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HomeMy WebLinkAboutApplication- PermitJob Address L'a:11'71)? Nature of Work Building P GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sth, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 6932 Use of Building V-4\ Uff 4:nip •S -10f iy-tkt,r47" c- itj411,44 Owner r'cs.),_.);-• 0101 Contractor ( .)pct.() Amount ofPermit YLI.— (3 ... 9(5 Date .("!,(-..()':.1 l_ _7 Clerk '1-1 414) 4 TELEPHONE: (970) 945-5212 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO Applicant to complete numbered spaces only. INSPECTION LINE: (970) 945-9159 PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: D 4/ .1 cit -I 4 a, 4 , li'V-1 1 1 1 LOT NO, K NO. 1VISION E 11oN FD See Attacheffegal Description & Maps G 2 "' Questar InfoCamm ADDRESS #11 East 700 South Salt Lake City, UT 84111 pm ( U1) 324-1960 A LIS �PIL ! 7 Same 3 mm.....AODR uestar InfoComm �� 11 East 700 South Salt Lake City, UT 84111 (8 01) P: 324-1960 L[° NO: 4 '�`E`r e f Jerabek P.O. Box 45433 "°° Salt Lake City, ITT 84145 (801) PH. 324-1942 "°NO. UT175083 3 SQ. Fr. of BUBI ING 96 & 64 � aQ, FT. °PLOT 16 0 0 t I47(iEIT 8 T 6 I I ND. OF FLOORS y 1 U 6 USE OFRUILD M . Housing Radio Communications Equipment & Standby Power Generator DE59UEIL'Install concrete foundations, set pre -fabricated buildings, run & install power to buildings 8CLASS O9 OF WORK: XONEq' =ADDITION OALIFRATiON [WOVE oREMOVE (IARAGR: NA [SINGLE a DOUBLE CARPORT: NA aSD/ME =DOUBLE 10 aDRIVEWAYPPRMIT NA CON SITE SEWAGE DISPOSAL (SEPTIC) NA )SrrEPLAN Included VALUATION OF WORK. f-0/ f 5 -�/Jy 11 O T 0 6 ADRI$IpD VALUATION:{y� J G/ L6-10 0. SPECIAL COMMONS: A SEPARATE ELECTRICAL CULI�RADO. THIS PERMIT AUTHORIZED WORK 15 SUSPENDED AFTER WORK I HEREBY CERTIFY IGVOW THE GOVERNINCi HEREIN OR AUTHORITY LOCAL LAW CONSTRUCTS ---,114-' NOTICE PERMIT IS REQUIRED AND MUST BE ISSUED EY THE. STATE OF BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 1S NOT COMMENCED W1THTh 150 DAYS, OR IF CONSTRUCTION OR OR ABANDONED FOR A PERIOD OF 1 SO DAYS AT ANY TIME IS COMMENCED. THAT I HAVE READ AND EXAMINED TRIS APPLICATION AND SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR REGULATING CONSTRUCTION OR THE PERFORMANCE OF L"1� Date (j j T�•-�y�7 •�-"1�- SJL_ PLAN CIIECKFEE: J I g/. ,// 7' ``ff PERMIT FEE: `� ,� 7I a O Q' J, a S TOTAL FEE:DATE PERMIT ISSUED: 473 ' OCC: GROUP: CONST: TYPE: ZONING: - - - SETBACKS: S ignatwe of onttactar or authorized agent having .read I Imdelst°o no 'Oe above, ��1 11 � ' I di �► i /, j �; � a. lr% f I .HOME: ISDS NO. & FEE: _ Building Dept. Approval/Date P , . • t. ApprovallDa . ACRE MINT PERMISSION IS HEREBY ('RANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDNGDEPARTMENT• IN CONSIDERATION OF THE ISSUANCE OF THIS PEANUT, THE SIGNER HEREBY AGREES TO COMPLY WITH All, BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.25.201 CRS AS AMENDED. THE SIGNER FURTHBR AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TIM PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. CO VIO'i THE #,; 'IEW OF THE SUBMITTED RES ' STB '��' _`1..W O B DI '• 1 t CONtlithc E TS grIYEC OF dm m� WNERS INTEREST. alt • LI PLANS, SPECIFICATIONS AND OTHER DATA &HALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING ITT: �4 . : SPECIFICATIONS AND OTHER DATA OR FRO P NTLNCr BUILDING OPERATION BEING CARIUED ON HEREUNDER WHEN IN •! Y I AiI' aMANCE ORREGULATION OFTiJSJURTSDICTIO AP1F D 000N I P AND SP 1 • y �f • , • +UCIED THEREAFTER DCES NOT CONSTITUTE AN ACCEPTANCE OF ANY • CO:ri� � .a �ii�' I �; 7� • ANGLES. THERESPONSIBILITY FOR THESE T1TIv15 AND IMPLEMENTATION Y WITH �4 't i r x; : i iii L �, OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT CKNOWLE 4 A.FIF WELD COUNTY The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2. A permanent address assigned by the Garfield County Building Department posted where it is readily visible from an 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, 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 & cold running water, all floors and walls finished and a privacy door. 5. All steps inside or outside over three (3) steps must have handrails. All balconies or decks over 30" high mush have guardrails constructed to meet 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. 1 understand_ and -agree to abide by the aboveconditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # "pl.� 5i,15 8 Jgriatur Da c:/cbw/final.wpd QUESTdR Agust 28, 1998 Garfield County Building and Planning Attn: Mark Bean 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Questar InfoComm, Inc_ 180East 100 South P.O. Box 45433 Salt lake City, UT 84145-0433 Dear Mark; Enclosed please find the set of construction plans for the small radio site located in Rifle, CO. Complete construction with building relocation and tower erection is valued at $19,500.00. Also, I have reviewed the tower specifications and materials that are to be installed. Rohn drawing B870725 and A871266 specify the tower foundation and tower antenna loading. The 30' tower will have a 6' dish antenna mounted at the top. This antenna has less than 29 square feet of area. Referring to drawing A871266 , a Rohn 65G will support 65.0 square feet at 30' elevation in a 80 mph wind with 1/2" ice, which meets and exceeds all UBC requirements for our wind loading and earthquake zone. The 8' x 8' and the 8' x 12' fiberglass buildings, constructed by Joaquin Mfg., has a series 4000 floor construction and a series 5000 wall and roof construction- It has capabilities of 100#/sq ft of floor loading, 90#/sq ft for roof loading and 92.7#/sq ft (in excess of 125 mph wind) of wall loading. Please call with any questions or additions that you may need to complete the building permit application. T ank Y. F +. /1 e Jerab- P.E- Communications Engineer 35455 Pa; cel; Cable LEGAL DESCRIPTION OF PARCEL OF LAND, RIGHT OF WAY FOR A BURIED CABLE ACROSS W.F. CLOUGH FOR QUESTAR INFOCOMM COMPANY ROCK SPRINGS, WYOMING AUGUST, 1997 A Microwave Site Parcel of Land and a Buried Cable Right -of -Way 30.00 feet in width, all situated in the northwest quarter of Section 18, and the southwest quarter of Section 7, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, the boundary and centerline thereof being more particularly described as follows: MICROWAVE SITE PARCEL Commencing at the section comer common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument; thence N.83°09'05"E., 1,017.56 feet to the POINT OF BEGINNING, the southeasterly comer of a Parcel of Land to serve a Microwave Site for Questar InfoComm Company; Thence N. 22°35'11"W., 40.O0feet to the northwesterly comer of said parcel; Thence N. 67°24'49"E., 40.00 feet to the northeasterly comer of said parcel; Thence S. 22°35'11"E., 40.00 feet to the southeasterly corner of said parcel; Thence S. 67°24'49"W., 21.18 feet to the junction with and beginning Station 0+00 on the centerline for the Buried Cable Right -Of -Way to be described below; Thence 5.67°24'49"W., 18.82 feet to a southeasterly corner of said parcel and the POINT OF BEGINNING. RIGHT OF WAY FOR BURIED CABLE Commencing at the section corner common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument; thence N.82°52'08"E., 1,035.69 feet to the POINT OF BEGINNING, a point on the southerly boundary of the Parcel of Land described above, Station 0+00 on the centerline for the Right -of -Way for a Buried Cable; Thence S.17° 15'00"E., 25.81 feet; Thence 5.75°53'44"W., 62.25 feet; Thence N.84°59'54'W., 114.10 feet; Thence N.70°22'08"W., 51.09 feet; Thence N.45°24'21"W., 338.49 feet; Thence N.87°23'55"W., 131.31 feet; Thence 5.21°45'03"W., 222.77 feet; Thence 5.31 ° 18'41 "W,, 234.94 feet; Thence S.25°03'12"W., 55.11 feet; Thence S.16°20'57"W., 143.80 feet to Station 13+79.67 , S.36°09`11 "E., 292.37 feet from the said section corner common to Sections 7, 18, 12, and 13. The total area of the Microwave Site Parcel of Land for Questar InfoComm Company across W.F. Clough lands, as described above, is 1,600 square feet or 0.04 acres, more or less. The total length of the Right -of -Way for the Buried Cable for Questar InfoComm Company across W.F. Clough lands, as described above, is 1,379.67 feet or 83.62 rods or 0.26 miles, more or Tess. The above description was prepared under the supervision of Clement R. Williams, Colorado Professional Land Surveyor No. 26977, from the results of a survey and plat, Questar Regulated Services Company's Drawing No. 35455, dated December 8, 1997. All bearings reported herein are referred to a straight line from the section corner common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument, as S.20°34'24"E., 254.64 feet. krh RIFLE MICROWAVE SITE DEVELOPMENT PLAN Description of Facility Questar InfoComm proposes to use a 40 ft X 40 ft parcel of land and a 30 ft wide strip of land beginning at the northern end of the Questar Pipeline Rifle Yard and extending to the 40 X 40 ft plot. All of this land is situated in the northwest quarter of Section 18, and the southwest quarter of Section 7, Township 6 south, Range 93 west, 6th principle Meridian, Garfield County, Colorado. Proposed Land Usage (40 X 40 ft Plot) This proposed plot of land would be used for construction of a communications facility. This Facility will be used to extend private microwave to Questar Pipeline at the Rifle Yard. The microwave will allow Questar Pipeline to acquire SCADA information for natural gas map points within the Rifle Area. It will also increase radio and telephone communications capabilities to the Questar Employees. Proposed Land Usage (30 ft strip) This strip of property includes a Right of Way for an existing secondary road, and the adjacent property required for burying AC power and communications cables between the cornznunications facility and the Rifle Yard. The distance between these two facilities is approximately 1400 feet. Proposed Construction on the 40 X 40 ft Plot The proposed property will support two buildings. One is an 8 X 12 ft, prefabricated, fiberglass structure. The second is an 8 X 8 ft prefabricated, fiberglass structure. The property will also support one 500 -gallon propane storage tank, and one 35 foot, self-supporting, Rohn 65 tower. The 8 X 12 ft building will house one microwave radio, one LB radio, one UHF radio, and a DC charger and battery backup system. The 8 X 8 -ft building will house a standby generator and the power switching equipment Installed on the tower will be one 6 -foot parabolic antenna, one low band omni -directional antenna, and one 450 MHz directional antenna. The overall height of the tower, including antennas, will not exceed 45 feet. The property will be fenced with 8 -foot chain link. A grounding system will also be installed on the property. Facility Design Considerations The two proposed buildings being placed on this site will be relocated from another site. Standard procedures require that these buildings be inspected for structural damage and painted with waterproofing. The electrical systems will also be inspected and, if necessary, upgraded to the present National Electrical Code (NEC) standards. All radio frequencies used at this facility will be coordinated with the appropriate entities to minimize potential conflicts with other users within the area. All proposed land is on private property. Right of Way permits have been secured through the landowner. Existing roads will need to be upgraded for construction purposes. No temporary roads will be needed for the construction process. Site maintenance can also be handled using the existing upgraded road. No water or sewer connections will be required at the site. This proposed facility would be in operation 24 hours a day; however, it will be unmanned_ Once construction is complete, QIC Employees will visit the site on an "as needed" basis. This includes preventative maintenance and emergency repairs. Except for extreme cases, visits to the site should be limited to six per year. 35455 Parcel, Cable LEGAL DESCRIPTION OF PARCEL OF LAND, RIGHT OF WAY FOR A BURIED CABLE ACROSS W.F. CLOUGH FOR QUESTAR INFOCOMM COMPANY ROCK SPRINGS, WYOMING AUGUST, 1997 A Microwave Site Parcel of Land and a Buried Cable Right -of -Way 30.00 feet in width, all situated in the northwest quarter of Section 18, and the southwest quarter of Section 7, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, the boundary and centerline thereof being more particularly described as follows: MICROWAVE SITE PARCEL Commencing at the section comer common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument; thence N.83°09105"E., 1,017.56 feet to the POINT OF BEGINNING, the southeasterly corner of a Parcel of Land to serve a Microwave Site for Questar InfoComm Company; Thence N. 22°35'11"W., 40.O0feet to the northwesterly corner of said parcel; Thence N. 67°24'49"E., 40.00 feet to the northeasterly corner of said parcel; Thence S. 22°35'11"E., 40.00 feet to the southeasterly comer of said parcel; Thence S. 67°24'49"W., 21.18 feet to the junction with and beginning Station 0+00 on the centerline for the Buried Cable Right -Of -Way to be described below; Thence S.67°24'49"W., 18.82 feet to a southeasterly comer of said parcel and the POINT OF BEGINNING. RIGHT OF WAY FOR BURIED CABLE Commencing at the section comer common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument; thence N.82°52'08"E., 1,035.69 feet to the POINT OF BEGINNING, a point on the southerly boundary of the Parcel of Land described above, Station 0+00 on the centerline for the Right -of -Way for a Buried Cable; Thence 5.17°15'00"E., 25.81 feet; Thence S.75°53'44"W., 62.25 feet; Thence N.84°59'54'W., 114.10 feet; Thence N.70°22'08"W., 51.09 feet; Thence N.45°24'21 "W., 338.49 feet; Thence N.87°23'55"W., 131.31 feet; Thence S.21°45'03"W., 222.77 feet; Thence S.31°18'41"W., 234.94 feet; Thence S.25°03'12"W., 55.11 feet; Thence S.16°20'57"W., 143.80 feet to Station 13+79.67 , 5.36°09'11"E., 292.37 feet from the said section corner common to Sections 7, 18, 12, and 13. The total area of the Microwave Site Parcel of Land for Questar InfoComm Company across W.F. Clough lands, as described above, is 1,600 square feet or 0.04 acres, more or less. The total length of the Right -of -Way for the Buried Cable for Questar InfoComm Company across W.F. Clough lands, as described above, is 1,379.67 feet or 83.62 rods or 0.26 miles, more or less. The above description was prepared under the supervision of Clement R. Williams, Colorado Professional Land Surveyor No. 26977, from the results of a survey and plat, Questar Regulated Services Company's Drawing No. 35455, dated December 8, 1997. All bearings reported herein are referred to a straight line from the section corner common to Sections 7 and 18, Township 6 South, Range 93 West, 6th Principal Meridian, Garfield County, Colorado, and Sections 12 and 13, Township 6 South, Range 94 West, 6th Principal Meridian, Garfield County, Colorado being a found stone monument, as S.20°34'24"E., 254.64 feet. krh RIFLE MICROWAVE SITE DEVELOPMENT PLAN Description of Facility Questar InfoComm proposes to use a 40 ft X 40 ft parcel of land and a 30 ft wide strip of land beginning at the northern end of the Questar Pipeline Rifle Yard and extending to the 40 X 40 ft plot. All of this land is situated in the northwest quarter of Section 18, and the southwest quarter of Section 7, Township 6 south, Range 93 west, 6th principle Meridian, Garfield County, Colorado. Proposed Land Usage (40 X 40 ft Plot) This proposed plot of land would be used for construction of a communications facility. This Facility will be used to extend private microwave to Questar Pipeline at the Rifle Yard. The microwave will allow Questar Pipeline to acquire SCADA information for natural gas reap points within the Rifle Area. It will also increase radio and telephone communications capabilities to the Questar Employees. Proposed Land Usage (30 ft strip) This strip of property includes a Right of Way for an existing secondary road, and the adjacent property required for burying AC power and communications cables between the communications facility and the Rifle Yard. The distance between these two facilities is approximately 1400 feet. Proposed Construction on the 40 X 40 ft Plot The proposed property will support two buildings. One is an 8 X 12 ft, prefabricated, fiberglass structure, The second is an 8 X 8 ft prefabricated, fiberglass structure. The property will also support one 500 -gallon propane storage tank, and one 35 foot, self-supporting, Rolm 65 tower. The 8 X 12 ft building will house one microwave radio, one LB radio, one UHF radio, and a DC charger and battery backup system. The 8 X 8 -ft building will house a standby generator and the power switching equipment. Installed on the tower will be one 6 -foot parabolic antenna, one low band ornni-directional antenna, and one 450 MHz directional antenna. The overall height of the tower, including antennas, will not exceed 45 feet. The property will be fenced with 8 -foot chain link. A grounding system will also be installed on the property. Facility Design Considerations The two proposed buildings being placed on this site will be relocated from another site. Standard procedures require that these buildings be inspected for structural damage and painted with waterproofing. The electrical systems will also be inspected and, if necessary, upgraded to the present National Electrical Code (NEC) standards. All radio frequencies used at this facility will be coordinated with the appropriate entities to minimize potential conflicts with other users within the area. All proposed land is on private property. Right of Way permits have been secured through the landowner. Existing roads will need to be upgraded for construction purposes. No temporary roads will be needed for the construction process. Site maintenance can also be handled using the existing upgraded road. No water or sewer connections will be required at the site. This proposed facility would be in operation 24 hours a day; however, it will be unmanned. Once construction is complete, QLC Employees will visit the site on an "as needed" basis. This includes preventative maintenance and emergency repairs. Except for extreme cases, visits to the site should be limited to six per year. GREENE STRUCTURAL. ENGINEERING Inc. 307 WEST 200 SOUTH SUITE 2050 SALT LAKE CITY, UTAH 84101 • JOB . NUMBER : /8757 JOB NAME : ,e,FLEca;� oMMu1i/C.14 rice J5 e 0 cel, • ENGINEER : /Pat DATE : DESIGN CRITERIA : CODES : UBC -- 4.�1,151 A1SC (AS 401-5-15-) AITC ACI CLIENT : Co) STRESSES : LOADINGS: CONCRETE : REINFORCING : (10 kir 1 TIMBER : GLULAMS : STEEL : SOIL WIND FROST : ' O� SEISMIC ZONE : �.4 ROOF : DEAD LOAD = FLOOR : LIVE LOAD = TOTAL LOAD = DEAD LOAD = LIVE LOAD = TOTAL LOAD = 8104.244 ''P1140 oimgal QCGREENE STRUCTURAL ENGINEERING Co. ( 2) -r,+i / f v fee,Pe-D pr SHEET NO: DATE: BY: '2Z (P Psi` ' (vz- !$Q.S r (� jz' Ct$0.4)= M= 21�(#') g�•� 2ilr CP( v.5 1210- iecp71- -7290 z- HI9L-0—powt'i :v -12 +trA I E „1,1 j sig //S2 f-(2) Sac8 ritesf t(2)i2 �rsP //.5"-17 7i /27O' 1-43Oi vUlllgi / P= 0,1.3) C1,•)0L2,4-) `l,o-) Hi gip , t �.i c1 T - .i ?2,) = 25- 2.4 , •4-'1 {aoa 4- sets 4-cp.'2 1 t #- -F T z oo 3- -goo = 4 7-20o s4o PS, 6 H P = in ?4o 4s2..c+2 - '-1D. 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COMMERCE CITY, COLORADO QUEST STAR SERVICE SALT LAKE CITY, UT PRtOJ, CNa, 5' X LP & 8' X 12' FIBERGLASS SHELTER FC•s'A MA,ACt.Tb75 TOIQT ni SIZE A U COOT IDQtT 1i0. 5723 STANDARD SHEET • or 12,] CHAIN LINK FENCE U a .X. CI (/} as ils M X aaLI m O X 9 al l�� a N O U �--. w _ r ZU] —"' 0 CO X yWy. J m Z X, W 13-a i Op nmX/`~y CC� - C7 c6 5I Z m r-. Z11 In 0 0 1 Z i --i I- g .-. .-. m p H Z ace= 000 o Zai` W M w W # s 0wo 2 F La C] C7 H . : o1 SNR'] 0 1- JAI O Z °k:\KI 30 ROHN 65G TOWER 1 12' BUILDING x co 8' X 8' BUILDING 6 H 9 i U 1 s 4 I 3 i J 1 1 1 1 1 i wa ra w❑ cc 1 z 0 Lt V 0 o 0 zwx wum -*I r4 a 0 w a a z a z - w 0 V1 0 = z -r a z a 0 I -a („ CO 0 - ao a L .) L)<Zm W Q J w =c» CV0 o = !r 0 0 J W U VI }- J L_ I- in < J LJ In 4 0 J J - Z • LC) H < ,--, a z W 0 H cn -- m Q (f)Nr - QJ �3Za x z_ m Q ▪ a�- z��o x La W » actw0 - w a 0cc0w x Z (Z HZ�� o wS w3C� O (, i- 0 �0WZ 0 = — cn 0 CC 0 4r .-� 0 cn N J HI Z C 7 S I-- C.7 Z J M F- w 1--- I-1 zc ctw 0<-W M r -z a0 zam w m U~ 0 W z w �n 1- a CC a W f__, iiJ �S QY�J D 3 cn [V O -0 -0 -0Z= t.0 •,- Lf7 LL VQSn I'n N OR #4 REBAR AND FOOTING 3) 1/? w 0 LU I-- 0 a ENGINEERING A ✓ - 8 _• 00_ 0I- 2 0 �1 WI- 06 m J L▪ D w r 0 a N0 N 0 1< z Q 1— O'1 LJ H 0 W z° o F --I z INSTALLED ALONG v 1z Z Q w z w w 0 in rr Cr Z ""> z < 0 1-6 N an X I- J d W to (-)aZa) o _ w p J 0 0 = CC❑❑ J U in 1- J LL I- 1/7 ¢ W to Q C7 Z= z 1- 01-O.-, m ❑- ();C:1-(13 c -J 3za x }- L--. 0 UJ YC a 1- Z M M 0 La <CCwa - w a 0=0 6" x m U0www- Inz I-z1rn Ln ❑ W•D Waa 1-p aUWZ X V7 a� U ��en C.7= I -t7 ZJ M 1- W Z I- 1C Q J W In M cis cw c)a<w zoo =¢mx W pW �Z JV11- a cC .J �p J V'YJ LQ_ 1Z : a�oaO --o -p -0z= -- up._ 1n U Q ¢ to rr1 [V DI NOTES: 1) SLAB AND FOOTING 0 1- x m 0 71 x z U - 0 m a W CJ X J z u_0 CC L.) 0 O s -- V A i 9 CONCRETE REOU I RED CU. YDS. - n a o 'l O Cr! � in Lc r MAX. ALLOW. SHEAR POUNDS 0 O 0 0 o 0 0 0 0 0 0 - - - OVER- TURNING MOMENT FOOT POUNDS 22.,900 3 0 0 0 0 N CIQ W.C7 0 0 0 O 0 0 0 S7 OZ N � 0 0 1- W X1- < Wo w2wU< 0cL 0Z w H 0 z GENERAL z In XZ aW <0 U 0w U< CZ _- W L< C O W0 0 m mN 4 Zor0 4GOUJ n<J ww0W0 <0c70< ;ZC0< - U ZO 1-11E901± z0001 - o�z3u ..J 0 < uJzc• - �3 U< ON<wOOWLT L o u!- < PLAN VIEW ry C Z LJ !-w U!.1 WIC 00 WC 3O O_ FN of -1 UNR-Rah u z 8 1c J � <11") H -Ln ❑ L7 „4- O Li CD oz Cr u -o 0 a.w Lw J LO w/� ly .r aC3 0 N 0 (Oytd by Plodv Lion E970725 ELEVATION VIEW LU 1 V ') IU,IIni SELF --SUPPORTING TOWERS - ALLOWABLE ANTENNA AREAS (SO s CL. 1 /2" ICE (NOTE 7) a b s.. O Les r.-} O O o. T.- r r". 0 ` „ IvO r .O r+ O 0 .r. 0 1- Na 0 b N 0 o. r •n 0 O O O 0 0 r'> 0 0 0 0 0 0 1 N es �� 0 r+ O o - CD 0) Nei 0 a .- 0 0 +0 .O 0 0 .,r. N . N r] - r _ sr h� r.,i — .O r ._ r r r7 r/ Ld U .o , O 10 -- 0 r, r 0 N - r o. 0 N - N O 0 M 0 O a .O a, b b Qi .o r s C p CO 112" ICE (NOTE 7) 1 •O r. v 0 .0 0 0 .n e sr ri w 0 rn n to 0 N w - c - - O 0 .n 0 ti 0 ') r 0 0 -- rr r .n n 0 O 0 O .r. a O o4 0 m r n O 0 0 0 N a 0 1• O NO ICE .0 O , n0 O .es 2 LI, .n 0 ..c - r..3. N ra N f� a. .-- VT - — c r7 a - [ 'a 0 r- 0 O 0 Lv .r 0 m C .o .o - I Q 0 O 0 o .r, r - s v .o r, O f� srCS 70 MPH 112" ICE (NOTE 7) ,L00 -- I-) N 0 O .e'Y -- 0 .,-.- a a r+ — C. b r~ .-, .0 .-; e'T 0 41.- N 0 - - O 0 0 e^ O Cr. .a, O. 0 -CS .0 0 . r4 N 0 r 0 .n h 0 0 0 0 0 c § O WS '0 0 N N O a, 1-- V 0 0 '''. 'K 03 N N 4- v sr — N 0 b 0 O Li or o Z _ .O'0 ac +7• ti 0 f - - e4 0. 1~ N ..-0 n 9 0 eT r r) e r v `r Y rr .r .0 1• ea O? 0 . .n § O .n 0 r-. -.r 0 AD N o, .- N 0 w 7- --.o -- e 0 Y m O se y 4". ! 0 N N 0 r.[ r 1` GO GO - 4, n rK i N y I.,-- V. N 4 d .O ri 40 _ - ~ O 1 ! O O n 4, o jI I O O 0 O r- SHOWN BY 0.6, U) Cr) Q p LS CC Q w 0 U V Z F- D O J y� u Ln r�! r > La La N m CC N N Q d w < w z E- Z •3 Q F- a x co 0 r-- CL m Q D .J Qu_i. z LI o G CC . Q [} �m LscO� r n Ei CO 0CO J 0 m U p J z n d F- 2 N< N M zt;� 1- ag�i O < Q Q z Q a w Lsa z CC r 0 .� U -' U w Z w > sn <r c0 < u - Q F - Q cn n 'L ,i 0- F- 3 Z. J m U U a} <0 Z 0U w c_z� za0z0 � z, o L O o o a 0 H U Lu U L S z (!) U� 0 1 w Lr 0nzadu'a=� Z Lu w 0 Q Q 0 C QZ Z Z Z <n Z Z cC w0 0 p 0 D a w i- UU EL VI z 55 Z LLi 0,07 < z w 0 Q ' 2 Q Z Q w Q U up w LO _ J 0 CC s ` cC r--- z 4 �> u-1 cC w w R a ? cC to L Z Z o 2 LLEI I n w cog o F- Q LJ z LTD 1) CC W I Q W U7 a a w < 3 3 (0 Q a w Ez�a-sz >w kr) to Ln o J w AL z Z J J 0 0 n TELEPHONE LINES 0 O Z J 4 U U Lu J LI L 0 LU U z Q 3 0 z 1 J Q L z z 0 Ltt J F - z Q n DO NOT INSTALL OR DWG. NO, A871266 2 r z � 0 In � U o L, o Q ❑ z LE LEr o ui m 0 0 - w - a 02 Z �n < J U p <i 211"zcn Q ES Lu .0( a�aw Q zt�� ❑ p z z a 0 4 Z Q CC w J H CC J Z w Q Q u_ ? h J o 7 JQ FOR ell lC+ r- CD Q1 ,v N FOUNDA TI COY AND ANCHOR { ALL 1-O"riERS 1. CONCRETE DIMENSIONS - PLUS OR MINUS 1" (25 mm). 2. DEPTH OF FOUNDATION - PLUS 3" (76 mm) OR MINUS 0". 3. DRILLED FOUNDATIONS OUT OF PLUMB - 1 . 0 DEGREE. 4. REINFORCING STEEL PLACEMENT - PER A. C. I, 301. 5. PROJECTION OF EMBEDMENTS - PLUS OR MINUS 1/8" (3 mm). 6. VERTICAL EMBEDMENTS OUT OF PLUMB - 1/2 DEGREE. 7 F-SUPPORT/NG TOWERS 7. FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES - PLUS OR MINUS 1/16" (2 mm) OR l/16" (2 mm) PER 20 FT (6 m) OF FACE SPREAD . 8. MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE -0F FOUNDATION - 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2" (5 i mm) . 9. MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS - 1/2" ( 13' mm ) 10. ANCHOR BOLT SPACING - PLUS OR MINUS 1/16" (2 mm). 1 1 , ANCHOR BOLT CIRCLE ORIENTATION - PLUS OP MINUS 1/4 DEGREE. 12. ANCHOR BOLT CIRCLE DIAMETER - PLUS. OR MINUS 1/16" (Z mm). GUYED TDA 13. GUY RA D I US - PLUS OR MINUS 3 PERCENT OF TOWER HEIGHT. 14. ANCHOR ELEVATION - 3 PERCENT OF TOWER He I GHT ABOVE OR BELOW TOWER BASE. 15. ANCHOR ALIGNMENT (PERPENDICULAR TO GUY RADIUS) - PLUS OR MINUS 0.1 DEGREES. 16. ANCHOR ROD SLOPE - PLUS OR MINUS (.0 DEGREE. 17. GUY INITIAL TENSION - PLUS OR MINUS' 10 PERCENT OF VALUE SPECIFIED ON TOWER ASSEMBLY DRAWING. WARNING 11! ATTER ANCHOR BOLTS ARE INSTALLED AND CONCRETE HAS TAKEN ITS INITIAL SET, ANCHOR BOLTS MUST NOT 8E MOVED, BENT OR REALIGNED IN ANY MANNER. A NUT LOCKING DEVICE MUST BE INSTALLED ON ALL ANCHOR BOLTS. 83 REDRAWN 6 REVrSED1 CSR 9/24/87' THIS DRAWING IS THE PROPERTY OF UNR-ROHN. IT IS NOT TO 58 REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. DRAWN BY: CSR DATE: 6/19/87 UNR-ROHM CHECKED 8Y: / 4L DATE' -,75-97 APP 'D. ENG: XFC DATE: 9- ZS -'8-7 APP'O. SALES: DATE : 2- DRAWING NUMBER, A61021 -4P3 TITLE: FOUNDATION ANO ANCHOR TOLERANCES E J E 1+1 � . - x oo 7w v, n In- -L W� �J aC ` L., ,w �-J W4 .tz ❑, �b, �a -,- h ~� L �� ZZ� 4d 00 �' O 0 Q Q Y Ln - k0U aZ Uv qLW L{ W xFs--U{ • 1 W¢ u �L d` 1 J0¢ '-r U NW J N I-0 1-U 001- WW Con W w ro qU-z 0 a0 Lo -00 U0 0.W ¢ "7 a s o w-1 L �' I- 0m LI W:- WUU -J O o Ula LLIJ IL/ kW c .Z4 -f$ ZI`T -« QQ.� Z W4 4Z -- -{ ----1 Litn �uU 0' JZ -- ` I<- 3 o_�i �u o LI ag❑ 000 p Zi r - QW ae qJ Lnii ]¢¢ -•' l0 wil ❑O Fwr E A - LLQ 2 E W Q1 -,.. O ..L u1C Ctt Li Z U 040.0 Ln -a aWe -0 SLu W .a? W¢ aqui w0 oe w '40-(1 n U �e 1-- p Qpy 1n C.I a m�� c Ow t(JL Q0,-, Ln - o 'o :e: -J a°4� -1 �� e W W u q qoa 0 ad Zs1-- Ca.O0k WC02 J` u1 Qw '= R..00. <ow W LUW00 wvz¢ 1Q1.11 wQ poo Q -4O3 WtiO 0C9 0Zw 13.R T I+ :-.111 Li (.1 0 i] az, Li U ti -....s00 C J ...(--J0 1- tcy - }..^Y=. 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In 'D n m a - - GRADE AT rDwEA sire, w W -J 10'. r 7H,N�1od to— Coo Q. \k P/N 65TG SECTION �ri /t - 3v a, r. 66 ni -3 * P/N 6520G SECTION \ crt UNR-Rohn 65G SECTION ASSEMBLY ( r 1 I ete P/N 65G SECTION « \ NOMENCLATURE !-- _ j \\\�\���§ \\00006 \j}}\( \ 2 2\j\)\ { ✓ • w 0 Z w 0 w 0 Z 04 GROUND WIRE FOR Li_ w J o 0 z t K CC CI Q ❑ k U a_ H w • 0 0 0 0 0 Ie 7 I W H O w Q 0 C7 C] 0 I.] w w w w w J J —1 J 7 w ❑ Si' g d ▪ 7 N N N N M — _. m In M1 ID V7 P INTERIOR DC GROUND BUS r� w w 0 o LLIOl�i1_ Z z 0 co z w 31 ALL SPLICES TO BE JOINED EXOTHERMICALLY w 0 z w 0 v w 0 z 0 0 cil w m A 0 w c 0 . 00 rz 0 w yy77 0 i 1—W 1- o0 -z W - L1J L0 U N U Q Q J 0 0 44 TO 2/0 WITH WITH MOLD 541 GRD RDD WITH 5) CADWELO 4) CADWELD 0 0 0 W LriLU 0 D M E— CC C? LL1 U J 2 Z 00 U U CC W W 00 CCH J F- Q Z W O 0 X Q \ W °m ul C.) 0 (NJ vii W J v) F] N l!) r Z COPPER COATED GRD ROD 1 x 0 0 0 La OZ� -- a 0 C WZL� 4 Li- 0 — 0 CC 0 sa a 1 1 h w ✓ 0 w F 0 o R ,75 J a_ 0 U a w w aLz- - w U 0 u C r 0 U• w 0 c0 � ' 0 pJ V C o = O h Z. ,ii • �I-fit f ‘1/4i L. s 9 .- - C.1 vYi 4 0 N 1. GENERAL CALCULATIONS FOR STANDARD CONSTRUCTION These basic calculations are to provide guide- lines for engineering use in each specific series of buildings. Unusual conditions or specifications must be considered individually. SECTIONS: NOTES SHT. 1 & 2 SERIES 4000 HD Construction _ _ SHT. 1 T }}PU 6 SERIES 4000 Construction SHT. 1 T HRL' 5 Calculations Prepared By: FRANK P. PETTIT Professional Engineer, 2791, State of Colorado -fa• 1q, r?75" —JoAQUIN MFG. 1401 W. STANFORD AVE. 33 ENGLEW000, COLORADO 10111 SIZE • seM st":: --]CODE IDENT, NO. �E E'I4 5 REV. ci,Srsz• •-i , _. 4 SCALE: SHEET r: :OF I •+, —__ : •�.. General formula and specifications: #1 - Properties of sections, unequal sections (American Institure of Steel Construction) A - b(t + t1) = area C = 1/2bt2 - bt1 (h-kt1) A I = bt3 + bty2 + bt13 + btly` 17 s = I/C s1 = 1/C1 b Jo #2 (AISC)Moments �JJ l!I 1111 L I I l 1 -f Armadillo general equation = M = w12 (semifixed) I This figure was determined from date received from a series of stress and deflection tests conducted on Armadillo buildings by the U.S. Bureau of Reclamation, and Hauser Research and Engineering Co., 1966 #3 - Allowable stresses in plywood (American Plywood Association, 1967) Exterior plywood, C -C (Plugged), Douglas Fir, Group 2 Extreme fiber in bending, tension = 1,200 psi compression = 1,100 psi M max (at center)= wl2 8 Simple beam W = unit load M max (at ends) = wl2 12 Shear = 185 psi Bearing = 220 psi All calculations are based on either continuous plywood sheets or 1/5 scarf joints in all tension members. Exterior skins with fiberglass coatings are calculated as a single thickness without allowing for the additional strength of the fiberglass (9,000 psi). JOAQUIN MFG. D....► iaruagoiimi Arno - 1,01 W. STANFORD AVE_ 0 ENGLEWOOD. COLORADO $0114 SIZE A CODE OENT.NO. i\iorEs 1 REV. SCALE: ISHEET , OF z 44 - Structural Sandwich Design Criteria (Forest Products Laboratory, Forest Service U.S. Department of Agriculture, 1963). Beam formula: F = 2M t(h+c)b F = compressive or tensile stress M = bending moment t = thickness of one face h = total beam thickness c = core thickness b = beam width Shear in core: S = 2V (h b V = shear load on sandwich `` 2 � Column buckling load: P ='1TD 2D a2(a 1lTT 2N D = Eb(h3-c3) N = (h+c)b G 12 2 E = modulus of elasticity of plywood = 1,000,000 psi (USPAMin.) G = shear modulus of core material = 8,000 psi (Vertical Co.) #5 - Honeycomb mechanical properties (The Vertical Company, specification Sheet S-1) Verticel = 1" cell 50--50-15 Shear modulus - 8,150 psi Shear strength = 33 psi (min. value) Compressive strength = 31 psi (min.) JOAQUIN MFG. Novo' Iihroccoatan Arad 1401 W. STANFORD AVE 0 ENGLEWOOO, COLORADO 1011 SIZE CODE IDENT•NO. SCALE: REV, OTE. S SHEET 2 OF 400 Buildings: 11" HC ROOF STRUCTURES: Calculate structure as semifixed beam, 12" wide, (See Note #3) Type Construction /8" FG 125 2.��/❑ 1. /16" PW .3125 .99# 1" HC 1.50 = C .247 1" PW .50 = t, 1.504 2.4375= h 4.68;x/ a Glue & ?disc. 1.12#/p1 5.80#/ D' Properties of Sections (See Note #1) A = b(t + t) = 12(7/16 + 8/16) = 11.25 C = kbt2 + hit, (h -1t,) A 2 _ x .4375 + 12 x .5 (2.4375 - .25)] /11.25 C = 6 x..19 + 6 x 2.19 = 14.27 = 1.27" 11.25 11.25 C1= 2.4375 - 1.27 = 1.17" Y = 1.27 - .22 = 1.05" Yl = 1.17 - .25 = .92" 1 = bt3 + bty`' + bti3 + btlyi2 12 3 2 3 2 = .43'75 + 12 x .4375 x I7 + + 12 x .4 x .g7 1 = .078 + 5.79 + .125 + 5.08 = 11.03 in.4 S = 11.03/1.27" = 8.69 in.3 S = 11.03/1.17" = 9.43 in.3 1 ROOF LOADINGS: f = MIS M = W12/10 w = fSl0/12 w = 1200 x 8.69 x 10 = 104,280 12 12 Safe uniform roof loadings: 10 Ft. span w = 104,280 = 104,280 = 7.24 #/inch (10x12)2 14,400 w = 7.24 #/inch x 12 =. 86.88#/square foot total. 86.88 - 5.8 =,31.08 #/ Sq. Ft. live load JOAQUIN MFG. Darrow lastrapolein Mai 1.+01 W. STAMFORQ AVE. o-ENGC.EWOOD, G LoRADO .011. SIZE CODE IDEN7.N0. S.Q1ES A 4000 cour REV. SCALE, jSHE.ET \ OFfj L ,. 8 Ft. Span W = 104 28fl = 104,280 = 11.31 #/inch Bac 9,216 W = 11.31 #/ inch x 12" = 135.72 #/ Square Foot. 135.72 - 5.3 = 129.92 #/ Square Foot live load Roof loading, plywood shear (See Note #3) Shear 10 ft. span = 5 x 86.88 = 434.4 #/Ft. of width Shear 8 ft. span = 4 x 135.72 = 542.88 yr/Ft. of width Max. plywood shear = V = 542.88 = 99.91 psi. y 12 x .9375 allowable (See Note #3) = 185 psi. 185 >99.91 OK WALL CALCULATIONS: Calculate wall as 12" wide simple column. Buckling load formula (See Note #4) P = 'ir2D D = Efb ( 3 - C3) a2 + 1/2D a2N N = (h + 12 c) b G C 2 D= 1 x 106 x 2 (2.43753 - 3) 1 x 106 (8.36 -- 3.37) = 4.99 x 106 N =(2.4375 + 1.5) 1,26 x 8,000 = 188,640 .1 (,I89 x 106) P = 9.87 x 4.99 x 106 a2 1 + 9.87 x 4.99 x a2 x .189 x f6) 49.25 x 106 a + 260.58 L a For 14' high building - a = 14 x 12 - 168" a2 = 28,244 square inches SIZE CODE IDENT.NO. A SERI E S 4000 GO\ T. SCALE: 4 SHEET 2 OF 15 3 P = 49.25 x 106 = 17.44 260.58 28.224 (1+ 28.2 4 ) (1.0092) Safe loading = 1744#/3 = 581.33 # Thero. max. loading = 543 # 581 # OK. Wall calculations as beams for wind loading (See Note #4) F _ 2 M = 1200 psi f(h+c)b F = 2M = 2M .3125(2.4T75+1.5) 12 14.64 .M = 1200 x 14.64 = 8784"# 2 w12 = M = 8784 17 - or W = 8784 x 10 12 Allowable wind pressure on walls: 14' high wall W = 3.11 #/inch 12' high wall W = 4.23 x 12 = 10' high wall W = 6.10 x 12 8' high wall w= 9.53 x 12 W = 87840 (14x12)2 87,840 28,224 = 37.82#/square foot W = (87 184 2 = 4.23#/in. 2x250.76#/square foot W = 87,840, 73.2#/square foot = 6.10#/inch W = 87,840 (8)(12)2 = 114.36 #/square foot = 9.53#/inch SIZE COOE IOENT.NO. SEp.kES 4- Goo coNsr. REV. SCALE: SHEET '5 OF IJ Floor Structures: 12" wide beam Properties of 3/4" PW .75 = t 11" HC 1.50 = c 5/16" PW .3125 -. t{ 1/16" FG .0625 2.625 = h = 6#/square foot Sections (See Note #1) A = b(t + tl) = 12(.75 + .375) = 13.50 square inches C = kbt2 = bit/ (h -kt1) A = 6 x .752+ 12 x .375 (2.625 - .187) 13.5 C = 3.38 + 10.97 = 1.07" 13.5 C2= 2.625" - 1.07" = 1.55" Y = 1.07" - .375" = .69" Yl = 1.55" - .187" = 1.36" I = bt3 + bty2 + btt13+ b t1y12 12 17 _ .752+ (12 x .75 x .02) + .3753 + 12 x 1772 x .375 = .42 + (9 x .47) + .05 + (4.5 x 1.84) = .47 + 4.23 + 8.28 = 12.98 in.4 S = I/C = 12.98 in.4/1.07" = 12.13 in3 S1= I/C1= 12.98 in.4/1.55" = 8.37 in3 10' wide buildings Skid Argt. 7'8" = 7.66' max. span SIZE A - CODE IDENT, NO. SEQ.1ES 40oo cowsr. REV. SCALE: SHEET 4. OF E ,-Inth restraint due to walls and fastenings to skid, unit will work as semifixed beam. (See Note #1) M = w12 and f = MIS 17 w(uniform loading) = fS10/12 W = 1200 x 8.37 x 10 = 100,440 12 1 For 7.66 ft. span W = 100,440 2 = 100 440 = 11.88#/inch (7.66x12) 8,449 W = 11.83 x 12 = 142.56#/square Poor uniform load. Armadillo recommendation = 100;/square foot 100 ( 143 = OK Allowable concentrated load at center of span on 4 square feet. Semifixed M=F1 f = M/S F = 6fS 6 100 F = 6 x 1.2$O x (2x8.37) = 1311.07# 7.66 x Without additional skid rails, it is recommeded that concentrated loads be 1000# /4 square foot or less. Core Crushing: Loads are less than 400 HD calc., therefore structure is sound. Cantilever strength at overhand of skid: 4 627# 14.04'. Loads = 135.72 x 4 = 543# Wall Unit 6# x 14' = 84# 627,E M = P1 = 627# x 14.04" = 8803.08"# f = M/S = 8803.08#/8.69 in3 = 1013 psi f allowable = 1200 psi 7 1013 psi OK SIZE A COOE CENT. NO. SFQ.%ES 4 otKo COM sT. REY. SCALE: SHEET 5 OF 5 ' JOACM[N INC DEHVER, COLO. GENERAL CALCULATIONS FOR SERIES 5000 r 5000 HO CONSTRUCTION These basic calculations are to provide guidelines for engineering use in each specific compo—nand of con,- sruction- Unusual conditions or sbeci Li cations must be considered ered individually. Pg. SECTIONS: NOTES 2 SERIEs:_,:SO.00.BUI D C,:.:pOOF. ROOF. CC1TATIONS SGRITS 500c BUILJTNG.r.- J... T CUT kTION5 SERIES 500CHD BUILDING, ROOF CALCULATIONS ^_TIONS 7 SERIES 5,000 -BUILDING ! ! OOR. CST CU^r TIONS 9 SERIES 3O _gin BUILDING FLOOR CAT OU ATIONS 1� Calculations Prepared By Frank P, Pattt.t Professional Enginear, 2791, State of Colorado —S;) 1• ;' 192 ti SERIES 5QO0Dui1din s (Notes) Y This series of building consists of plywood sheeting glued to stringers fiberglass skin. �1 (Cr scuds) and protected by a fiberg 'the fallowing calculations are based upon design methods as in the following publications: ,�described I'i cations : 1 Plywood Design Specification, 1966, and Plywood Design Specification Supplement No. 3, 1970. Both published by The American Plywood Association. From supplement No. 2.No . 3: 9„ with face grain parallel to stringers. � . � „per distance 1 6.� rcl • Min. skin thickness = 3/8" with fibe_g_as.s included. T were _aken from FDS t ble 2.10 Values for plywood A & o - 2.4.5 top -skin deflection J TELTE7777- w = load (ps;) - = nodulus of elasticity r-, �r~; a fie". 2., �O stringers r1c�-' _ ar' dic 1 g• 1 = clear 5�`I? ! - rtlo�e?�!�. Q- Cc �_� �--- - for l -ft. widt'n = de 2c ti an (in 2.5_4 allowable stress Fc = 800 as reduced 2.6.4 statical rmoilent Qs = Ads iz �a a e d - distance from outer surface A = Area par r.�D S - y from table. 2.6.5 EFt'= = shear i n glued joints par example s 2.7.1 Statical moment (horizontal shear) Q = Q stringers T Q skin Approximate Design Method Ist L = span in feat rolling 'shear: Ws g r2QsL shear: W = TaxFvt horizontal v ? xQvIcT Fv = 95 psi (PDS) t = sum of stringer widths .9.r table (y) 4 �Se F1 Wo = ';Ig) 7 . 5xCYL' C = (240) factor for- aLlow'able deflection bending, Wb = F(Ig) c = distance (in) from N.A. Co °Liter fiber. 3,2 S.Ler tical -load Formula Pa = 3.619x�xI� 144L2 (whichever or FcA is less) Pa = allowable vertical load on panel. (1b) = modulus of elasticity Tg = gross moment of intertia of panel L LnSupoorted vertical h.Pi Q_n of panel (ft) FL = compressive s _7- a gtn (PDS 3 1 4) ^ - total vertZc -J g=ain_ of _ 1y.,ioo. and stringer All modlll Us of elasticity figures are const - roof panels are either ther con inuous sheets of plywood �o Bottom skins of ro - or are L/5 scarfed glued 1pints. Series. 500dBui:ldi;ngS °(Std. Construction) (2x4 stringers at 1 a" carve=s) Roos : cal,cuIatiot Typical section .125 FO 3i25 PW (2x4) .500 PW 1yp . 5" 2. 2 3i. Tie 4.22'' V 4.44` Materials = exterior plywood, C -C (pLtdged) Doug] as Fir, �, . Group 2 and Douglas Fit standard Or bettor strin e ��Plltra1 Pc/is bo r i.om skin stringer 'top skin AAY 3.12 x 4 = 12.5 ❑ 75 1 3.15 1.5 x 3.5 x 4 21.0 2.25,, 47.25 2.4 x 4 = 9.6 4.22" 4 0.51 1-.A 43.1 = 90.89 1 - = 2.11" Gross moment of enerti a - Ig 7/15 I 1411 =NA 3 Z 2:11"\ 1.85 To bottom skin .32 string=_ "21,44 top skin .30 4 12.5 71.00 9.6 7/2 .7 R d.2 TO.C7 - 1.85 3.42 L7),"25 43.07 .1i, .Q2 0.4.2 71,86 2.11 4.45 47.72 43.02 - Tg =107.95 ro11 i ng shaar Ws - (i g)? s t 24sL 35 44 - 180 (typ • for all panels) ds = 7,11 - .134= 1.98 Qs = Ads n - 6.24 row Os = 5.24 x 1.98 = 12.36 Ws = 108 x 180 x1_.3 xL horizontal shear Wy =2 (Q yl- . FyC - 95 x 4 x 1.5 = 570 (cyp. all panels) x 1 .5 Qy 4(1.516 1 x 1.61) + 4(3.6 x 2.11) = 7.78 + 30.38 = 38. 785.4 L Wv = 108 x 570 - 806.6 ?x3b. bxL ti deflection W a = E2) 7.5CL- W a' = 1.5 x 106 x 108 7 5 x 2� x LJ b eitdin W 6CL Wu = S00 x 108 = 6180 6x2.33xL2 L . Uniform 1 adinc' f 90,000 1 LJ r 14' roof span: c = 240 r_ = 2.33" 7S6/L = 56 1, r/squ2re foot Wv = 806/L = 57.57 W = 90,000/L3= 32.80 Wb = 6180/L2 = 31.53 (limiting value) 257r �c. Win. 11`1.x. load should b31-.53 - 6 _ / Re�L1i �� iS least value - l 4 i span. Uniform Load�ncr -ar. 17' of span. Vb = 5180/7- = 42.9?#/S�=F. or 37,r/scuare foot- -err ' roof spa='_: Uniform 10adi i! � for 10 61.80#/Sq Fc. or 55#/square foot Gro - 6180/�T_ ni`orE-laad;n Lor.; $, rooy::soa�: GIb -6180/8, 96.56.;/Sq- Vit. or 90#/square-foo Maximum to skin load (1/8 FG ; 5/16" PW) assume l/240 deflection allowable 1 x 16" = .07" _ r = WI 28-'.x.112 1 = 16span ? - .009 in.4 07 -. 384 L . 5 x 146 ,< .009 x 12 •5. 66.450/So. Ft. or 60 /_Sq'-�are Ft. 1iv�, Loa:. construction is limited co 60#/ sauzre foo: uniform Therefore, this cans f .s Ldi na width. Lige load in 8 ft. or Less o- Sar:ie5000au bi t (Sf s?;ConStruEt- ori); L"x" scuds at -ti C?r1C2i5 Wa1? - Ca1cuZ�t� onsl: .375 (2x4) 3125 _1/16" .5/16" • 5/16" FG pct, FW Neutral XX3 S inside skin studs autsi de skin EA 40.2 Y = EAY/EA = 2.07 = 2.09 4- Gross Inertia : = ig inside skin studs outside skin �� oav7_V11 V AY . 9.6 Z36", L.50 2L . 0 . 2.06" 43.26 . 9.6 4.0" 38.40� .AY= 83.16 2.09" 7 d- Ad? Io + Ad - To A d 36 1.04 9.6 1.91 3.63 35 ?1 .0 0 0 0 2L.4- 36 •'' L.0- 9.6 L.91 3.63 35 _� 11_.__1____22____ Column 5 2. h. Pa = 144 L` °a = 3.619 x 1.5 x 106 x 93 = 35Q6 x 103 144 L2 L a}so Pa = 1100 x (4 x 2.40 x 2 4 x 1.5 x 3.5) or FcA Fc = 1100 psi Pa - 3506 x 103/142 44700Ft . 1 7 ' high walls: • �a Pa = 3506(�x 103/T72 JOO�. Pa = 3506 x 103/1102 8765r/Lt. Pa = 3506 x 103/82 1.7,887# 3' 35,0501= do n o t use 1:122:71_127 .Lh (wi r_d loads) Bending has bean limiting facto= in previous cal c. , therefore: Wb = (Ya) = 000 x 93 = 5933 6cL 5x2.09xL- L- 14' hi h building Wb = 5933/142 2 = 30 - Foat L2' hi ah building W = 5933/122 LO' high buildia Wb = 5933/102 --- 59' 3#/Square Fooc r r • 6. i,,i buildin W 5933/8. •92:.7VSquare,Foocc �,1 1 of Ci -Le above figures reoui rc sufficient end walls and p_rtir_i ons ,to prevent racking of the building. Se.es 5000H0 Building .(Heavy Construction) (2x6 Stringers at 16" Centers) Roof Cal ulations ,, (4' wide panel) Typical Sec ion .1/8" }G 3/8" PW (2x6) 1/2" PW Gross moment: of inert To A bottom skin .32 17.5 .ringers 83.19 33.0 Cop skin .32 12.5 Rol ? ig shear EFst _ 180 Qs (r )EFst s /QsL 0 9.,11 0 112.5 ;o 4. Ad - ? 117,82 83.19 119.82 (1g) 308.83 square inches ds = 3.25 _ 171 = 3.08 9.12 x 3.08 = 28.08 s = 309 x 181 Ws = 993/L 2 x 28 Horizontal shear Fvc = 57 Qv - 4(. 5 x 3 x 3/2) - 4(3.12 x 3) = 27 + 37.44 = 6- .44 Wv = ^09 x 570 = 1376 X. •4 x L Wv = (Ig)Fvc 2QvL STANDARD ELECTRICAL NOTES A. CONDUIT 1. JNTERIQR-CONDUIT SHALL BE EMT (THIN WALL) STEEL ELECTRO -GALVANIZED •WITH COMPRESSION TYPE FITTINGS. MINIMUM SIZE CONDUIT SHALL BE 112" k1 UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. EXTERIOR -CONDUIT SHALL 8E ROS (RIGID GALVANIZED STEEL) WITH THREADED OR COMPRESSION FITTINGS. B. CONDUCTORS 1. POWER -UNLESS INDICATED OTHERWISE ON THE DRAWINGS: MINIMUM WIRE SIZE SHALL BE +14 AWG TW, 800 VAC RATING FOR POWER WIRING (120-240-208- 480 VOLTS) 1 6 , 50-80 HZ_ 2. CONTROL WIRING -(24 VAC) SHALL BE +16 AWG MINIMUM, SOLID COPPER OR EQUIVALENT_ 3. ALARMS -SHALL BE +22 AWG, SOLID COPPER OR EQUIVALENT. 4. CONDUCTOR SIZE --UP TO +10 AWS MAY BE SOLID COPPER (NO ALUMINUM CON- DUCTORS SHALL 8E USED), SIZE GREATER THAN #10 AWG SHALL BE `STRANDED' (GROUND WIRE EXCEPTED). 5. PWR_ GROUND WIRE -MINIMUM POWER GROUND SHALL BE +8 AWG SOLID COPPER. HALO GROUND +2 AWG, BARE STRANDED OR SOLID SOFT DRAWN COPPER UNLESS NOTED OTHERWISE ON THE JOB SPECIFICATION OR DRAWINGS. C. GROUNDING 120/240/205/480 VOLTS: 50-50 HZ. 1 S 3 . ' 1. ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED BY 'DEVICE DESIGN' OR BY A SUITABLE JUMPER TO THE NEAREST JCT BOX OR RACEWAY 2. 120 VAC EQUIPMENT SUCH AS, LIGHT SWITCHES; LIGHT FIXTURES, RECEPTICALS (DUPLEX) AND SOME OTHER EQUIPMENT ARE GROUNDED BY "DEVICE DESIGN' TO THE JCT SOX .AND CONDUIT, WI -ETCH SERVES AS THE GROUND PA T H , ALL EQUIP- MENT, SUCH AS SOME FAN MOTORS OR OPERATORS DO NO7 HAVE A BARE GROUND AND IN THIS CASE A SEPARATE GROUND WIRE WILL BE ADDED PER +1 ABOVE. 3. 208, 240, 480. VAC & GREATER A SEPARTE GREEN CONDUCTOR SHALL BE RUN FROM THE EQUIPMENT TO THE AC PANEL -GROUND BAR" WHICH IS BONDED TO THE PANEL & CONDUIT. 4. VIA DEVICE.& GROUND BUSHING. 5_ S/N-GIB THE.A.C. DISTRIBUTION PANEL1S FURNISHED AS -STANDARD EQUIPMENT WITH AN "ISOLATED' SOLID NEUTRAL BAR WHERE ONLY THE NEUTRAL WHITE 120V CONDUCTOR IS TERMINATED AND A GROUND BAR " WHERE THE 'GREEN OR BARE' CONDUCTOR FOR 208V AC OR GREATER IS TERMINATED. B. GROUNDING ELEC.TP.QDE-SHALL BE IN ACCORDANCE WITH THE THE NATIONAL ELECT- RICAL. CODE ART +2,t0-91-9-5. 250-2-9 AND 250-42_ • 7. PER N.E.C. ART1CAL +250-74 'GROUNDING CONDUCTOR' THE EXPOSED METAL CONDUIT & RACEWAYS (JCT BOXS & WIREWAY) SERVES -AS THE 'EQUIPMENT GROUNDING CONDUCTORS': JOAQuIN M1FG. CORP_ SIZE STANDARD ELECTRICAL NOTES A DWG. JB -STD -EC GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS 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. 1 Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: I. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easeme its and utility easements? Yes L/ No (1) Not necessary for this project «, 2. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes ✓ No (1) Not necessary for this project (2) 3. Does the site plan include the location, including the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses of the LS.D.S. (Individual Sewage Disposal System) and has the system been designed, stamped and signed by a registered engineer? O • No (() Not necessary for this project (2) Yes 4. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 7 No u Not necessary for this project (2) 5. 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 ✓ No (i) Not necessary for this project (2) 6. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ✓ No (1) Not necessary for this project (2) 7. 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 No (1) Not necessary for this project ✓ (2) 8. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes No (1) Not necessary for this project ✓ (2, 2 windows provide natural light and ventilation for all habitable rooms? Yes No (1) Not necessary for this project r/ (2) 20. 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 (1) Not necessary for this project 7(2) 21. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No (1) Not necessary for this project V (2) 22. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code T ble 5-A) Yes No (1) Not necessary for this project _(2) 23. Does the plan indicate the quantity, form, use and storage of any hazardoj.is materials that may be in use in this building? Yes ✓ No (1) Not necessary for this project (2) 24. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes __ __ No (1) Not necessary for this project (2) FZern'ik�L0> 6,E-1N ,1Z Tom 25. Do the plans indicate the location and dimension of restroom facilities and if more that four employees and both sexes are employed, facilities for both sexes? Yes No (1) Not necessary for this project ) 26. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No (1) Not necessary for this project `2) 27. Have two (2) complete sets of constructions drawings been submitted with thypplication? Yes No (1) Not necessary for this project (2) 28. Have you designed or had this plan designed while considering building and other construction code requirements? Yes rr No (3) 29. Does the plan accurately indicate what you intend to construct and 4 Notes: (1) If you have answered "No" on any of these 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 the permit. (2) If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. B. Delay in issuance of the permit. C. Delay in proceeding with construction. (3) If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. PerApp01.94 Effective - January 1, 1995 6 9. Do the plans include design loads as required under the Uniform Building code for roof snow loads, ( a minimum of 40 pounds per square )oot in Garfield County)? Yes r/ No (i) Not necessary for this project (2) 10. Do the plans include design Loads as required for floor loads under Uniform. Building Code Section 2304 and Tables 23-A and 23-B? Yes ✓ No (1) Not necessary for this project (2) 11. Does the plan include a building section drawing indicating foundation, wall, flop r and roof construction? Yes ✓ No (1) Not necessary for this project (2) 12. Is the wind speed and exposure design included in the plan? Yes V. No u} Not necessary for this project (2) 13. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 1/1 No 0, Not necessary for this project (2) 14. Does the building section drawing or other detail include the method of positive connection of all columns and beams? / Yes No (1) Not necessary for this project ✓ (z) 15. 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 contours? Yes No (1) Not necessary for this project __/_(2) 16. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No (1) Not necessary for this project ✓ (2) 17. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No (1) Not necessary for this project __�!(2) 18. 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? Yes No (1) Not necessary for this project ✓ (2) 19. Does the plan include a window schedule or other verification that 3 fi what will receive a final inspection by the Garfield County Building Depart nt? Yes __Z_No (3) 30. Do you understand that approval for design and/or construction changes re required prior to the implementation of these changes? Yes r/ No (3) 31. 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 "Septic system " fees requireyf, at the time you pick up your building permit? Yes dd No (3) 32. 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 and occupancy of the b Ending? Yes L No (3) 33. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project,Eomplying with the Uniform Codes". Yes _j ._ No (3, I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. Phone: Tc.A �2`t-1T-6 (days); .tea a \��s date 01- Z4-1c1y5 (evenings) Project Name: CkZAX-- 1\)\1 LqC} U Project Address: 6- 11s,14 -t> (Refer to notes on next page) 5