHEAD BRAND DOORS OPENING WIDTH PAD LOCATION FOR ADDITIONAL SHAFT BRACKETS FOR DOORS OVER 18'-3' WIDE -� r , CENTERLINE ^1-� OF SHAFT L_J S. r - �— f L__.J STEEL PADS FOR SPRING ANCHOR BRACKET MOUNTING SQUARE AND PLUMB JAMB HEADER ° See track detail for headroom clearance dimensions "Not applicable to full vertical track S.R. = Minimum Required Sideroom OPENING HEIGHT SVG PAD LOCATIONS MIDLAND BRAND DOORS OPENING WIDTH _ - CENTERLINE OF SHAFT STEEL PAD FOR SPRING ANCHOR BRACKET MOUNTING SQUARE AND PLUMB HEADER .IAMB J DOUBLE TORSION SPRING LOCATE PAD SO PAD IS CENTERED ON THE DOOR. OPENING WIDTH CENTERLINE OF SHAFT STEEL PAD FOR SPRING ANCHOR BRACKET MOUNTING SQUARE AND PLUMB Aa01I 0 0' zI 1- z z U HEADER JAMB NG HEIGHT z O SINGLE TORSION SPRING. LOCATE PAD SO SPRING IS CENTERED ON THE DOOR. SENTINEL INIZDINC SYSTEMS 237 .701ITR 42W ST ALBION NE 88620 (800) 327-0790 Taking Pride In Building Excellence CUSTOJIER ADDRESS if ADDRESS /2 SPRING PAD LOC49YONS DZSICN:RAPE N. R JOBID FII$. SPRNCRfD..DYC D.4TZ: 2/ 9/98 PAG, Na OV:RHEAD D CONSULT DOOR MANF. SPECS FOR SPRING PAD LOCATIONS NOTE ALL PARTS ARE ATTACHED WITH #12 SDS SCREWS ENDWALL DOOR SPRING PAD FRAMING END VIEW (From B SIDE VIEW 2"x 3"x 16 ga ANGLE ENDWALL RAFTER SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE COLD FORMED RAFTER ON BUILDING INTERIOR SIDE VIEW 2"x 3"x 16 ga ANGLE ENDWALL RAFTER END VIEW (From B1 �—SPRING PLATE HEADER TYP. 2"x 3"x 16 2"x 3"x 16 ga ANGT COLD FORMED RAFTER ON BUILDING INTERIOR W/ MOMENT 2"x 3"x 16 ga ANGLE (Field Bend to Match Roof Pitch) SIDE VIEW ENDWALL RAFTER SPRING PLATE END VIEW (From Bid HEADER TYP. 2"x 3"x 16 ga ANGLE 1 HOT ROLLED RAFTER OR COLD FORMED RAFTER WITH RAFTER RESTING ATOP COLUMNS .D 9:\ dg Interior) g Interior) ANGLE TYP TYP SPLICE Interior) D BACKHANG DETAILS NOTE: Local Dealers for Overhead Brand Doors provide material to back hang the track. PURLIN TYP. 2"x3"x 16 ga. BACKHANG ANGLE TYP DOOR TRACK ENDWALL DOOR TRACK HANGING DETAIL PURLIN �-- 2"x 3"x 16 ga. BACKHANG ANGLE TYP ry DOOR TRACK SIDEWALL DOOR TRACK HANGING DETAIL EAVE STRUT co SPRING PLATE HEADER TYP. 2"x 3"x 16 ga ANGLE SIDE VIEW END VIEW (From Bldg Interior) SIDEWALL DOOR SPRING PAD FRAMING DETAIL SENTINEL aWLDINc SYSTEMS 237 soura 4TH .57' .11SION, NA' 686 '0 (800) 327-0790 Tacking Pride In Building Excellence ADDRESS if ADDRESS 12 redo JOBID SPRING PLATS DETAILS Dgslcw RATE9 'a& SPRNCPLIDM DAM 2/ 448 PICK Na le7 [[O STANDARD ENDWAI THE STANDARD BEARING Et FRAME UTILIZES THE DIAPH ACTION OF THE WALL PAM - TRANSMIT LATERAL WIND 0; FORCES TO THE FOUNDATI{ DIAPHRAM ACTION IS INADE' RESIST THESE FORCES ONF FOLLOWING METHODS WILL TO SATISFY THE REQUIREMF OPTIONAL CABLE WHEN DIAPHRAM ACTION OF IS INADEQUATE, THE FIRST F TO ADD CABLE BRACING BE; COLUMNS. IN CASE, FLUSH QUIRE FIELD SLOTTING TO A( CABLES. CABLES CAN ALSO ROOF BETWEEN ENDWALL RP FRAME TO TRANSFER THE LA THE ENDWALL. OPTIONAL FIXED Bt IF THE ENDWALL FRAMED OP ARE PLACED THAT CABLE BR. CAN NOT BE PLACED, THEN CORNER COLUMNS MAY BE t_ CORNER COLUMNS WILL INDL TO THE FOUNDATION REQUIRI NOTE PANEL D IAP H SAM ACTION IS ALL OTHERS AE OPTIONS L BRACING DWALL :AM TO SEISMIC NI. IF THIS !DATE TO OF THE jE USED NITS. PURLIN CLIP EAVE STRUT CLIP GIRT CLIP RACING HE PANELS TERNATIVE 1S :'EEN ENDWALL ARTS WILL RE- COMODATE THE 3E ADDED TO THE TERS AND MAIN ERAL FORCES OF RAFTER FLANGE BRACE PURLIN EAVE STRUT COLUMN BC CLIP SE CORNER COLUMNS NINGS CING IXED BASE QED. FIXED 2E A MOMENT G SPECIAL FOUNDATION DESIGN STA \DARD GIRT OPTIONAL HALF LOAD FRAME A MAIN FRAME MAY BE USED INSTEAD OF A BEARING END FRAME. IF CABLE BRACING COULD NOT BE USED WALL PANEL MEMBER SCREWS ATII" ON 0.C. INSIDE CLOSURE, HEAD TRIM HEADER HEADER DETAIL FOR FRAMED OPENING " SCREW AT 20" O.C. JAMB JAMB TRIM PANEL JAMB DETAILS FOR FRAMED OPENING MEMBER SCREW STEEL LINE - STITCH SCREWS AT 20" O.C. (TYP) PANEL CORNER TRIM _OUTSIDE CORNER DETAIL RAKE TRIM MEMBER SCREWS —/ STITCH SCREWS ---- A T AT 12" O.C. Oz#SrD CLOSURE WALL PANEL RAKE DETAT� PAVE TRJM 1/2 STITCH SCREWS -' AT 12" ON Q.C. WALL PANEL-/ 3 1' (4)RUN Or TAPE MASTIC x."sFpF �-- =WALL S DI U€ 3" •s PEAT( PANEL SI& ABOUT WALL PANEL MEMBER SCREWS AT 6" O.C. INSIDE CLOSURE -a MASONRY --' FLASH (OPTIONAL) OPEN FOR M (WITH SILL POOP sta. LINE STIT04 SCREWS AT a?' C.C. WITH CONTINUOUS TAPE SEALANT UNDER' TIM RAKE ANGLE OPTION- AL) PURLIN (BEYOND) WITH SHEETED ENDWALL 1 INSIDE CLOSURE w/ CONTINUOUSTTAPE SEAL TOP & BOTTOM MElIOI=r .SCREW `ROOF PANEL MEMBER SCREW EAVE STRUT ps CLOSER EAVE MEMBER *12 x 1 1/4'l STRUCTURAL PA8TENE- (S' O/C) AT EAVE *12 X 1 1/4' STRUCTURAL FASTENER (12' O/C) AT INTIK, 3IR73 IIIIii' *14 X 3/4' $TITCH G A S,FASTE1(2) WHE(1) N BETWEEN SPACE EXCEEDS V -C' 4 111° *12 X 1 1/4' STRUCTURAL FASTENER (4' 0/C1 AT BASE MASONRY ANCHORS //1- SILL (BY OTHERS) ANGLE MASONRY (BY OTHERS) .SONRY NGLE) $1 UCTIRiAL FASTENER T ^ (e' OIC) re—. STITCH FASTENER TYPICAL SPACING AT RIDGE CAP & END LAPS STRUCTURAL FAET!NE T (12' O/C) 1 T STITCH FASTENER (2 O t'p,/G) TYPICAL SPACING AT INTERMEDIATE PURLINS STRUCTURAL FASTENER 11' O/C)' TYPICAL SPACtM° AT LAVE PURLIN STITCH FASTENER TOWARDS RIDGE 111•I11111111I•111f ji1iI r D T 1 ©7 ROOF SHEETING MASTIC APPLICATION DETAIL TO IN PLACE PANEL RE URN'LIASTIC DOWN PURLIN BEARING EDGE AND RETURN S' DETAIL \2143/ 20 L 1 CA TJIiV C S UR EAVE TRIM I.S. CLOSURE (Optional on Vaturlaster buildings - check contract) PRE -FORMED R TWO BEADS OF MASTIC ROOF PANEL �� I.S. CLOSURE W/ MASTIC ON NON-ADHESI E SIDE 0.5. CLOSURE EAVE STRUT �- WALL PANEL BASE ANGLE/CHANNEL SECTION THROUGH SIDEWALL NOTE: ALL BUILDING MODELS HAVE MASTIC IN ROOF PANEL SEAMS. FORTRESS BUILDING MODEL HAS MASTIC IN WALL PANEL SEAMS. IJGE CAP TAPE SEALAIVT sL RIDGE ROLL (Std on Valurnaster) O.S. CLOSURE (MASTIC TOP & BOTTOM OF CLOSURE) RAKE TRIM 0.S. CLOSURE I.S. CLOSURE (Optional on Valurnaster buildings - check contract) ROOF PANEL ROOF PURLIN WALL PANEL BASE ANGLE/CHANNEL SECTION! THROUGH ENDWALL Taking Pride In Building Excellence SENTINEL CUSTOMER BUILDING SYSTEMS ADDRESS 11 237 SOUTH 4TH ST ALBION. NE 68620 ADDRESS #2 (800) 327-0790 eER JOBID PACE Na =WRNS ,t SEALANT' 'WAIL 2 DESIGN.• 4478 r CLOS PILE: CLOSLOC..Drc Mir 7/15/98 1 1 1 1 1 1 BASE TRIM HEAD TRIM HEADER JAMB COVI- STANDARD TRIM PLAC JAMB TRIM CORNER TRIM ,ME\T EAVE TRIM Sentinel wilding Systems STD TRIM PLACEMENT ZZ, PROJECT PROJECT JOB NO. 'DWG. A I DATE 6/13/95 I DRAVN� TOP OF ROOF SHEET 28' r - - r - - r - r r - ENDWALL SHEETING --4- fwL SHEET ANGLE USE FOR 3 : 12 RC= SLOPE ONLY INNER CUT DETAIL TOP OF ROOF SHEET - 3 0' 10' ENDWALL SHEETING ---- +N SHEET ANGLE USE PER 4 X12 ROOF SLOPE ONLY NOTES; (1) MAKE CUTS ON OPPOSITE CORNER FOR WALL SHEETS ON OPPOSITE SIDE OF THE RIDGE. :2) BUILDINGS WITH SLOPE LESS THAN 2:12 NEED NO FIELD MODIFICATION TO ENDWALL SHEETS NDWALL SHEETS, :3) ALTERNATE METHOD FOR TRIMMING ENDWALL SHEETS IS TO INSTALL AND USE SHEET ANGLE ',S GUIDE FDR CUTTING CORNER ON SHEETS. Sentinel Building Systems PROJECT ENDWALL SHEETING CORNER CUT DETAIL JOB 1 114/G. G. J DATE 2/15/99 DRAIN DSS 23 1 1 I 1 1 1 1 1 SECTION THRU RAKE END EAVE TRIM EAVE STRUT SIDEWALL SHEET SECTION THRU EAVE E' SIDEWALL SIDEWALL SHEET RAKE TRIM CLOSU NOTE; SHEET ANGLE CAN BE PUT ON BOTTOM OF PURLINS/EAVE STRUT L C 1C TRIM SHEET SHEET ANGLE SAVE STRUT ROOF SHEET CORNER DETAIL ROOF SHEET 111 ::NER TRIM RAKE TRIM ENDWALL SHEET FINISHED CORNER DETAIL RAKE TRIM ENDWALL SHEET Sentinel Building 2'4 Systems PROJECT ST. BUILDING CORNER DETAILS [ A (DATE 6/13/95 I DRAWN JR JOB NO. w 9/16" DIA. �3• E 5/16' DIA. TYP. J Z 3/4' 2 1/4' 3/4' FLANGE BRACE SIDE 1 112' 3/4' PURLIN/ GIRT SIDE �---- 3 1/8'� FORMED VIEW MAT'L THICKNESS = 1/8' USE PART FLANGE BRACE TO PURLIN/GIRT FESS 9/16' X 3/4' SLOT 9/16' DIA, } c 0 1 1/4' 2' 2' 6 1/2' 1 1/4' COLUMN SIDE FLOOR SIDE e f'9 L -----3 3/8'----1 FORMED VIEW MAT'L THICKNESS = 3/16' USE PART BASE ANGLES FOR DOOR JAMBS DJBA 9/16' X 3/4' SLOT TYP. tif 1 1/4' 1 3/4 3/4, 3/4' 6' 1 1/4' FORMED VIEW MAT'L THICKNESS = 3/16' USE PART DOOR HEADER TO DOOR JAMB 76575 Sentinel Building Systems PROJECT STANDARD CLIPS NDB JOB F N06. DATE 2/8/1999 DRAWN DSS 25 SAVE STRUT SIDE 5' JAMB SIDE I------3 1/8' FORMED VIEW MAT'L THICKNESS = 1/8' USE PART DOOR JAMB TO EAVE STRUT JMES 1 1/4' 2' COLUMN SIDE 13/16' X 1' SLOT r13/16' DIA. C J 0 1 1/4' 2' COLUMN SIDE 1 1/4' FLOOR SIDE -----3 3/8'----I FORMED VIEW MAT'L THICKNESS = 3/16' GIRT SI USE PART USE BASE ANGLES FOR C&D COLUMNS CLBA DOOR JAMB TO WALL GIRT X 3/4' SLOT TYP. z 1 1.4 j=-2 1/2' IO 1/2' 3 1/2' 1/4' GIRT SIDE 7 3/B' FORMED VIEW MAT'L THICKNESS = 3/16' USE PART CLIP TO CLOSED SIDE 76830 COLUMN /-5/16' DIA. TYP, N ti "TP B' JAMB SIDE 5 7/8' FORMED VIEW MAT'L THICKNESS = 1/8' Sentinel uHding Systems PROJECT STANDARD CLIPS EB JOB No G. BATE 2/8/1999 I DRAWN DSS I 1 L, HEAD TRIM GAUGE 26 lir GIRTH S 1/2" 3'-4" 7'-2" 8'-2" 10'-2" 12'-2" 14'-2" ITHT03 ITHT07 ITHTO8 ITHT10 JTHT12 ITHT14 EAVE TRIM JAMB .TRIM S1M.P t 11p" GAUGE 26 Color Skis GIRTH .5 114" 7'-2" ITJTO7 10'-2" ITJT10 ITJT12 14'-2" JTJT14 16'-2" ITJT16 RAKE TRIM GAUGE 26 STANDARD 10'-1" !TET10 20'-3" ITET20 PEAK BOX 1:,2 • Specify will. GAUGE 26 GIRTH 22 114" monouni FIXED ITPBF GIRTH 8 718" CLOSURE (SPLICE TO END OF RAKE TRIM) ITRTC 7-J RAKE TRIM 3112 GAUGE 26 GIRTH 20 3/4" RAKE TRIM 10'-1" ITRT10 201.3" ITRT20 01....E GAUGE �1llltiI• BASE (fie tl�; Color SW* 2 101' GAUGE 26 OUT Calor Bide 4. GAUGE 26 111.11 &if 11 MRXIEEILIM -1E i MMIEVAMII E BASE I>it1 L1 mil 1411451 GIRTH 5 3/4" TRIM. GIRTH 8. 3/4" I D E GIRTH 14"• Mat' GUTTER GAUGE 28 GIRTH 18 112" STANDARD 10'-1" ISTG10 20'-3" ISTG20 GUTTER END CAP 1i -,ISA GAUGE 26 GIRTH 12" STANDARD ISTGEC GUTTER STRAP GAUGE 26, GIRTH 3 112" GUTTER STRAP G" ITGS CORNER SO Colorado GAUGE 26 GIRTH 12" OUTSIDE CORNER Specify right or left hand_ Available in 1:12 pitch only. 1TOCB DOWNSPOUT -1 GAUGE 26 GIRTH 16" WITH K1CKOUT 10'_1" 1DSK10 12'-2" 1DSK12 14'-2" 1DSKI4 16'-2" IDSK16 2.0'-3" 1DSM 3115 STRAP 41M GAUGE 26 Color SW. GIRTH 12 114" STRAP 2" WIDE (TOSS 27