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Home My WebLink About14451 N. Greenbelt ParkwayI, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or NTRACTORCircle one) Date I. This permit was issued majedd rmation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Isuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new perinit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any L) applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.JE IT 04V / - - Z AA.� .( Signature of Chief Building Official Date I' REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Comm. Accessory Stru PERMIT - 201601566 PERMIT NO: 201601566 ISSUED: 10/20/2016 JOB ADDRESS: 14451 N Greenbelt PKWY EXPIRES: 10/20/2017 JOB DESCRIPTION: 225 sq ft picnic shelter along clear creak *** CONTACTS *** OWNER (303)205-7553 CITY OF WHEAT RIDGE GC (303)530-5319 Derek Walker 160208 Shelter Specialist LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 303 / BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 29,642.33 FEES Total Valuation 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A 3rd party welding inspection is required. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or NTRACTORCircle one) Date I. This permit was issued majedd rmation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Isuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new perinit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any L) applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.JE IT 04V / - - Z AA.� .( Signature of Chief Building Official Date I' REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. t City of Wheat . idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a�cimheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # , x,00)5&(� Plan Review Fee: nC) -;�-P Building Permit Application *'* Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 14451 North Greenbelt Parkway Property Owner (please print): City of Wheat Ridge - Mark Ruote Phone: 303.205.7553 Property Owner Emaii: mruote@ci wheatridge co us Mailing Address: (if different than property address) Address: 9110 West 44th Avenue City State Zip: Wheat Ridge, CO 80033 Arch itect/Engi neer: City of Wheat Ridge - Mark Ruote Architect/Engineer E-mail: mruote c1d.wheatridge.co.us Phone: 303.205.7553 Contractor: Shelter Specialist., LLC Contractors City License M 160208 Phone: 303.530.5319 Contractor E-mail Address: info(�Oshelterspecialist. net Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: KECI Colorado, Inc. Other City Licensed Sub: City License # 20449 City License # Complete all information on BOTH sides of this form N COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ® COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Picnic shelter along Clear Creek trail. Sq. Ft.lLF 22S SF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) of (OWNER) QCONTRACTOR Electronic Sienature (first and last name): Steve O'Hanlon DATE: 10/5/2016 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer Building Division Valuation: $ ALL DIMENSIONS SHOWN SPRINGING OFF OF THE SLAB EDGE ARE MINIMUMS. OWNER TO DETERMINE SLAB SIZE PRIOR TO CONSTRUCTION. SEE COLUMN FOUNDATION I I 4 DETAIL ON THIS SHEET. I I I • 1 I I I I I I I I I I I I I I I I yy I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 11 I �V II jVV I • I I I I I L___+___________________________________+___J I I 9'-0'CENJC PIER 17-4' OUT/OUT OF SLAB FTG,8 COL, 4• 4• FOUN ION PLAN TEKS SELF -DRILLING SCREWS Q 12' O.C. 24' 8' SCALE: 1/2' = 1'-0' Validity of permit:-;§(6;�ea ��jP I H I H I I I I 11 II I I I I n n I- -/ b 1(4 f OPProvol of. any violotton to an q 11 j 1 T__ U T_ LI 314.0 x 24• A307 A.B.'S w/ 114' x 3• SQUARE WASHER (w/ 13116'0 HOLE O.C.) TACK WELDED TO HEAD. 0 o EV 8- s a-17.16 _ -- (4)- 94 VERTICAL REBAR g 03 HORIZONTAL TIES @ 8' (2) - 44 BARS CONTINUOUS O.C. MAX. PLAN n I I W mo d �a F�n = 44663 �1 TEKS SELF -DRILLING SCREWS Q 12' O.C. 24' 8' 4' Validity of permit:-;§(6;�ea ��jP I H I H I I I I 11 II I I I I n n 1}' MAX., 1• MIN. LEVELING NUTS METAL END CA NON -SHRINK GROUT specifications and Computations, 13:44:244`1129 on f OPProvol of. any violotton to an q 11 j 1 T__ U T_ LI 314.0 x 24• A307 A.B.'S w/ 114' x 3• SQUARE WASHER (w/ 13116'0 HOLE O.C.) TACK WELDED TO HEAD. 0 o EV 8- s a-17.16 _ B UIL�DT1JCi $� y a eoT Ori � BUILDING LOCAT0p:ot" ?1Ce$ of they1'b4�! THIS g p r d I ti 1 W I CERTIFICATION OF DRAWINGS IS FOR THE ONE 4/ 4 4/12 n I I W O = 44663 �1 3• CLEAR 2'-0'0 __�f COLUMN FOUNDATION DETAIL COLUMN BASE REACTIONS: Vot.-. = 2.05oe Voea•esmx 000 Ifm.oe = 300a . CC Mo.T e+-. = 1 BOOB -n EC -1L CC -13 EC -IR II Y I n l Y I 1 0 1 a d a I C-1 FA C-1 I 5-1 S -Z 5-1 I I I I S\PCH CB oNG ecaENs W�� SPp F �µaJNC' i SECTION B 1 ROOF DECK SUPPLIER TO PROVIDE A UNIVERSAL RIDGE CAP (SEE DETAIL ON SHEET 3) 1}' x 249a. x 501ksi MEGA -RIB PREFINISHED ROOF PANELS (3'-0• COVERAGE PER SHEET) SHALL BE ATTACHED PER DETAILS ON SHT. 3. 05 E\,f DaIL�\PNR1B // Pt OENtER Of "Opt 9I`1'1ELs 1-\Ej PL MET ENO CIP?O C \N ENO Cgs 114 0NEEP HOLES PZ 1Z 6'-0' TO BLDG. CL DECK EDGE DETAIL METAL ROOFING NOTES: CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL PRIOR TO INSTALLATION. METAL ROOFING SHOULD BE STORED INDOORS OR WHEN STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH FINISHED FACE UP AND SLOPED TO DRAIN. DURING INSTALLATION, ALL METAL SHAVINGS MUST BE REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS. I SYMM. ABOUT 1 II T I: I II 11 _ II � 11 SECTION K A A @R p ANELS 12 \'�95• 4 i CONTRACT NOTE: Reference accepted proposal and/or exerted Contract for Identification of Items furnished by RCP Shelters, Inc. Any nem nor specifically Included shall be provided by owner. Installer or others. Some items are specifically noted as N.I.C. (not In contract). STEEL 8 HARDWARE SHOP NOTES: 1. All steel plate to be ASTM A36. 2. Steel lubes to be ASTM A500 Grade B. Fy=46 ksl. 3. All welding Is to be done in accortlance with latest AWS standards. If welds are not specified, all welds are to develop toll trength of al component pans. 4. All bolts to be ASTM A325. Exception: Anchor Why and all bons smaller than 1,2'0 to be A30/. 5. All holes in steel to be 13116'0 unless noled otherwise. 6. All fabricale.d steal to be powder coated: color selecerl by owner. 7. Hardware tits. nuts. washers. etc.) to be furnished black unless noted to be hot -dipped gahenved. Shop to verify hole tolerances and tolerances of threaded parts for compatibility or the gahanized parts only. CONCRETE NOTES: 1. Remove all organic material and topsoil from slab area. Verify suitabiiry of subgrade. Footings are to bear on undisturbed. natural '00 or engineered fin. Both are to be Com Compacted to 95% Proctor density. 2. Prepare slab with min. 8' Compacted sand, gravel, or crushed rock 3. Concrete slab to be 4" thick. Reinforce slab with 6x6 -wt 4x.1.4 welded wlre fabric al mid -depth. Lap spllces 8'. All.: Fiber mesh admixture (min. 1.5elc.y., fibrilated polypmpylene). 4. Edge of slab to be thickened to min. 8' deep x 8' wide reinforced with 2-14 continuous rebars. Lap splices Tran. 24'. 5. In localkma subject to frost. Install isolation joint, max. 1/B' wide. around column piers using diamond cr cimular layout. Wtre mesh shall be Interrupted at Isolation joints. 6. Install Crack Control joints (3116' wide x V deep) at 8 t 12'..C, 7. Concimm slabs in open areas are to be sloped lot drainage from center to edge and away from Columns. Surface Is to be tightly broomed or have a wood troweled finish. 8.Concrete slabs in enClosed areas are to have positive drainage to floor drains and have a roweled finish. 9. Concrete slab, foundation, rear, wire mesh, leveling nuts, grout 8 anchor Its lif required) are N.I.C. 10.A1 conCTele rernlorcing steel to be grade 60. deformed bars. 11. P. of "r cm a to be 3000 psi @28 days for foundation. F'r of concrete to be 35M psi Q 28 days for slab, air -entrained. 12. AN concrete work to be in accordance w/ latest ACI code. 13.Assumed allowable soil bearing pressures: 2000 psf vebcal bearing, 150 pd passive lateral bearing. 11 is Ne Owners esponsibtlny to verify that Me allowable soil bearing values at the site meet or exceed these as surt d values. 11 Me act-) values are lower than the assumed values. the foundations must be redesigned (N.I.CJ. ERECTION NOTES: All steel members must be property bated until the complete shuclural system has been co istruded. Correction of Moor misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection. In the event of once, defect In materials. and/or workmanship of shop work which prevents proper assembling and fitting up of parts by the moderate use of drift pins. or reaming, immediately report to the seller and obtain sellers approval of the method of correcllon. Bolts through sloflod holes In stool are to be left finger tight only to allow for future movement. Other bolts are to be snug tight. Torque measurement is not required. NOTE: This building has been designed as a free standing. open structure. If walls are 10 be added. or h the building is to adjoin another structure. or h other modalrations are to be made. Ore structure must be re -engineered prior to Mese mod2llons (by others). DESIGN CRITERIA: 2012 International Building code w/ Amendmen:s Type of _ lon- Oeduplrlq• : B Assembly A-3 / Bund Occu alley Category 11 II 7 LIq / l/L Roof Meg = Building Volume = 1,280 fls ROOF DL \ Metal Roofing 6 Fen 1.2 psr Mise. 0_8 Total = 2 psf • weight of framing FLOOR LL L - 100 psf ROOF LL L. = 20 psf ROOFSL Ps = 43 psi (Ground Snow) Pn = 0.7 Pii C. -C; y C.•1.0, C,=1.2, Is=1.0 P, = 36 psf P.=Pir. 4:12 pitch: C. - 1.0, P. - 36 psf WIND LOAD Risk C mgory II V,i = 136 mph. V_f = 105 mph Exposum C'. Open Building w/GC .0 Component 8 Cladding Wind Fees Pressure = 67 psf 8 Suwon = -62 psf SEISMIC k = 1.0 Ss = 0.192. S, - 0.060 She Class D (ass amedJ, So = 0.205. SSd,d�� zi Selsmic Des'ig legory ff, City Of EquN I nt W�Iwh& r``■ CaniilevereR=1.25CMUNITY DEVEIJoPMENT Wheat Ridge Buildni Division Approved Pans '�aminer fit• Q U CD U N ~ W NW (3 uJo U Q 1 IY W Q W J 5 U Daniel P Seymour ea aG 16-189 Validity of permit:-;§(6;�ea ��jP I O specifications and Computations, 13:44:244`1129 on f OPProvol of. any violotton to an q O I 0 o EV 8- s a-17.16 _ B UIL�DT1JCi $� y a eoT Ori � BUILDING LOCAT0p:ot" ?1Ce$ of they1'b4�! THIS g p r d I ti 1 W I CERTIFICATION OF DRAWINGS IS FOR THE ONE 4/ 4 4/12 n I I W O = 44663 �1 EEC ,oe all- 11726 ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF MATERIALS ARE PAID FOR IN FULL. I I Z -ET rq.: IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN CONSENT OF RCP SHELTERS. INC., OR IF PAYMENT IS NOT ' -%/f' 1 MADE IN FULL. THEN CERTIFICATION BECOMES NULL 6 VOID. 7 F "' I � I S-1 F-1 S-2 C-1 C-1 I 4a1 d I 4 .- n a t I1 l II O EC -IR C 13 EC41L B I� P-2 8 P-0 �' P-1 8 P4 1 4TOP Q TOP Iq•S• q•S• I I.,. 9-0' CENJCEN. OF COLS 1'-6• 12'-0' OUT/OUT OF ROOF ROOF FRAMING PLAN SCALE: 112' = 1'-0' S\PCH CB oNG ecaENs W�� SPp F �µaJNC' i SECTION B 1 ROOF DECK SUPPLIER TO PROVIDE A UNIVERSAL RIDGE CAP (SEE DETAIL ON SHEET 3) 1}' x 249a. x 501ksi MEGA -RIB PREFINISHED ROOF PANELS (3'-0• COVERAGE PER SHEET) SHALL BE ATTACHED PER DETAILS ON SHT. 3. 05 E\,f DaIL�\PNR1B // Pt OENtER Of "Opt 9I`1'1ELs 1-\Ej PL MET ENO CIP?O C \N ENO Cgs 114 0NEEP HOLES PZ 1Z 6'-0' TO BLDG. CL DECK EDGE DETAIL METAL ROOFING NOTES: CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL PRIOR TO INSTALLATION. METAL ROOFING SHOULD BE STORED INDOORS OR WHEN STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH FINISHED FACE UP AND SLOPED TO DRAIN. DURING INSTALLATION, ALL METAL SHAVINGS MUST BE REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS. I SYMM. ABOUT 1 II T I: I II 11 _ II � 11 SECTION K A A @R p ANELS 12 \'�95• 4 i CONTRACT NOTE: Reference accepted proposal and/or exerted Contract for Identification of Items furnished by RCP Shelters, Inc. Any nem nor specifically Included shall be provided by owner. Installer or others. Some items are specifically noted as N.I.C. (not In contract). STEEL 8 HARDWARE SHOP NOTES: 1. All steel plate to be ASTM A36. 2. Steel lubes to be ASTM A500 Grade B. Fy=46 ksl. 3. All welding Is to be done in accortlance with latest AWS standards. If welds are not specified, all welds are to develop toll trength of al component pans. 4. All bolts to be ASTM A325. Exception: Anchor Why and all bons smaller than 1,2'0 to be A30/. 5. All holes in steel to be 13116'0 unless noled otherwise. 6. All fabricale.d steal to be powder coated: color selecerl by owner. 7. Hardware tits. nuts. washers. etc.) to be furnished black unless noted to be hot -dipped gahenved. Shop to verify hole tolerances and tolerances of threaded parts for compatibility or the gahanized parts only. CONCRETE NOTES: 1. Remove all organic material and topsoil from slab area. Verify suitabiiry of subgrade. Footings are to bear on undisturbed. natural '00 or engineered fin. Both are to be Com Compacted to 95% Proctor density. 2. Prepare slab with min. 8' Compacted sand, gravel, or crushed rock 3. Concrete slab to be 4" thick. Reinforce slab with 6x6 -wt 4x.1.4 welded wlre fabric al mid -depth. Lap spllces 8'. All.: Fiber mesh admixture (min. 1.5elc.y., fibrilated polypmpylene). 4. Edge of slab to be thickened to min. 8' deep x 8' wide reinforced with 2-14 continuous rebars. Lap splices Tran. 24'. 5. In localkma subject to frost. Install isolation joint, max. 1/B' wide. around column piers using diamond cr cimular layout. Wtre mesh shall be Interrupted at Isolation joints. 6. Install Crack Control joints (3116' wide x V deep) at 8 t 12'..C, 7. Concimm slabs in open areas are to be sloped lot drainage from center to edge and away from Columns. Surface Is to be tightly broomed or have a wood troweled finish. 8.Concrete slabs in enClosed areas are to have positive drainage to floor drains and have a roweled finish. 9. Concrete slab, foundation, rear, wire mesh, leveling nuts, grout 8 anchor Its lif required) are N.I.C. 10.A1 conCTele rernlorcing steel to be grade 60. deformed bars. 11. P. of "r cm a to be 3000 psi @28 days for foundation. F'r of concrete to be 35M psi Q 28 days for slab, air -entrained. 12. AN concrete work to be in accordance w/ latest ACI code. 13.Assumed allowable soil bearing pressures: 2000 psf vebcal bearing, 150 pd passive lateral bearing. 11 is Ne Owners esponsibtlny to verify that Me allowable soil bearing values at the site meet or exceed these as surt d values. 11 Me act-) values are lower than the assumed values. the foundations must be redesigned (N.I.CJ. ERECTION NOTES: All steel members must be property bated until the complete shuclural system has been co istruded. Correction of Moor misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection. In the event of once, defect In materials. and/or workmanship of shop work which prevents proper assembling and fitting up of parts by the moderate use of drift pins. or reaming, immediately report to the seller and obtain sellers approval of the method of correcllon. Bolts through sloflod holes In stool are to be left finger tight only to allow for future movement. Other bolts are to be snug tight. Torque measurement is not required. NOTE: This building has been designed as a free standing. open structure. If walls are 10 be added. or h the building is to adjoin another structure. or h other modalrations are to be made. Ore structure must be re -engineered prior to Mese mod2llons (by others). DESIGN CRITERIA: 2012 International Building code w/ Amendmen:s Type of _ lon- Oeduplrlq• : B Assembly A-3 / Bund Occu alley Category 11 II 7 LIq / l/L Roof Meg = Building Volume = 1,280 fls ROOF DL \ Metal Roofing 6 Fen 1.2 psr Mise. 0_8 Total = 2 psf • weight of framing FLOOR LL L - 100 psf ROOF LL L. = 20 psf ROOFSL Ps = 43 psi (Ground Snow) Pn = 0.7 Pii C. -C; y C.•1.0, C,=1.2, Is=1.0 P, = 36 psf P.=Pir. 4:12 pitch: C. - 1.0, P. - 36 psf WIND LOAD Risk C mgory II V,i = 136 mph. V_f = 105 mph Exposum C'. Open Building w/GC .0 Component 8 Cladding Wind Fees Pressure = 67 psf 8 Suwon = -62 psf SEISMIC k = 1.0 Ss = 0.192. S, - 0.060 She Class D (ass amedJ, So = 0.205. SSd,d�� zi Selsmic Des'ig legory ff, City Of EquN I nt W�Iwh& r``■ CaniilevereR=1.25CMUNITY DEVEIJoPMENT Wheat Ridge Buildni Division Approved Pans '�aminer fit• Q U CD U N ~ W NW (3 uJo U Q 1 IY W Q W J 5 U Daniel P Seymour ea aG 16-189 Validity of permit:-;§(6;�ea ��jP R 6_17-16 specifications and Computations, 13:44:244`1129 on f OPProvol of. any violotton to an q DESIGNcfim _ m, h EV 8- s a-17.16 _ B UIL�DT1JCi $� y a eoT Ori � BUILDING LOCAT0p:ot" ?1Ce$ of they1'b4�! THIS �_ .t- Volid. - oda REV• CERTIFICATION OF DRAWINGS IS FOR THE ONE - U'o 2•, d SHOe oWG Np.: SH 9936 BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS = 44663 �1 EEC ,oe all- 11726 ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF MATERIALS ARE PAID FOR IN FULL. �pet� ysrr '•� (,"`��•,,•�'�\N�p` -ET rq.: IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN CONSENT OF RCP SHELTERS. INC., OR IF PAYMENT IS NOT ' -%/f' 1 MADE IN FULL. THEN CERTIFICATION BECOMES NULL 6 VOID. 7 F "' END PLATE CENTEF END OF TUBE S-2 SAME AS OPP. END HSS 4x2x.1196 T -51r TUBE LENGTH PURLIN P-1 1-REQ'D PLAN 3'0 ACCESS HOLE IN N.S. ONLY — �f fj—I RBOOO401x02A00.5000 S2 I U ERECTOR NOTE: SEE DECK SUPPORT CAP DETAIL FOR CAP ATTACHMENT. PLAN 3'0 ACCESS HOLE IN N.S. ONLY HSS 4x2x.1196 = (- S, S1 SAME AS OPP. END 7',9W TUBE LENGTH PURLIN P-2 2-REQ'D PUODD004x02ADD.5D00 CENTER PLATE ON END OF TUBE RS -1 2 REQ'D. RIDGE SUPPORT RIDGE ATTACHMENT DETAIL ERECTOR NOTES: 1. CENTER RIDGE SUPPORTON BEAM AND ATTACH WITH 612.24 x 1 1/4' SELF -DRILLING SCREWS Q 16' O.C. AND 4' MAX FROM ENDS PRIOR TO BUILDING ASSEMBLY. 2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION: RS TO STOP APPROXIMATELY U2' FROM EDGE OF TOP ACCESS HOLE(S). FIELD CUT RS TO LENGTH AS REDO. DECK SUPPORT CAP DETAIL FRAME F-1 2-REQ'D CONSISTS OF: 2 - TUBE A 2 - END PLATE (EP0O00D5x 5A00.1196) 2 - BOTTOM PLATE (1-18040605xOSA00.3750) 2 - BACKER PLATE (FR000405451500.2500) i e V-74' TUBE LENGTH k PURLIN P-3 2-REQ'D ERECTOR NOTE: rnoi. Ho. 16-189 O O SEE DECK SUPPORT CAP DETAIL FOR CAP ATTACHMENT. N o = Q N SH 9934 fA E U U r 3 2 OF 3 H � LLT � N ~LL LL a w c� ..�� PLAN Z y — N NO x_ CV w o PLAN m Y C) Ul � O � � a P0000004z02AOO.SM HSS 4222.1196 EPOOOOO4x02A00.,,98 0 CENTER PLATE ON w U CENTER PLATE ON END OF TUBE END OF TUBE 3'IIACCESS HOLE W v JW Q IN N. S. ONLY �� Q w OV 2 PURLIN P4 4-REQ'D U) 0.o F N E W 8 O- - HSS 4x22.1196 ~ RB020404zD2A00.1198 a -U)�� U N O N CENTER PLATE ON n/ Z L _ END OF TUBE S-2 N U) c V-74' TUBE LENGTH k PURLIN P-3 2-REQ'D ERECTOR NOTE: rnoi. Ho. 16-189 RAR 6-17-16 W OQ J SEE DECK SUPPORT CAP DETAIL FOR CAP ATTACHMENT. N o = Q N SH 9934 fA E U U r 3 2 OF 3 H � J � N ~LL LL a Ucf ..�� PLAN Z y — N NO x_ 3'0 ACCESS HOLE 2( O U- m IN N.S. ONLY m Y C) Ul O � � a P0000004z02AOO.SM HSS 4222.1196 EPOOOOO4x02A00.,,98 0 CENTER PLATE ON w 0- Z LLI O CENTER PLATE ON END OF TUBE END OF TUBE �' W 5-, JW a Z Z V-7}} TUBE LENGTH OV 2 PURLIN P4 4-REQ'D U) 0.o F N E W 8 U a -U)�� N O N n/ Z L N U) c W o a m J 2 LLI H = W a wheat Ridge lidding o�> �iviS •w r'. 44663 ! _�- rnoi. Ho. 16-189 RAR 6-17-16 , SH 9934 EEC JO!!q. 11724 2 OF 3 SELF DRILLING SCREWS (#I 2x24I #I2x24z 1 12- IMPAX/S, 3/8- MEAD). ROOF RIDGE CAP 1 EACH SIDE OF EACH RIB SELF -DRILLING SCREWS (N74.TIW SCREWS 70 PENETRATE TOP OF TUBE NOT LAP TEK, 3/e' MEAD) DO NOT OVER JUST 110a. BENT PLATE TIGHTEN TO PREVENT DEFORMING OF MATERIAL. OUTSIDE CLOSURE WITH TAPE SEALANT TOP 6 BOTTOM. RIDGE BEAM MB PREFINIEFINISMED ROOF PANELS. DECK DETAIL @ RIDGE BEAM SECTION THRU RIDGE LINE THE ACTUAL ROOF PITCH MAY VARY FROM THESE GENERAL DETAILS. MEGA -RIB PREFINISHED PA ROOF PANELS SELF DRILLING SCREWS #14x718 LAP TEK. 318- HEAD SCREWS O (#12x24.1 12' IMPAX15. 318- HEAD). 20.0 .0 MAXIMUM. ON EACH SIDE OF EACH RIB MASTIC TAPE BETWEEN PANELS. STL BEAM 36'COVERAGE SECTION THRU ROOFING PANEL @ SUPPORTING MEMBER SELF DRILLING SCREWS (012.24.1 12• IMPAX/5. 3/8• MEAD). 1 EACH SIDE OF EACH RIB. MEGA -RIB PREFINISHED ROOF PANELS. EAVE BEAM DECK DETAIL @ EAVE BEAM 9" RIDGE CAP 26 GA 14 LN. FT. REQUIRED INSTALLATION: FASTEN RIDGE CAP TO EACH ROOFING PANEL AT EVERY OTHER RIB. (1) SCREW EACH SIDE. \ / I / TRUE PLAN TRUE PLAN ELEV. VIEW CC -11 4 REO'D. ELEV. VIEW CC -13 2 REO'D. CONN S-1 4-req'd. CONN S-2 2-req'd. 4-1 1- CPA -1 412• SQUARE COVERPLATE ASSEMBLY 2. CPA -10 312' SQUARE COVERPLATE ASSEMBLY 2. CPA -10 3 112 SQUARE COVERPLATE ASSEMBLY F 2- 1/2'0 x 612'SOLT 2• 12'0z612'BOLT O O z W I. 34'0 x 7 BOLT (WITHOUT NUT) w � Q J m o = Q aooeoosxosAoo.S000 Fol Z � U) N E § m UU_r3 O O cc J m m 0 BASEPLATE IL LL as c0 H ■ ■ r a 3 PaK No s c.2 —i u) O L 00 LL N NY 70 uE, LL O ■ ■ CL to 1 w Z of O W V4* SIDE —�6t w x ELEV 114.0 WEEP HOLES 5 \ W x z AT 12.0. C. O z METAL DECK END CAP EC -1 R (AS SHOWN)_ 0 i COLUMN C-1 4-REQ'D (n LL ■ ■ 26 GAUGE 2-REQTJ. r V)J N E a O w � 8 METAL DECK END CAP EC -1L (OPPOSITE) U N o N m 26 GAUGE 2-REQT3. n/ i Z , N ERECTOR NOTES: a d m 1. BEFORE ATTACHING COVERPLATE 3 ■ ■ 1 1 ASSEMBLY, MAKE SURE THAT THE NUBS ON THE BACKER PLATE FACE THE } w 2 o COVER RATE. W 00 d 2. LOCK NUT IS PRESET IN SHOP, BUT 17 J Gs— G s G GGG— GGGGGGGGaiGG— — MAY BE ADJUSTED SLIGHTLY BJ FIELD o W <�> IF REO'D. FOR ERECTION. N w 3. PLACE COVERPLATE ASSEMBLIES ON ■ ■ 17.0" @ EC•2SIDE TUBES CAREFULLY SO AS TO NOT SCRATCH THE PAINT ON TUBE. COVERPLATE ASSEMBLY ELEV 114'0 WEEP HOLES 4. ERECTION OF COVERPLATE ASSEMBLY: CPA -1 & CPA -10 AT 12' O. C. A PUT ONE END OF BACKER PLATE METAL DECK END CAP EC -2 THRU ACCESS HOLE AND BEHIND TUBE WALL 8. SHIFT ASSEMBLY TO ONE SIDE OF 26 GAUGE 4-REO'D. ACCESS HOLE SO THAT THE OTHER END OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE WALL SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR MATERIAL vRa.Io.: AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING16-189 (�� COVERPLATE BACK AND FORTH INTO city � « POSITION. oRAnR: RAR 8-17-16 C. POSITION ASSEMBLY SO THAT R IS PARALLEL WITH TUBE AND NUBS ON cwltt BACKER PLATE SR INSIDE THE ear nia ACCESS HOLE W/ BACKER PLATE ORIENTED AS NEAR VERTICAL AS#s b'' Re'' DPS S-17.16 POSSIBLE. 4UN#I:�_ ` .R4..!. REVY REV S 44663 5 0°°" "°' SH 6834 `�` EEC J09 Ro_ 11724 '�A�l. �rarcErra: 17%6 3 OF 3 \ CPkCPA-10 O CPA -10 CL040405x05E00.3750 CENTER ON END OF TUBE \ XP ONui J LLI LLJD CPA -10 �1 0/ P�XP�pN rrenn V Q DPA•1 PLAN r^ 0 W => 0 V / QJ LU o N N S U CONN S-1 4-req'd. CONN S-2 2-req'd. 4-1 1- CPA -1 412• SQUARE COVERPLATE ASSEMBLY 2. CPA -10 312' SQUARE COVERPLATE ASSEMBLY 2. CPA -10 3 112 SQUARE COVERPLATE ASSEMBLY F 2- 1/2'0 x 612'SOLT 2• 12'0z612'BOLT O O z W I. 34'0 x 7 BOLT (WITHOUT NUT) w � Q J m o = Q aooeoosxosAoo.S000 Fol Z � U) N E § m UU_r3 O O cc J m m 0 BASEPLATE IL LL as c0 H ■ ■ r a 3 PaK No s c.2 —i u) O L 00 LL N NY 70 uE, LL O ■ ■ CL to 1 w Z of O W V4* SIDE —�6t w x ELEV 114.0 WEEP HOLES 5 \ W x z AT 12.0. C. O z METAL DECK END CAP EC -1 R (AS SHOWN)_ 0 i COLUMN C-1 4-REQ'D (n LL ■ ■ 26 GAUGE 2-REQTJ. r V)J N E a O w � 8 METAL DECK END CAP EC -1L (OPPOSITE) U N o N m 26 GAUGE 2-REQT3. n/ i Z , N ERECTOR NOTES: a d m 1. BEFORE ATTACHING COVERPLATE 3 ■ ■ 1 1 ASSEMBLY, MAKE SURE THAT THE NUBS ON THE BACKER PLATE FACE THE } w 2 o COVER RATE. W 00 d 2. LOCK NUT IS PRESET IN SHOP, BUT 17 J Gs— G s G GGG— GGGGGGGGaiGG— — MAY BE ADJUSTED SLIGHTLY BJ FIELD o W <�> IF REO'D. FOR ERECTION. N w 3. PLACE COVERPLATE ASSEMBLIES ON ■ ■ 17.0" @ EC•2SIDE TUBES CAREFULLY SO AS TO NOT SCRATCH THE PAINT ON TUBE. COVERPLATE ASSEMBLY ELEV 114'0 WEEP HOLES 4. ERECTION OF COVERPLATE ASSEMBLY: CPA -1 & CPA -10 AT 12' O. C. A PUT ONE END OF BACKER PLATE METAL DECK END CAP EC -2 THRU ACCESS HOLE AND BEHIND TUBE WALL 8. SHIFT ASSEMBLY TO ONE SIDE OF 26 GAUGE 4-REO'D. ACCESS HOLE SO THAT THE OTHER END OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE WALL SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR MATERIAL vRa.Io.: AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING16-189 (�� COVERPLATE BACK AND FORTH INTO city � « POSITION. oRAnR: RAR 8-17-16 C. POSITION ASSEMBLY SO THAT R IS PARALLEL WITH TUBE AND NUBS ON cwltt BACKER PLATE SR INSIDE THE ear nia ACCESS HOLE W/ BACKER PLATE ORIENTED AS NEAR VERTICAL AS#s b'' Re'' DPS S-17.16 POSSIBLE. 4UN#I:�_ ` .R4..!. REVY REV S 44663 5 0°°" "°' SH 6834 `�` EEC J09 Ro_ 11724 '�A�l. �rarcErra: 17%6 3 OF 3