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HomeMy WebLinkAbout285 Blue Lakes Blvd N Permit File Permit Type: , Commercial , City of Twin Falls Permit Date: 07/2912008 Building Permit Permit No.: 001867 Address: 285 BLUE LAKES BLVD N Project Type: Sign Zoning: C-1 Construction Type: SIGN Occupancy: SIGN Occupancy Class: SIGN Legal Description: Blue takes Addition,N 1/2 Lot 20,21,22,23,&24, EXC Hwy,Block 2 Intended Use: new Illuminated wall sign Owner Name: ABSOLUTELY FLOWERS Contractor: YOUNG ELECTRIC SIGN CO 285 BLUE LAKES BV N 416 EAST 41 ST ST PO BOX 4478 TWIN FALLS iD 83301 BOISE ID 83711-4478 Phone: Phone: (208)345-2982 Contractor License/Registration# SC2627 Building Valuation: #of Floors: #of Units: Occupancy Type Construction Type Sq. Ft.I City Rate City Value County Rate County Value SIGN I SIGN 11 4000.00 Totals 4000.00 Building Permit Fees: Fee Date 11 Description Fee Type Qty/Hrs City Amount 11 County Amount Total 07/22/2008 J1 PERMIT FEE 11 Building 11 44.00 44.00 Total Fees 44.00 Less: Collections to Date Net Amount Due 44.aa This permit Is being issued subject to the following Special Provisions and Deferrals: --NONE"NONE..... Signature: Date: L/ �� City of Twin Falls •uilding Permit Application Permit Type: Commercial Permit 801867 *plication Date: 07/22/2008 Time: 09:54:05 SIGN - SIGN Project Type: SIGN Sign Address 285 BLUE LAKES BLVD N Legal Description: Intended Use: new illuminated wall sign Owner Name: ABSOLUTELY FLOWERS Contractor: YOUNG ELECTRIC SIGN CO 285 BLUE LAKES BV N 416 EAST 41ST ST PO BOX 4478 TWIN FALLS 093301 BOISE ID 83711-4478 Phone: ( } - Phone: (208) 345-2982 Contractor License/Registration It SC2627 Plans Submitted: Site Plan Roof Structure : Foundation Floor Structure: Typical Construction: Specifications Floor Plan Plan Analysis Building Valuation: # of Floors: # of Units: Square Clt Occupancy Type Construction Type Footage Rate Value SIGN SIGN 4000.00 Totals..................................................... 4000.00 Building Permit Fees: City Date Description Type Hours Amount Total 07/22/2008 PERMIT FEE Building 87.99 87.99 TotalFees............................................................ 87.99 Less:Collections to Date............................................... Net Amount Due 87.99 OWNER: DATE: APPLICANT: DATE: t SIGN PERMIT CHECKLIST City of Tvdn FaR+Cade Chapter 9 Sign Address_SC--�1� Q__� A1J E ��A Permit# - r\ Contact �a,na., l Xi"' ! uz, . Phone# Grid# Subdivision ftA ,i1c,V ga � Zone S'-\ ❑ Site Plan - scaled,showing: ❑ Dimensioned location of proposed and existing sign(s) on property. ❑ Street frontage dimensions and all street names. ❑ Dimensioned property lines. ❑ Right of way. ❑ Dimensions from outer edge of sign and/or foundation to back of sidewalk and/or face of curb. ® Dimensions of wall(s). ❑ Sign Elevations, showing: 18 Dimensions, locations, and orientation for every sign, existing and proposed. ❑ Face, pole covers, non-lettered areas, base, poles, and non-lettered symbols. ❑ Height of sign from ground. 8 Projection of sign. ❑ Ensure compli ce if in a Professional Office Overlay distric —PRO (10-4-18 H) ❑ Ensure compliant if in a Canyon Rim Overlay district—C O (10-4-19 F) O Ensure compliance in a Neighborhood Commercial Over ay district—NCO (10-4-211) O Ensure compliance i ' a PUD. (A)PERSON NAMEPLATE SIGN: No Pe ' Required A sign which states the name o e occupant of a household it. (B)BUILDING N EPLATE SIGN: No ermit Required A sign mounted on a building with th sign parallel to the b ilding wall and which is not directly illuminated which states the name of the building. (C)PROFESSIONAL OF CE OVE Y SIGNS: A sign which may be flush wall mounted or eestandi g and which advertises an authorized special use in a PRO overlay. ❑ Flush Wall Mounted O a-Maximum Number: Each special use o iness within a special use building may have 1 sign per street frontage. ❑ b—Maximum Size: Not to exceed 25 SF. ❑ c—Maximum Projection: Not more than .5' m building. ❑ d—Height: Not higher than the wall. ❑ e—Illumination: May be illuminated. ❑ f--Location: Allowed in all PRO overl zoning di s 'cts and subdistricts. ❑ Freestanding ❑ a-Maximum Number: 1 sign per eet frontage but no more than 2 signs per premises. ❑ b—Maximum Size: 0.4 SF of sign' g per street frontage 'mum 50 SF. ❑ c—Maximum Projection: Not be and PL nor closer than ' to the curb line. ❑ d—Height: 5', No sign placed o a berm shall be higher than ' above the top of the curb nearest to sign. ❑ e— Illumination: May be illu ' ated. ❑ f—Location: Allowed in all P O overlay zoning districts and su districts, except Addison Ave and Blue Lakes BIvd. f � (D) D)ze PMENT SIG A sign not internally ated which s es the name of a particular development. ❑ 2-Maximum N Each veh' ular entrance to the development may have one sign. ❑ 3—Maximum SiEach ❑ 4—Maximum P : N beyond the property line. ❑ 5—Height: Not❑ 6— Location: Al 1 zoning subdistricts(E)TAR SIGN:A sign not directly illd whic advertises the sale, rent or lease of real property on which said sign is located. —No Permitd. (F)FLUSH WALL-MOUNTED SIGNS: A sign which may be illuminated, mounted on a building with the sign face parallel to the building wall or which may be painted on a building wall. ® 2-Maximum Number: 1 sign for the first 50'of lineal wall that is visible from public way or parking area and I sign for each additional 50' of lineal wall the is visible from a public way or parking area. N 3—Maximum Size: 3 SF per lineal foot of wall but not to exceed 150 SF per sign. ® 4—Maximum Projection: Not more than 1.5' from a wall. ® 5—Height: Not higher than the wall. ® 6—Location:Not allowed in Ag, residential, AP, and OS oning districts and subdistricts. (G) PROJE4TING WALL MOUNTED SIGN: A sign which may be illuminated, mounted on a building with the sign face perpendicular to the building wall. ❑ 2-Maximum Number: Each commercial use may have 1 sign n each wall that faces a public way or parking area. ❑ 3—Maximum Size: No maxim ❑ 4—Maximum Projection: Not o 5' over a public right-o way. ❑ 5—Height: Not higher than the wal , or lower than a paint ' above the ground. ❑ 6— Location: Not allowed in C-1, Ag, esidential, AP, an OS zoning districts and subdistricts. (H) ROOF MOUNTED SIG : A sign which may be illuminated, mounted on a oof of a b Iding. Roof mounted signs may be allowed only when sign supports appear to be an architectural d integ part of the building, free of any exposed bracing. ❑ 2-Maximum Number: Each building may ha e I si n. El —Maximum Size: 1 SF per lineal foot of wall ut of to exceed 150 SF per sign. ❑ 4—Maximum Projection: Not beyond a vertical ' e projected from the building walls. ❑ 5—Height: No special restriction. ❑ 6—Location: Not allowed in C-1, Ag, residentia and OS zoning districts and subdistricts. (1) CANOPY OR MARQUEE SI S: A sign which may be illuminated, mounted on a v rtical surfac of a canopy or marquee. ❑ 2 -Maximum Number: No special limit. ❑ 3—Maximum Size: 1 SF of area per 3 SF f vertical canopy r marquee surface area. ❑ 4—Maximum Projection: Not beyond t projection allowed the building code for a canopy or marquee. ❑ 5—Height: Not higher nor lower than a canopy or marquee. 13 6—Location: Not allowed in Ag, resi ential, AP, and OS zoning districts and subdistricts. (J) IDENTIFICATION SIGNS: A sign which may be illuminated which states the use within a building or the company name of the occupant of a building with the sign face perpendicular to the building. ❑ 2 -Maximum Number: Each commercial use may have 1 sign mounted under a canopy or marquee or projecting from a building wall. ❑ 3—Maximum Size: V measured vertically and 5' measured horizontally. ❑ 4—Maximum Projection: Not more than 50%of the projection allowed by the building code for a canopy or marquee. ❑ 5—Height: Not lower than a point 8' above the ground. ❑ 6—Location: Not allowed in Ag, residential, AP, and OS zoning districts and subdistricts. (K)WINDOW SIGNS: A permanent sign which may be illuminated, visible from the outside of a building, which is painted on a window or hung inside of a building. ❑ 2-Maximum Number: 1 sign per 32 SF of window glass. ❑ 3—Maximum Size: Not to exceed 25%of glass area. ❑ 4—Maximum Projection: Not beyond the wall of the building. ❑ 5-Height: No special limit. ❑ 6—Location: Allowed in all commercial and manufacturing zoning districts and subdistricts and in the PRO Overlay. (L) FREESTANDING SIGNS: A sign which may be illuminated and which is supported on the ground rather than a building. ❑ 2-Maximum Number: Property dimensional allowance divided by the 200 SF maximum size. ❑ 2 signs may be any distance apart, thereafter signs must be a minimum of 100' apart. ❑ 3—Maximum Size: Maximum size of sign is 200 SF, 300 SF for signs for multiple occupancy premises in lieu of any other freestanding signs ❑ 4—Maximum Projection: No sign, foundations or structure, shall encroach the property line. ❑ No sign within 8' of the curb have a sign face located between a point 3.5' and a point 8' above the top of existing curb. ❑ Vision sight triangles shall not be encroached, if sign is greater than 3' tall. Cl 5—Height: 10-9-1(K) Maximum height 35' except in M-1 and M-2 where maximum height is 50'. ❑ 6—Location:Not allowed in residential, AP, and OS zoning districts and subdistricts(PRO). (M) OFF PREMISE SIGNS: Not permitted. (N) CONSTRUCTION IDENTIFICATION SIGNS: A temporary sign not directly illuminated which provides information about a construction project in progress. ❑ 2 -Maximum Number: Each construction project may have 1 sign. ❑ 3—Maximum Size: 64 SF. ❑ 4—Maximum Projection: Not beyond private property lines. ❑ 5--Height: Not higher than 16'. ❑ 6—Location: Allowed in all zoning districts and subdistricts. ❑ 7—Duration: 1 year permitted by renewable permit upon application to the administrator. (0) SPECIAL SIGNS: (Special Use Permit required) A sign which may be illuminated, which may be allowed by special approval of the commission and which designates emergency facilities or which designates separate buildings and building offices in multiple building complexes, or provides historical or other special information of public interest. (P) SER CE DIRECTIONAL SIGNS: A sign which may be illu inated and used to identify se ce bays, warehouses, etc. ❑ 2 -Maximum Numb e : Each bay or warehouse ma have one sign flush mounted above the door. ❑ 3—Maximum Size: 1' easured vertically and not o exceed the width of the door horizontally. ❑ 4—Maximum Projecti : 1.5'. ❑ 5—Height: Not higher t the wall. ❑ 6—Location: Not allowe in Ag, residential, AP and OS zoning districts and subdistricts. (Q) MESSAGE ENTERS (Speci Use Permit required) An electrically activated sign w 'ch provides gene al public service information such as time, date,temperature, weather, directional information, essages of inte est to the traveling public and commercial messages and which are commonly used to au ent business i ntification signs. Message centers may be allowed only by special use permit. (R) RELIGIOUS A EDUC TIONAL FACILITY SIGNS: (Special Use Permit required) A sign which may be illuminated and ush w 1 mounted or freestanding which advertises an authorized religious institution or school in reside tial ning districts. Religious and educational institutional signs are allowed only with special approval of t co 'ssion after it has determined that in its opinion the sign will not adversely affect and is compatible with t e urrounding property. (S) DIRECTIONAL OF REMISE SIGNS: (Special Use Permit required) A freestanding or flush wall mounted sit n hich may be illuminated and which directs to and identifies a premise or two (2)or more premises n t loc ed on the same property as the sign. Directional off premises signs may be allowed only by special use p rnvt. (T) POLITICAL GNS: No p rmit required A sign which promotes an indivi al or cause. (U) BENCH S NS: (Special Use ermit required) A sign incorporated on a be h designed and inten d to be used for seating. COMMENTS OR NOTES: CITY OF TWIN FALLS SIGN PERMIT APPLICATION Twin Falk City Code Chapter 9 www.tfd.orf Business n$me: Absolute) Flower's In Addaess of subject pMUpmlr.. 285 blue Lakes 61vel N Property legal description: Name of business owner: Mike Finard Phono#: tzoa)y34-2eoo Sign company nam: Youn Electric 9l n Go Sign company address: Sign company Content person: Angelina Bunnell Phone#;(208)345-2862 FaX#-(206)34'.5-3064 Please describe the number and types of signs propose and estimated total value: 1 Illuminated Wall Die Iay 4 000 CurrentSlgnage: Slzn# T Illuminated Dimensions IFJehZht Location 1 Pole Internal) 7'E-x9'8" 20' East Elevation Proposed Slgnage: Sign# Illumbated Dimensions Height Location l NFa!! T 12 2'8"x8' 2'8" East Elevation 1j 1.-Two(2)coples of documentation sahtnitted. It2.-Signs drawn to scale and dimensioned; attach a color rendering that represents the actual sign(s). 3.-Site Plan-scaled,showing; O North arrow and scale. ❑ Dimensioned location of proposed and existing sign(s)on property. ❑ Stred frontage dimensions and all street names. ❑ Din=sloncd property lines. ❑ Existing and proposed buildings. ❑ Right of way. ❑ Diuywsioas from outer edge of sign and/or foundation to back of sidewalk and/or face of curb. ❑ Dinxasions of wall(s). 31(4.-Sign Elevations,showing; ❑ Dimensions,locations,and orientation for every sign,existing and proposed. ❑ Face,pole covers,non-lettered areas,base,poles,and non-lettered symbols. ❑ Height of sign from ground. ❑ Projection of sign. ❑ 5.-Foundation details for all free-standing signs. 6.—Completed application forth. For questions,please contact Turin Falls Building Department at 735-7238 or 735-7294 • YOUNG ELECTRIC SIGN COMPANY Boise Division 206.345.2982 Telephone 208.345.3064 Fax 416 East 41 st Street P0.Box 4478 Boise,Idaho 83711-4478 July 19, 2008 City of Twin Falls Planning and Zoning P.O. Box 1907 Twin Falls, ID 83303 Kelly, Here are the permit drawings and the permit application for Absolutely Flowers located at 285 Blue Lakes Blvd N. If you have any questions, please feel free to call me at 208- 345-2982 ext3144. Thank you, Angelina Bunnell Permit Specialist z — N O N Q LO CII'GTIH�l NIMl n O - W N c io GANvi anio 98Z S Q Q .. C c3217M0i:Aia- niOS9H ? < w W ^� U 1 z _n3 LLJ NLU �LLI Q W I� r .� O o Z m Q "�""' ` U I� o Oak WDZ �� W Z O 0 CT, IPUN V \ , rMR �D7 0 �I Q - 1 D 1 1 LU LLI LU LU Jv o o • �; m �� LLI • LIJ -yo to I �J J� • LLI z o U) w C) w w o =Q 41 'S-nVJ NIMl � � p W 'N GAIS S3>ivi 3nis 58Z W CO o o ■• p� S2tj3MO13 A�Diniosov 0 3 w - _ = (Y) co a Q r u - � a pr- W CL Z � C4 C-6 O t— LIJ J m CD Lu ¢�-- Lij 0 �~ cn 0� w 00 Q (DOop -' � U0 w Q co C) m CO — O _ a � 2imIY OF- wa_ } ww} 0 QJaOzw zOLULL � ooviOO O - J J � zt m LO Q 0- \j � M CO z -J = O M `.Z ()� Q ~ f h �- J ww � (0w z2xw � o I— JNDQ W Q z U) O = wEDo �u) tm_ 00 w J = U O 0� Jm � p 0 � 0Lu0 U) � co z — U O zwF- Q' JJ o2SZWDWCOJ II LL m 0 Q = z cY �'IT LL U Li- co3: < • ' o Z VNIl30NV I SS3o2if18 HOlf18 O00 NMVtlN __ _ NOStl3d531tl$ I . •U. ' . Q w 31tl0 31VDS w co C�lU O U Z CDCD m Q Z 1 • = Q < r 2 i • W w 3 M Mom1 LU C) O 41'SIIV NIl LU cr N GAIO S3MVl 3me 58Z a S2i3MO13 1131111OS8V iN31IJ cn r^� LL- C u.I z CD 0 c-6 J � � Ll R �.'.•r`e� M it i w w f a, S, ! 4 a 4 Ifi i .. enGineeRinG JOB NAME Standard attachments LOCATION yarlOUs lOGatlOnS DATE 01/21/08 By AH/B..l DESCRIPTION Single faced wall mounted sign Cabinets JOB NO. SHT OF yBSCoe SINGLE FACE WALL SIGN 2006 IBC 90mph C B (20'-l" MAX) a •„ g Q o I EFS FACIA 12" Max INTERNAL FRAMING BRICK WALL CMU OR CONCRETE WALL TOGGLE BOLT (SEE TABLE 3) LAMPS!c SOCKETS POWERS LOK-BOLT POWERS LOK-BOLT HO HO aC EXPANSION ANCHOR (SEE TABLE 3)CHOR 12* (SEE TABLE 3) s LAMP BALLAST )F EMT CONDUIT r ALL WALL PENETRATIONS HANDY BOX TO BE SEALED USING SILICON DISCONNECT SWITCH SINGLE POLE 20 AMP o RETAINERS DRAIN HOLES . 0 ...._..........._.._._..._._..._._.........._..._.........................------_.............................._..._........._.......... Table 3. Fasteners to be used when attaching single face sign to wall type. EFS wood Clapboard Red Brick Concrete CMU Block Approx. Area Toggle bolt Toggle bolt Powers"Lok-Bolt" Powers"Lok-Bolt" Powers"Lok-Bolt" (ft) (into backing) (into backing) --_ .-__ ___ ,.____�._ _—_. Diameter Emb. Diameter Emb. Diameter Emb. 25 _ (8) 1/4" (8) 1/4" (4) 1/4" _1-1/8" (4) 1/4" 5/8" _(4) 1/4" 1-1/8" 4 50 (6) 3/8" (6) 3/8" (6) 1/4" 1-1/8" (4) 1/4" �5/8" � (4) 1l4" 1-1/8" 75W(8) 1/2' (8) 1/2 (6) 1/4' 1-1/8 (6) 1/4 1-1/8 (6) 1/4 1-1/8 100 _ N/A N/A (6)3/8" 1-1/2" (8) 1/4" 1-1/8" (8) 1/4" 1-1/8" _ 125 N/A N/A 1 (6)3/8" 1-1/2" (6) 3/8" 1-1/2" (6) 3/8" 1-1/2" NOTES: 'V 1� e�'�DRAL �C Type of wall fastener will vary with each wall type, I .`�, 1 f 1LL►"�� ('. .,) ST�/� -Refer to Powers documentation for proper use of the"Lok-Bolt." .° Q, v� T -Display area is calculated by(A X B=area). ^(,�a,��`\TEE �.._u & -Displays larger then in Table 1 require special engineering. `�� 6 6 co Q�b A4 N 01-16-2000 12:17PM FROM Eagle TO 1700736225b P.01 285 �,c r3►J • • Eagle Engineering T 1035 YeAowwbM Ave.; 'floor Po.&Wlo,kWV a3201 (2p8t 234-2240 Facsimile Cover Sheet Date: rr -f D Time_ �S�? Number of pages including cover sheet: To: L Attention: FAX Number. _ From: _Z'(�./ Comments:� • ez ZA� Ac If questions or problems arise, please contact us at Phone: (gas)234-2240 FAX : (208)234-2290 o00Z 8 i Nbr a3A1333y 01-1B-2000 12:18PM FROM Eagle TO 17007362256 P.02 Eagit Engin"ring 1035 Yrflow&m 7'Fbor Pocommo,fddro 83201 (208)234-2240 January 10, 2000 Mr. Michael Verzwyvelt Michael Verzwyvelt&Associates 2411 View Drive Twin Falls, 1D. a3301 RE: Structural Analysis and Review of the Absolutely Flowers shop roof overbuild located in Twin Falls, ID. Dear Mr. Verzwyvelt.- As per your request, we performed a structural analysis and evaluation of the over built roof system for the Absolutely Flowers shop in Twin Falls, Idaho. Structural attributes as provided to us on your plan set are adequate to support the imposed loads. The design loading and structural attributes analyzed are as follows: Structural Attributes-. 1. Overbuilt roof joist framing. 2. Lateral face resisting system, roof sheathing. 3. Existing steel beam adequacy for the new roof overbuild, 4. Masonry wall shear capacity for the lateral wind bad. 5. Lintels in load-bearing walls, i.e, over the two window openings Wind Load: Seismic loading —Zone 3 (1997 UBC) 20 psf wind load and a mean roof height of 14'-0* Roof lgydirg Dead Load = 10 lbs. /sq. ft. Live Load = 16 lbs. / sq. ft. (1997 U.B.C. Table Ts-C) Snow Load = 30 lbs. I sq. ft. (20 psf ground + 10 psf drift potential) " Live load and Snow Load are not concurrent loads. 01-1i -2O00 12:19PM FROM Eagle TO 17007362256 P.03 Ee E 1O_ ^Stet pro�p�NO. y�4 7 Rev. Sheet — °f pl lk oat•�a __ Chocked by �,,��ic Date /21 is r ff ._� Ste: Approved by Data I 1 ---i.-,­t­-r�r�v�.- zle 31 . _�.ry-- ._..._-• •. � _.-... ....._. ...•..TlX�J��� V/fYr/...�!l.I!_.l.i......M.�.��! /4CG�.��.._v_y_-IYr. 33 14 f � _4. _��i• �_- ..-._ .. _ _..._.- ..__ .._..-_ - � _....-_+_.._._ ...,-yam � ' ,.L-�..- _..r.. _��•_ � _-• _.-._ ..... ... _. _.... --_' _ -....._.. ram.i ` - • -�'�_�.7�;�,pis:_ ___. ..�:rs-� -�;�...:.,r�o �,*•--7 a-_`-.; �--���_ �,a, I•� _._. .... .. - Cam..::. _����..�..• � 1 _�a��(► -�� -: � Wit-'• - � . V _Y A 01-18-2000 12:19PM FROM Eagle TO 1700'736225b P.04 Anainis Results: Roof joist framing using 2x12 No. 2 lumber 16" on center is adequate to support the imposed design loading listed above- Seismic loading controlled and the roof sheathing experiences a very small diaphragm load of 125 lbs per foot and consequently minimum nailing as per 1997 U.B_C. is required. We recommend (see attached UBC Table 2341-H) 8d nails 60 o.c, max at all supported penal edges wou4d yield a diaphragm value of 170 lbs per foot capacity utilizing any orientation of the 7/16' OSB sheathing. Please note that this report is limited to only the structural attributes listed above. A complete detailed analysis of the interaction of the existing and new structure was not performed. Deficiencies that may exist and are not identifiable by this analysis or could not be determined without a separate analysis are beyond Eagle Engineering's involvement and the 3COAe of this report. If 1 can be of any further assistance, please call. Very Truly Yours. Eagle Engineering V&D PRO ff W s Mark P. Forbord, P.E., S.E. of �oR 9097-01102000.doc O Altodmenls-CWWkt60@*(10 stwers) 01-1B-2060 12:19PM FROM Eagle TO 17007362256 P.05 t i 0 1* Eagle Erokm - tp-Caimiation St*W Project No. f7�p Rev. Sheet .2 of fU 1 Client Cosrtputed by F Deis Salt U, C)m Chadcedby y�j� Dole/ Approved by Date !77 1035 / -jr ' � � .� 111E----- -----: ___•._-___.:- _: •�--=--�- ' _ �f F6x 3 r s • _�_Ali?.a ._•�_ - ..G.�.e �...'. qZ Ll �M 01-18-2000 12:20PM FROM Eagle TO 17007362256 P.06 Eagle Ewe milV-CdvAmbm Sheet Project No. 909 7 Rev. Sheet of �O i Client f- CorrpxiDed by ,U Deft,G,� / ! kt� Sd�xc i� checked by /r,1Pf Dade/2-1/ CI F Approved by Dote I I. LlBG..,i.w�dt,..J�.�G��._s AP - --d--i--r--- --i t -.--T- lv- __ 01-16-2000 12:21PM FROM Eagle TO 17007362256 P.07 Eagle F.n4ineerinp-calculasion 9nett project No. g/��� 7 Rev, sheet_4 - - of ZO : ; , Clier>b Computed by ,!/ Date A �; Checked by ,�►® Oaie/z/ S 1 f f Approved by� Data I I 01 dS- - ---- --- T---_�-- -r-_- -_: __. ��r..�i.�.rG�t�l_3;L..-1.�.�.+__�_��.I�tYLr,�•�'.. ..�r-*�...$7b�'T�.__�Qd:`�/i_ft.L.I�.IY,�_ �e ts.roi-�►--.46. {.. ..W E--jt-. ..94c.hG --Y- _l.._/__. ,.T+YCIL-_ ... '_._..�,..--..._ _ ..._...._.. _ ._.._. _. .. ......_._ .. _...... .— .•.___.. ......,_• ....._ti....... ....._ 01-18-2000 12:21PM FROM Eagle TO 17007362256 P.08 Eagle ErgkmmfuV-Cala�Sheet Pia No_ 4?? Rev. shw !9- of Zo 9 Client Competed by Data/Z/ /S-/ � " .I ; o c- 5 Chedwd by f,,��C: Date /zl Ir I f f Approved by Date / 3 .7.... iso /by 75 i -lee(_L.-S._T.,�...•l,F—twe14 TJ- CA —�VZoe0 t�d� 44'ea�++: -w..-.-:--- .---.-�Di'Irfie-sN!�1�._ah..l4A_"-a►�_f __ - .,_.. �-:��gp_.� it 01-18-20M 12:22PM FROM Eagle TO 17007362256 P.09 Eade EnWmwing_CamAw w Sheet Pmied No. 90V 7 Rev_ Sheet d �0 4k. Client _Y / �L / Cor VAed by Date�,�1 jS-4f Subject: a .� Checked by �° Date /Z/ /S-, Approved by Date ! ! .... ............_...__ err.. - .-_.�_�....- .- � • ._._•_.•• ....�_. .�. �....._._.. ... ..;._.... ... ...�........ .;..-..._. __..._._.....�._ •� fit t ' i ..__... ..,..._,_^_'--- -_.._.... .. ..........-..._..-..._._ _.._....... .•1 _�__.._....r.__.�. 01-18-2000 12:23PM FROM Eagle TO 17007362256 P_10 1997 UXWOR11 BUMMIG COOT • TABLE 2S." �/ram TABLE 2544i— AWWASLA SHEAR Of POIAWS PER FOOT FM FORMAL WOOD STRUC7URAI.PANEL MPHRAMS WRH FRAN=OF DOUGLAS M AAiACH OR SOUTHERN PWE1 tt6oaM1 M MAPM 1i19U3 t4d grdw� M aBa oa-----tad aa�M w prwr ++prdbr s.ro.A K—s wNF�aafaa o Mks N.w� `.=wwc x asA Iw raw mom" Im111m ok, IILVL IMIRL rop no WEN11100 M MAN prsl a*- ark WrIMe PRsfET WM* t7#plpit!1 }f1AlIM10 x 20A su arw w earaAamr a WI Mirr 1M MOM i a a 4 s ��1° PMrEL QPAM "a sea x XA Mr was .s;4M$w$4mm 6d 2 1&S 250 173 420 165 22% 3 210 290 420 475 195 140 Stracsrtrsl1 1 1/2 3 300 4W 600 67755 X5 2110 I 1 is 15/32 2 3 360 48D 720 820 320 240 2 170 225 33S 380 ISO 110 6d 11/s i 5114 3 190 25t1 390 430 170 125 2/02 its 250 375 420 165 w 3 210 280 420 475 185 140 COD,C-C, sh 2 240 320 480 S1S• 211 160 SI- 3 270 360 540 610 'w 180 w d�gr.dc. 2 25S 340 505 575 230 170 st aoted in UBC Od 1112 7/16 3 21i5 3W S70 W 2S5 190 '23-3 23 2 a, 2 270 360 590 600 240 ISO23 3 ssh2 3 300 400 60p 675 2" 200 2 290 399 S7S 6SS ZSS 190 10d1 1514 15 3 325 430 6% 735 290 215 19 2 320 425 1 640 730 285 215 3 360 1 480 720 am 3Z0 240 17but valets art far 2llm4iee load.dae 1n wied a cartbgaeke told mnu be reOnad 25 pencew for omm l bbdM&-Specs tra1b 12 mt es(3%man)oo anla 4kxv isnesmt&alt fia=cs mebbtm AHowabk tdbea r vebros for nub in training anemben of aba specaen its forth yn Division III,Put A shdl be ca knl.vd fm al l o I Rwdn by r"1u *c shw ay Ch►a(m nad,In sencm m I by the foIImft NMM- 2 for species with spec fic gravity vu iu dun or egral to 0.42 but len dun n v,.adUAS for spwks wets 4 spcciac gavRy ku thm 0.42. 4ramiag u adjoining panel&*;shall be 3-inch(76 mm)nomi7aI or wider sod nails shalt be sumcmd where,osits a»"Cad 2 ied1N(51 seep)or 21/1 inebm (64 mm)on oentaL 3F i 1 adj-1 ' paeel ocips sW be 3-b"(7a mm)wmicai iw wi jc Jed Tis"MAH be noggeted WhM 10d a&&hsvi ft peoetrtrion into fi'.m*of inns tb.n l la bKixi(41 mm)ate spaced 3 ieebes(76 mm)or kss an c enur. LOAD CASE 1 Ff1Wlf iG CASE 2 BLOCKING IF USED 9 Lf)AD CASE 4 DiAPt1RAGM BOUNDARY CONTWUaUS PANEL JOINTS LOAD CASES FRAMING LOAAD 5 FRALV40 CONTINUOUS PANEL JOINTS CONTINUOUS PANEL JOINTS MOM Airtg��trlay In SWW dkae5al for dlnphr*gM&provided aN tp d propedy 01-19-2000 12:23PM FROM Eagle TO 17007362256 P.11 Eagle ErokwerkV-CakxAK=sheet Project Na_ •r1 Rev. 3hW 8 -of / Computed byp� Date o i� 0 7f o0 4K4 Checked by Date I 1 ' Approved by date ! ! .............. en Ar 0644 S /32 _ , -----... ...• .. .....-----.._.__...._--�--�-- -- .. . . . . .. .. -,rid o � , 01-18-2000 12:24PM FROM Eagle TO 170073622% P_12 Es&EnvkSerirm-CabAi im Sheet Prcod,No.7 0 9 7 Rev. Sheet ; of /a i ClerkCwpjWby MOF Date j 7 1 C o checked by Date ! Approved by Date M / Ar r - a 3 .oaz�i+ -._ 01-1E1-2000 12:24PIl FROM Eagle TO 17007362256 P.13 Eagle Enginving P.O. Box 2402 l,t Pocatello, Idaho 832()l Date: aqw/00 Page. ��o MASONRY LINTEL DESIGN Absolutely Flowers load-bearing wall lintel over windows OESI(NI DATA UITEL KIA Pa * 1500 psi Clear Spas - 2.00 ft lobar Size 0 5 Fs = 24004 psi Lintel Depth = 0.67 ft 0 Bars EIF 0 locations = 2 For talc of Em= fIs i 750 Thickness 8.00 im Spacing Between Bars = 4.00 in. EN = Nett. i f'■ = 1125000 psi Emd Fixity Pimmed:Pimned lobar Clearance 0 Top 6.00 im m : Es/Es - 25.18 • Clearance I got = 2.00 is No Special Imxpectioe Use Nediee Weight Block Bar Sets Vertically 1 Seiseic factor - 0.31 Lintel Kt. Multiplier 0.15 Iliad load - 15.1 psf EgBiv Solid Thick. 7.60 to lintel Weight = 74.10 psf Load 0oratiom Factor - 1.33 Imclode LL w/ lliaddfq. ? No APPLIED LUX Uniform load from 0.00 ft to 0.00 ft, OL -- 0.20 k/ft. 1L = 0.40 k/ft S1t1111Aiilr Combined Stresses vertical Lateral Combined MOMENTS S S"ABS... .. A at....., .....Shear.... DULL ; fb/Fb -- 0.211 0.000 4.217 (= 1.00 01( Vertical Loads Acteai Allow Actmal Allow... fv/Fv = 0.939 0.000 0.930 (= 1,00 OK Dl only . 0.1 1.5 k-ft 6.99 19.31 psi OL+M+(Ll) : fb/Fb = 1.063 0.401 4.463 c: 1.00 01 OL+LL . 0.3 1.5 k-ft 18.11 t9.36 psi fv/Fv * 0.2T1 0.008 0.279 <= 1.00 oK DL+Wind/Eq.+(Lt) : 2.0 k-ft 25.76 psi 01+E+(Ltl fb/Fb = 0.043 0.000 0.063 tz 1.00 OX Lateral Loads fv/Fv = 0.271 0.812 0.283 (= 4.04 OK BIRD : 0.0 0.1 k-ft 1.21 25.76 psi SEISMIC : 9.0 0.0 k-ft 1.31 25.79 psi VERTICAL. R EN6TN LATERAL 3TI R&Tll ALLQWtE STAfSSES- As = 1.240 i m2 As - 0.100 W Masonry Fb : eP - BAN ap 0.600 333tPol(.5 if w/o iaspi 247.6 psi k:(mpt+2mp)'.5-mp = 1.673 k:(mp2+2mp)'.5-np 0.000 Steel : 24000.0 psi 6.776 im i = I - k/3 - 1.000 is Fv=f'm'.S+(.5 if no lisp) s 11.4 psf 11,mas = Fb kMUIR - 1.54 k-ft li:rmu = Fb kjbd=/2 = 0.09 k-ft N:stl = Fs f As n j a d = 11.42 k-ft N;stl = Fs x As ; j a d = 0.60 k-ft V4.40 (e) 383-96 EMERCALC Eagle Engineerteq, QBOf63 TOTAL P.13 • � � a� =. City of Twin Falls Building Permit Permit Type: Codmercial Permit #: 9900736 Permit Date: 01/17/00 Address : 285 BLUE LAKES BV N Project Type: MISCELLANEOUS Construction Types V-N Occupancy: STORES Zoning: Cl ------------------------------------------------------------------------------------------------- Intended Use: FRAME NEW ROOF OVER EXISTING --------------^-------------------------------------------------------------------------------------- Owner Name: ABSOLUTELY FLOWERS Contractor: ANDERSON, DON CONSTRUCTION 285 BLUE LAKES BV N P.O. BOX 2293 TWIN FALLS ID 83301 TWIN FALLS ID 83303--2293 Phone: ( ) - Phone: (208) 734-2164 --------------------------------------------------------------------------------------------------- Building Valuation: ,# of Floors: # of Units: Square Occupancy Type Construction Type Footage Base Rate Total Value ------------------------------- ------------------------------- --------- --------- ------------ STORES 33.60 6500.00 --------- ------------- Totals. . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 6500.00 -----------------------------------------..__---------------------------------------------------- Building Permit Fees: Date Description Type Hours Amount --------- ------------------------------ -------- --------- ------------ 12/20/99 PERMIT FEE Building 119.24 12/20/99 PLAN REVIEW FEE Building 77.50 ------------ Total Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 196.74 Less: Collections to Date. . . . . . . . . . . . . . . . . . . . . . . . ------------ Net Amount Due 196.74 ------------------------------------------------------------------------------------------------------ This permit is being issued subject to the following Special Provisions and Deferrals: STRUCTURAL CAPABILITY OF EXISTING STEEL BEAMS WHICH SUPPORT EXISTING AND OVERBUILT ROOF ARE TO BE VERIFIED BY ? : STRUCTURALENGINEER AND NOTIFICATION OF THEIR ACCEPTANCE IS i TO BE PROVIDED BY HIM TO THE BUILDING DEPARTMENT. ------------------------------------------------------------_------------------------------------ Is is understood by the undersigned that this permit is issued subject to all applicable Twin Falls City Codes and Ordinances. It is hereby that the work called for herein shall be done in compliance with the same. This permit is not transferable and will become null and void i work is not commenced within 180 days or is abandoned for a period of 0 days. Signature: Date: /.//lazfl City of Twin Falls Building Permit Application Permit Type: Commercial Permit #: 9900736 Application Date: 12/20/99 Time: 15:21:21 STORES -- Project Type: MISC MISCELLANEOUS Address : 285 BLUE LAKES BV N ------------------------------------------------------------------------------------------------ Legal Description: N/A ------------------------------------------------------------------------------------------------ Intended Use: ROOF OVER FRAMING ------------------------------------------------------------------------------------------------ Owner Name: ABSOLUTLY FLOWERS Contractor: ANDERSON, DON CONSTRUCTION 285 BLUE LAKES BV N P.O. BOX 2293 TWIN FALLS ID 83301 TWIN FALLS ID 83303-2293 Phones ( } - Phone: (208) 734-2164 --------------------------------------------------- ------------------------------------------- Plans Submitted: Site Plan Roof Structure : Foundation : Floor Structure: Typical Construction: Specifications : Floor Plan : Plan Analysis . ------------------------------------------------------------------------------------------------ Building Valuations # of Floors:, # of Units: Square Occupancy Type Construction Type Footage Base Rate Total Value STORES 33.60 6500.00 Totalsr... ... . .. .....I ... .. .. .... ... .. ... ... .. .. . .. .. .. .. 6500.00 Building Permit Fees: Date Description Type Hours Amount 12/20/99 PERMIT FEE Building 119.24 12/20/99 PLAN REVIEW FEE Building 77.50 ------------ Total Fees.. .... ........... .. . 196.74 w ... . .. ..w r..r r r r. Less: Collections to Date... .. .. . ... ............. ------------ Net Amount Due 196.74 ------------------------------------------------------------------------------------------------ The owner (or applicant in the case of new construction) hereby applies for temporary water service as a condition of this permit and understands that any city water services provided will be under temporary agreement for a period not to exceed six (6) months unless extended or regular water service approved by the Building Inspection Department. OWNER: DATE: APPLI NT: ATE: 12- ZO' 99 CITY pF BUILDING DEPARTMENT P.O. Box 1907 Phone (208) 736-2238 345 Second Ave. East Fax (208) 736-2256 ^��. Twin Falls, ID 83303 oA��I�y �P►�oQ SERVING December 22, 1999 Michael Verzwyvelt 2411 View Dr Twin Falls, ID 83301 Re: Permit Application#99-736 Dear Michael: The plans submitted with the permit application for Absolutely Flowers' new roof included a letter from Eagle Engineering in which Mark P. Forbord, PE, SE, reviewed your roof design. In that letter there were several assumptions and disclaimers: "All existing building headers, masonry walls and pilasters were not checked and are assumed to be capable of withstanding the additional dead load from the roof overbuild . . .;" "The steel beams that support portions of the existing and overbuilt roof will have to be field verified for size;" and"A complete detailed analysis of the interaction of the existing and new structure was not performed." These sentences concern me. As you know, stamped plans are required for structural modifications to a commercial building. I am not opposed to an engineer's review letter of a draftsman's plans in certain situations. However, an engineer's review of the new construction without a review of the structural elements that support it is not adequate. Please provide stamped and signed verification from the structural engineer that this building can support the added load of the new roof. Once we have that, a permit can be issued for the construction. _ Sincerely, PXO�4� Marianne Barker Building Official Cc: Don Anderson Construction Eagle Engineering 1035 Yellowstone 2"d Mwr PocateUo.Idaho 83201 01 (208)234-2240 January 10, 2000 Mr. Michael Verzwyvelt Michael Verzwyvelt &Associates 2411 View Drive Twin Falls, ID. 83301 RE: Structural Analysis and Review of the Absolutely Flowers shop roof overbuild located in Twin Falls, ID. Dear Mr. Verzwyvelt: As per your request, we performed a structural analysis and evaluation of the over built roof system for the Absolutely Flowers shop in Twin Falls, Idaho. Structural attributes as provided to us on your plan set are adequate to support the imposed loads. The design loading and structural attributes analyzed are as follows: Structural Attributes: 1. Overbuilt roof joist framing. 2. Lateral force resisting system, roof sheathing. 3. Existing steel beam adequacy for the new roof overbuild. 4. Masonry wall shear capacity for the lateral wind load. 5. Lintels in load-bearing walls, i.e. over the two window openings Wind Load: Seismic loading -Zone 3 (1997 UBC) 20 psf wind load and a mean roof height of 14'-0" Roof loadin : Dead Load = 10 lbs. / sq. ft. Live Load = 16 lbs. / sq. ft. (1997 U.B.C. Table 16-C) Snow Load = 30 lbs. / sq. ft. (20 psf ground + 10 psf drift potential) * Live load and Snow load are not concurrent loads. RECEIVED - JAN 13 2000 01TY of TWIN FALLSq� eunal�o n Analysis Results: Roof joist framing using 2x12 No. 2 lumber 16" on center is adequate to support the imposed design loading listed above. Seismic loading controlled and the roof sheathing experiences a very small diaphragm load of 125 Ibs per foot and consequently minimum nailing as per 1997 U.B.C. is required. We recommend (see attached UBC Table 23-II-H) 8d nails 6° o.c. max at all supported panel edges would yield a diaphragm value of 170 lbs per foot capacity utilizing any orientation of the 7116" QSB sheathing. Please note that this report is limited to only the structural attributes listed above. A complete detailed analysis of the interaction of the existing and new structure was not performed. Deficiencies that may exist and are not identifiable by this analysis or could not be determined without a separate analysis are beyond Eagle Engineering's involvement and the scope of this report. If I can be of any further assistance, please call. Very Truly Yours, Eagle Engineering p P ROFFS I N'r s�o � 48370 Mark P. Forbord, P.E., S.E. 9097_01102000,doe 9 f 0 F Q` Attachments—Cak ulations(10 sheets) `A�, P F a4�0 Eagle Engineering-Calculation Sheet project No. -.74P9 7 Rev. Sheet of -- I Client: L Computed by '. Date / u.• Subject:. T�m�_ ��,�..�Jn.�s:s __ Checked by Date /Z 1 i,S' Approved by Date 1 1 .� f i �, elle /� { i9SS4is s:}se__I 1C/tea Z- �`�ri /7-�_ in� .1-7.Gam'-16 ✓69•e, vl = sps sL _ .3,g 5 46 s � + Cc, CL C= V ��u Cr c r-x Pa.6, Eagle Engineering-Calculation Sheet project No. d�F(P� - Rev. Sheet of /0 Client: Computed by Date 115 `1 Subject: Checked by �p� Dated Z //S 1 Approved by Date I I i � 1 ros: t% AT-) _ 103S` -Psi i l q� � 75 S 8 Psi => �A k� rlo9� Sheet Rev. Of Eagle Engineering-Calculation Sheet project No. �� Computed by Date 1/,7 y Client: Checked by IyP/G Date/Z 1/S 1 .: Subject: Date ! I Approved by 1 d b � A 5,, / 71 0 Z Eagle Engineering-Calculation Sheet project No. 9�9 7 Rev. Sheet 3 of /Q Client: Computed by Dated ;�� Subject: Checked by lq��G Date/?! / s! f7 ` '.v_:� Approved by Date ! ! --r---- 7© r,•3pA PkO Sec- AMA . ,'► bI-oJ /a? �s-�' (�/'7 `4/,3C �e�lc : 16 2ar --4----- /.3 To Di A. M 49� 4� �L T- Fd ry Eagle Engineering-Calculation Sheet project No. 9� 7 Rev. Sheet —4 - - of /Q =i Client: Computed by Date 1o?1451 Subject: 4Zis Checked by ',J A-- Date/Z1 i. Approved by Date I f 474- - - - CcMLA. Block ssps DL ssPs4 ( /c.4) <z�-�.�)��) = i37aeo /S44 — /r9, /¢.Sf`' i se Is ,-►); c 4t� lt� w;-,J rr,P)l C CJ 'S �4'}��. r r.� Pro c curt, f-�s5c.�,-r-i,v�� so;► � P� Sc� /�3a.?,3.z 0 Eagle Engineering-Calculation Sheet project No. 9��? Rev. Sheet � of N .. ClienIA,-CA4.1 Computed by Date/Z I /S-! E19 Subject: Checked by e: Date /Zl /r l f f Approved by Date ! / ~'�I I P;1� ,4 7.5 S , r l l& �-O = 7/5-0 Ca La f (U,S�„aW E,cl w 411 yt foec r*vA-* 44'�+��� I rO rc,4 w Alt s h.&rt N. ¢ 1 = �03 go I /3 4g5—/� Eagle Engineering-Calculation Sheet �D97 Project No. Rev. Sheet of ': .. Client: / e Computed by Date,;,g Subject: X2Checked by �r Date Approved by Date / 1 } i PAC }--- 1997 UNIFORM BUILDING CODE 0 � � TABLE 2341-H TABLE 23-H-H—ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE1 BLACKED DtAPH AGMS UNSLOCKEO DIAPHRAGMS Nag apaeky )at diaphragm boundaries(oilcases),at uous PwMI adpes parelte)to imd (caa.s s r(ca.*%a a s ar- Nab fn auppa tit edyei a)L x 25A for men MINIMUM MNNMUM a 4 0122 z� MINIMUM NOMINAL NOMINAL Nag spacing(In.)at a&—Penal edges �e�(No NAIL PANEL WVrH of unbiockad edges AN odw E ETRATFRAMI h�NM 1� Q x 25A f*r mrs or oowaktuous atkrns(kxMa tta a e 4 >tkm4 s and OOaU�10M x 7a 4 for men x 0 074e for tUmm PANEL GRADE NMLS= 6d 1114 S 2 185 250 375 420 165 125 /16 3 210 280 420 475 185 140 2 270 360 530 600 240 180 Structural 1 1 h 3/a 3 300 400 600 675 265 200 1 1 /8 i5/32 2 320 425 640 730 285 215 3 360 480 720 820 320 240 2 170 225 335 3W 150 110 6d 11/4 S/16 3 190 250 3W 430 170 125 3/a 2 185 250 375 420 165 125 3 210 280 420 475 185 140 3/8 2 240 320 480 545 215 160 C-D,C-C, 3 270 360 540 610 240 180 Sheathing, and other grades 7116 2 255 340 SOS 575 255 10 covered in UBC 8d 1112 3 285 380 570 645 255 1990 Stuxiard 23-2 or 2 270 360 530 600 240 180 23-3 11/32 3 300 400 600 675 265 200 2 290 385 575 655 255 190 f 13/8 13/ 3 325 430 650 735 290 215 19h2 2 1 320 1 425 J 640 730 295 215 3 360 480 720 820 320 240 11hese values are for short-time loads due to wind or exrthgaa ke and roust be reduced 25 penxtu for normal loading.Space nails 12 inclri(305 mm)on antes along imerroediate:framing members. Allowable shear values for nails in framing members of other species set forth in Division 111,Part III,shall be calculated for all other grades by multiplying the shear c7s cities for nails In Structura 1 l by the following factors:0.82 for species with specific gravity greater than or egaa l to 0.42 but less than 0 9,and 0.65 forspecks. with a specific gravity less than 0.42. 2Framing at adjoining panel edges shall be 3-ineh(76 mm)nominal or wider and nails shall be staggered where nails are spaced 2 inchn(51 r1tm)or 21/2 hu#sts (64 mm)on center. 3Fra i at adjoining panel edges shall be 3-inch(76 into)aonu insI or wider and nails shall be staggered where 10d nails having penetration into lkaming of more than 1/e iD drrs(41 mm)are spaced 3 itches(76 nun)or leas on center. LOAD CASE 1 FRAMING CASE 2 BLOCKING IF USED CASE 3 CASE 4 LOAD DIAPHRAGM BOUNDARY CONTINUOUS PANEL JOINTS LOAD CASE 5 FRAMING LOAD CASE B FRAMING CONTINUOUS PANEL JOINTS BLOCK]NG BLOCKING CONTINUOUS PANEL JOINTS NOTE: Framing may be oriented in either direction for diaphragms,provided sheathing is Properly designed for vertical loading. Eagle Engineering-Calculation Sheet Project No. �v Rev. [Sheet 8 of /a Client: ol, w Computed Date O/! 07!as Subject: Checked by Date ! ! " Approved by Date ! C�dt/14h'2�� �-t-4 2-(4 ��cc� lewd 0 �! Eagle Engineering-Calculation Sheet project No_ Rev. Sheet of /O Computed by Date /I 1 a o 'x Client: HOC Subject: Checked by Date Approved by Date I I • �i�fOl, wH� s�� � w� l/• Z /U1 7 �p A��` fa�G<.r�r7 �G�� !. ✓�[ -tea sr`' Eagle Engineering P.O. Box 2402 Pocatello, Idaho 83201 Date: 01/10/00 Page. J o MASONRY LINTEL DESIGN �. Absolutely Flowers Load-bearing wall lintel over windows DESIGN DATA. LINTEL DATA f's = 1500 psi Clear Span : 2.00 ft Rebar Site $ 5 Fs = 24000 psi Lintel Depth = 0.67 fit I Bars E/F ! Locations - 2 For talc of Em: f'm 750 Thickness : 8.00 in Spacing Between Bars : 4.00 in En = Muit. b f'm = 1125000 psi End Fixity Pinned:Pinned Rebar Clearance p Top - 6.00 in a : Es/Es - 25.78 ' Clearance 1 But - 2.00 in No Special inspection Use Medium Weight Block 8 Bar Sets Vertically : 0 Seismic Factor = 0.30 Lintel Wt. Multiplier : 0.95 Wind Load : 15.0 psf Equiv Solid Thick. - 7.60 in Lintel Weight - 74.10 psf Load Duration Factor - 1.33 Include LL w/ Wiod&Eq. ? No APPLIED LOADS Uniform Load from 0.00 ft to 0.00 ft, OL = 0.20 k/ft, LL = 0.40 k/ft SUMMARY Combined Stresses Vertical Lateral Combined MOMENTS K SHEARS... ..,,..Moment...... ......Shear....... DL+LL : fb/Fb = 0.217 0.000 0.217 <= 1.00 OK Vertical Loads Actual Allow Actual Allow fv/Fv = 0.939 0.000 0.939 <= 1.00 OK OL Only . 0.1 1.5 k-ft 6.99 19.30 psi DL+W+(LL) : fb/Fb = 0.063 0.000 0.063 <= 1.00 OK DL+LL . 0.3 1.5 k-ft 18.19 19.36 psi fv/Fv = 0.271 0.008 0.279 <= 1.00 OK DL+Wind/Eq.+(LL) : 2.0 k-ft 25.76 psi DL+E+(LL) : fb/Fb = 0.063 0.000 0.063 <= 1.00 OK Lateral Loads fv/Fv = 0.271 0.012 0.283 <= 1.00 OK WIND : 0.0 0.0 k-ft 0.21 25.76 psi SEISMIC : 0.0 0.0 k-ft 0.31 25.76 psi VERTICAL STRENGTH LATERAL STRENGTH ALLOWABLE STRESSES As - 1.240 in2 As - 0.000 in2 Masonry Fb : ap - 0.694 np - 0.000 333Sf'm*(.5 if w/o insp) 241.5 psi k:(np2+2np)".5-ap - 0.673 k:(np2+2ap)'.5-np - 0.000 Steel - 24000.0 psi j : 1 - k/3 = 0.776 in j : 1 - k/3 - 1.000 in Fv=f'm'.Ss(.5 if no insp) : 19.4 psi M:mas = Fb kjbd2/2 : 1.50 k-ftN:mas = Fb kjbd2/2 = 0.00 k-ft M:stl : Fs # As ; j t d = 11.62 k-ftN:stl = Fs * As $ j t d = 0.00 k-ft V4.4D (c) 1983-96 ENERCALC Eagle Engineering, KW-0601658 Eagle Engineering 1035 Yellowstone Z4 Floor "�_ - Pocatello,Idaho 83201 (208)234-2240 'December i 4, i 999 Mr, Michael Verzwyvelt Michael Verzwyvelt &Associates 2411 View Drive Twin Falls, ID. 83301 RE: Structural Analysis and Review of the Absolutely Flowers shop roof overbuild located in Twin Fails, ID. Dear Mr. Verzwyvelt: As per your request, we performed a structural analysis and evaluation of the over built roof system for the Absolutely Flowers shop in Twin Falls, Idaho. Structural attributes as provided to us on your plan set are adequate to support the imposed loadings. The design loading and structural attributes analyzed are as follows: Structural Attributes: 1. Overbuilt roof joist framing. 2. Lateral force resisting system, roof sheathing. 3. Existing steel beam adequacy for the new roof overbuild. Wind Load: Seismic loading ---Zone 3 (1997 UBC) 20 psf wind load and a mean roof height of 14'-0" Roof loading: Dead Load = 10 lbs. / sq. ft. Live Load = 16 lbs. / sq. ft. (1997 U.B.C. Table 16-C) Snow Load = 30 lbs. /sq. ft. (20 psf ground + 10 psf drift potential) * Live load and Snow load are not concurrent loads. Assumptions: All existing building headers, masonry walls and pilasters were not checked and are assumed to be capable of withstanding the additional dead load from the roof overbuild in combination with any vertical or horizontal loading resulting from wind and seismic forces. Analysis Results: Roof joist framing using 2xl2 No. 2 lumber 16" on center is adequate to support the imposed design loading listed above. Seismic loading controlled and the roof sheathing experiences a very small diaphragm load of 125 Ibs per foot and consequently minimum nailing as per 1997 U.B.C. is required. We recommend (see attached UBC Table 23-II-H) 8d nails 6" o.c. max at all supported panel edges would yield a diaphragm value of 170 lbs per foot capacity utilizing any orientation of the 7/16" OSB sheathing. The steel beams that support portions of the existing and overbuilt roof will have to be field verified for size. The minimum size of the steel beams should be similar to a W12x26 structural steel section with the following minimum section properties: Depth of member: 12 1/4 inches Width of flange: 6 112 inches Thickness of flange: 3/8 inch Web thickness: 114 inch Overall section modulus (Sx): 33.4 in' Overall moment of inertia (fix): 204 in' Please note that this report is limited to only the structural attributes listed above. A complete detailed analysis of the interaction of the existing and new structure was not performed. Deficiencies that may exist and are not identifiable by this analysis or could not be determined without a separate analysis are beyond Eagle Engineering's involvement and the scope of this report. If I can be of any further assistance, please call. Very Truly Yours, Eagle Engineering �Eo PR0"r w 4837 a r Mark P. Forbord, P.E., S.E. 9 9�F OF ` Z 9097_121599.doc Attachments—Cak"abons(7 sheets) A. 9 �. 0- 0 Eagle Engineering-Calculation Sheet TP roject No. 94p?7 Rev. Sheet of Client: Computed by Date/ 1 -r subject: Checked by �P,c Date 12 1 iS 1 f j' LA:p:poved by Date ! / (�Ssceis-�:JsJt " OFA 2 SC_ = ,� ��• SSA/� SA611- �v •A CL IV Cr /C C,= - �• a � �big y,�) k cx� P� Eagle Engineering-Calculation Sheet Project No. � Rev. Sheet .2 of 7 4 Client: Computed by Date l 15l rJ t 4 �s Checked by LPL Date 1 / Subject: ac. /2 IS Approved by Date 1 1 1 _ _ t 103 6 e- r - —' 9b b '- -'--- / f �rb4F-- J . . f-Ib = /03Sps; ? 6757 $ �s 1 �x �a D F AUa, z -sn S7&. k� Eagle Engineering-Calculation Street project No. 90 g 7 Rev. Sheet 3 of Client: ZL Computed by � DateV// ! 9 Subject: Checked by Date/2 / SI f _ 7 Approved by Date I I 7 vP�c Ta IAA. �V Fdn�. a Eagle Engineering-Calculation Sheet Project No. qo q 7 Rev. Sheet of Client 4 Computed by Date 1a//SJC� - , 57 Subject: checked by IW,e- Date/2! /,S l f 9 Approved by Date ! / ' I ! .fie� r,��c. .-�r.�G f��.�'Sa•V C LA- stock era � O . �T �rva i` ��. ��l`�-�c..�r-,, i�c� �-g f,-, -�-��'s '�.1�,•yipA fL't�vv m iZ Q61Yi �= 31 o Eagle Engineering-Calculation Sheet project No- 90�? Rev. Sheet of 7 Client: �. G Computed by Date/z/ /S-/ 99 • Subject: d Checked by Date 121 /r 1 f ' Approved by Date 1 1 1ASk-o-S arc- �fzG�2 p;/cs A /sod /7.5 ' �S• t - __ �,� :� f o�s-� (z r�'aX /G- zr�f.� �' d 7'!�•S�� . � �-7/2• S— . us•„au� E-.clwolr yZ 1 ce. rw�v 41'W411 � rt,4 wAli �.63g0 7/0r Eagle Engineering-Calculation Sheet project No. e?o 17�� Rev. Sheet (o of 7 Client: c� Computed by Datei�llS--1p i Subject: Checked by 01-1, Date 121 /s I Approved by Date ! / 6 2— (�2 M Eck. src�c e� Rno'E-J M1 1997 UNIFORM BUILDING CODE • ' TABU 23-11-H TABLE 23-WH—ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS W TH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE1 BLOCKED DWHRAGMS LWSLOCKED DW41RAWn Nal spackV I at diaphragm WwWades tale rasaq r uovs Wrni adgas peralsal to Toad ad s udGs"6 at and1 purl edges kalb nets ed�*max x 25A for ruin MINIMUM MINIMUM 6 < 1 z h IWL M PANELYn"� NaOMINAL NMWAL aP+oina(k�)at odnr prrl.dg.s txtbiod od All o0w PENETAATIOW TWMNES FRAMING x 23A for mm nx avow oondip ffedons IN fRAMINO a MEMBER job"parallel to ICaase 2,a,4, Irs) inches Ms 6 6 4 s a MWd PAt�LORAnE >v4M CO x 2bA for tom x OA148 fnf Nimm u. &=saz 6d 1114 3/16 2 185 250 375 420 165 125 3 210 280 420 475 185 140 structural 1 8d 1/2 3/a 2 270 360 330 600 240 180 3 300 400 600 675 265 200 loci i /g tJ/ 2 320 425 640 730 285 215 3 360 480 720 820 320 240 J/t6 2 176 225 335 380 150 110 6d ;1/4 3 190 250 380 430 170 125 3/g 2 195 250 375 420 165 125 3 21U 280 42D 475 185 140 3/B 2 240 320 480 545 215 160 GD,Cam, 3 270 360 540 610 240 180 Sheathing, and other grades 2 255 340 505 575 230 170 coveted in UUBC 8d 11/2 7/16 3 285 380 570 645 '255 190 Standard 23-2 or 2 270 360 530 600 240 180 23-3 t5/n 3 300 400 600 675 265 200 2 290 3 575 655 255 190 10d3 iJ/a 1J/� 85 3 325 430 650 735 290 215 l9/ 2 320 425 640 730 285 215 3 360 480 720 820 320 240 1These values are for sbort-time loads due to wind or earthquake and must be reduced 25 percent for normal loading.Space nails 12 inc (305 mm)on center along intermediate fuming membem Allowable sbear values for nails in framing members of othu species set forth in Division UL Pan III,shall be calculated for&H other grades by muhipl wg the shear capacities for nails in Structural I by the following factors:0A 2 for specks with specific gravity greater than or equa Ito 0.42 but less than 0.49,and 0.65 for species with a specific gravity less than 0.42- 2Framiag at adjofift pawl edges shall be 3-in dh(76 mm)nominal or wider and nails shall be staggered where nails arc spaced 2 hxhes(51 mm)or 21/2 babes (64 mm)on center. 3Ftamingat adjoining panel edges shall be 3-inch(76 rmn)nominal or wider and rails shall be staggered where 10d nails having ptmetration into Gaming of more than 1 /g incites(41 mm)are spaced 3 inches(76 mm)or less on center LOAD CASE 1 FRAMING I CASE 2 BLOCKING IF USED CASE 3 LOAD CASE 4 DIAPHRAGM BOUNDARY CONTINUOUS PANEL JOINTS CASE 5 FRAMING LOAD d FRAMINGNLOAD LOAD CONTINUOUS PANEL JOINTS BLOCKING BLOCKING CONTINUOUS PANEL JOINTS NOTE: Framing may be oriented in either direction for diaphragms,provided sheathing is Properly designed for vertical loading. t ` CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THEOULL AND E SAME . THIS PERMIT IS NOT TRANSFERABLE rrAND WILL QCFICEYS AMUSTO DIFOR WRITpNGAAN ARE CODE REQUIRE EWID IF WORK IS NOT STARTED TAR AREAHIN i8o �iS INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEAi� SHOULD BE ADDRESSED TO CITY ENGINEER GAR`Y YOUNG IT 733-0660 EXT . 3 OR CITY MANAGER TOM COURTNEY AT 733-0860 EXT. 2 2. ------------------------------------------------------------------------------------------- BUILDING PERMIT Permit Date, 6/29/90 Permit Number : 4307 Property Address 285 BLUE LAKES BLVD NORTH COMMERCIAL Addition Owner HUNTER, G.E . 285 BLUE LAKES BLVD NORTH 734-2800 Contractor SAME Work Description STORAGE SHED Construction Type : Occupancy Group : Division : Zone : C-i Stories : Parking Spaces Required : Map Location: STORAGE SHED __H8 BVD Code : i i WF Va t ua t i on : _- _"M Total _ t Perfa i t Fee : 43.66 Total Fee : 43.66 C i nnz+it1-n of Ann f it-aY1+ INSPECTION HISTORY DATE ITEM 11w NOTA WNS SET BACKS URB GUTTER SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: • �I-r Y o- 0 BUILDING INSPECTION 345 SECOND AVENUE EAST DEPARTMENT TWIN FALLS, ID.83301 �► " G�v PHONE(208)736-2238 SERVING CONSTRUCTION REQUIREMENTS All construction shall be as shown on the approved plans , including an notations entered by either the Plans Examiner, Building official, Fire Department, Zoning Official, or Engineering Department . INSPECTION REQUIREMENTS 1 . It is the responsibility of the person doing the work to notify the Building Inspection Department whenever the work is ready for inspec- tion. Inspections must be requested at least four hours before de- sired. 2 . The inspection card and approved plans must be on site. 3 . Any request for an inspection which is not ready at the time requested may be assessed a re-inspection fee. 4 . A Stop Work Order will be issued whenever work has progressed beyond a required inspection and subject to removal at the permit holder ' s expense to permit a visual or physical inspection. 5 . No building or structure shall be used or occu ied until a Certifi- cate of occupany has been issued. Single family dwellings are ex- cluded from this . 6 . The following inspections will be required: A. Setbacks and footings : Prior to pouring concrete B. Foundation: Prior to pouring concerete C. Framing: Upon completion of framing, siding, roofing, rough-in electrical and plumbing D. Final: Upon completion but BEFORE occupancy or use I hereby certify that I have read the above and agree to follow all con- struction and inspection requirements . ignature Date To call in for inspections , please call 736-2238 or 736-2239 C l I Y OF ]WIN FALLS APPL I CA f 1 ON FORA FOR : a BUILDING D MOBILE HOME 4�j SEWER F—] WATER F--j SIG 46E—] DRIVEWAY OTHER OWNER,t CONTRACTOR NAME/+ G. E. Hunter NAME ADDRESS 285 Blue Lakes Blvd N ADDRESS PHONE NO.)( 208-734-2800 PHONE NO. s _ .. TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS 285 Blue Lakes Blvd J 1 EST. VALUE $�( 1,500.00�_ _rSq. Ft. Main nd Basement Sq. Ft. Gara a No. Floors n APPLICATION RECEIVED BY DATE APPLICATION SUBM177TED BY --__, .__(Ssgnacure) CHECK THOSE ITEMS SUBMITTED V OT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION B T STRUCTURAL PLAN OTHERS Items to Check: Re' . Dept. Remarks or Actions Date OK'd B 1. zonina Code Compliance a) Pro er Zone b) Special Use or Variance �l c) Set Backs/Lot Size d) Set Backs - Hwy. Dist. z 0) Screeninga0 z ' f) Off Street Parkin z g) Flood Lighting h) Signing i) Landscaping IN" f ) Other 2. Structural Analysis 3. Availability of Water Sewer 4 6 FOOD H 4. Septic Tanks/Well - Hlth. Dept. 5. IWA Required z 6. Sewer Assessments 7. A2prove Curb Sidewalk 8. Approve Driveway Approach 0 g. Hwy. Dist. Approach Permit � y, 10. Drainage/Irrigation W 11. Flood Zone J 12. Issue Address 13. Uniform Fire Code u� 14. Uniform Building Code FEES: OK'd BY Non-Regundable ne. osit Fee Water Buildins Permit zO21 Sewe; ' n�i� n rn,o Ltil �• Q x . 0. Lso. z r '1 1 co ' [NS U r. Tr— i • \ l7 0 •Lam. �01 • O- I _ �f_ � r ` - �' lP �fit- ;�. . • - � •:.. ` r 285 Blue Lakes Blvd.North • TvAn Fags,ID 83301 (208?734-28M e 28 June 1990 Mr. Rod Wilson Twin Falls city Inspections Twin Falls Mr. Wilson: In regard to the proposed storage shed to be located behind Absolutely Flowers, the building will be anchored to the ground using Hook Stakes on each corner. Youx ary H to Only The Best For You! CITY OF TWIN Fe_S FIRE DEPARTMENT ,INSPEC ION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREEDTHAT THE WORK CALLED FOR HEREIN SMALL BE DONE WILLO EGtI9M CNULLTANDHVOIDMIF WgRK ISRNOT SSA TEDT ITHINk180EDAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUNG AT 733-0860 EXT. 273 OR CITY MANAGER TOM COURTNEY AT 733-0860 EXT. 272. ----------------------------------------------------------------- £BUILDING PERMIT Permit Date : 10/13/89 Permit Number : 3926 Property Address 285 BLUE LAKES BLVD NORTH SIGN Owner ABSOLUTELY FLOWERS 285 BLUE LAKES BLVD NORTH Contractor JIM ` S SIGNS .11 592 LOCUST STREET SOUTH 733-9434 Work Description ONE 80 SQUARE FOOT D/F SIGN Construction Type : Occupancy Group : Division : Zone : C-1 Stories : Parking Spaces Re-iuired : Map Location : Total P rmit e : ota L 15.00 Signature of App L i cant Assigned Inspector : SIGN INSPECTION HISTORY AML DATE ITEM NOTA NS SET BACKS CrURB GUTTER as SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: Ab IT,DING D MOBILE HOME SEWER D WATER FUJ SIGN DRIVEWAY OTHER a CONTRACTOR NAME r`L�SOI-U�' LEI ELOWE2t NAME _ v1ni` S S�(GNS f DS �LU 1 ,,�i ADDRESS AD�Rk`SS. ���/ S!2 PHONE NO. 3 ` ��CJ _. . .,. PHONE NO. TYPE OCCUPANCY (Use of Building) ,�az6z� $,fie LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS 'Z�� /gL� L,�' -` •��' EST. VALUE $ Sq. Ft. Main �3Wd Basement t. Gar a No. Floors APPLICATION RECEIVED BY .� jf� DATE /d —/0 APPLICATION SUBMIl'TEU bl -,- CHECK THOSE ITEMS SUBMI PLOT PLAN Z CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN_ OTHERS Items to Check: Re ' . Dept. Remarks or Actions Date OK'd 8 v 1. zoning Code Compliance _ a) Proper Zone b) S ecial Use or Variance 1�'Y c) Set Backs/Lot Size ❑ Q, !1'l f� d) Set Backs - Hwy. Dist. H N) Screening Z O z f} Off Street Parkin xo g) Flood Lighting h) Signing i) Landscaping ') Other 2. Structural Analysis 3. Availability of Water Sewer D FOOD N 4. Septic Tanks ell -Hlth. Dept. W� 5. IWA Required n4 t� a z a 6. Sewer Assessments ri x w 7. Ap rove Curb Sidewalk ❑ c� g, Approve Driveways Approach W 9. Hwy. Dist. Approach Permit O 10. Drainage/Irrigation 11. Flood zone 12, Issue Address 13. Uniform Fire Code a: U3 14'. Uniform Building Code 'EES: NTJMAFR PRTrP,' OK'd By PRICE id BY ion-Refundable )e osit Fee Water 3uilding Permit 3� fj'�. Sewer 3alance Due Other .r ._:. 7111/ o L � ti i _ .. Ll 1 00 �a a ij NJ 1 L-1 T i Z" t { 141 � I 1 14 i ►4 f lI1='C(0,O, i A t wilding Plans ( d EY I I ,� `, In Ac-.orraance With SecV-n 303 of the use 6 P Subject to Field Inspectpon � I Page of I , k .CON c P-(mil--Ems,____ Gate Plans Examiner / 12" Building Officiel CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL. THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH 'THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUNG AT 733--0860 EXT. 273 OR CITY MANAGER TOM COURTNEY AT 733••-0860 EXT. 272. BUILDING PERMIT Permit Date : iQ/0/89 Permit Number : 3925 Property Address 205 BLUE LAKES BLVD NORTH SIGN Addition Owner ABSOLUTELY FLOWERS 2ti BLUE LAKES I{LVD NORTH Contractor- PENGUIN SIGNS WENDELL, IDAHO 536--2975 Work Description ONE 32 SQUARE FOOT S/F SIGN; ONE 64 SQUARE FOOT S/F SIGN Construction Type : Occupancy Group : Division - Zone : C•-i Stories : Parking Spaces Required : Map Location : TofaL Penal t Fee : Other Fee : TWO SIGNS 14.60 Total Fee : 14.60 Signature of App L i cant - Assigned Inspector : SIGN -- RW INSPECTION HISTORY DATE ITEM NOTA S SET BACKS CURB&SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: C 11 Y OF f'W 1,'V FALLS APPL I CA-11 ON FORK HJR; 0 BUILDING MOBILE HOME SEWER WATER dSIGN •bRiVEWAY OTHER OWNER !!!! / CONTRACTOR NAME— L-',�Qr/ fi'&1e e IP&- /l&c�aYc��� rS NAME ADDRESS ,3ruC=- _--s ADDRESS `� _/ ✓C .ts` —_ - PHONE NO. PHONE NO. Z�4e&d 53&-aF15 TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS v�, Zlite Ze 3/v 0 EST. VALUE $ Sq. Ft. Main 6 2nd Basement S Ft. Gar ge No. Floors APPLICATION RECEIVED BY TE /Q —/Q APPLICATION SUBM1'I"I'ED BY 1 1 yf�Q LUL C} CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS Items to Check: Re ' . Dept.- Remarks or Actions Date OK'd B 1. Zoning Code Compliance a) Proper Zone b) Special Use or Variance c) Set Backs/Lot Size d) Set Backs - Hwy. Dist. E�) Screeningo f) Off Street Parking o N g) Flood Lighting h) Signing i) Landscaj2inSi •) Other 2. Structural Analysis 3. Availability of Water Sewer l� �l L+ FOOD .� M 4. Septic Tanks/Well - lllth. Dent. 5. IWA Required � O z x 5. Sewer Assessments w 7. Approve Curb Sidewalk a. Approve Driveway Approach w 9. Hwy. Dist. ApEroach Permit U 10. Drainage/Irrigation x 11. Flood Zone 12. Issue Address 13. Uniform Fire Code a' 7 14. Uniform Building Code C' EES: PRICE ' on-Refundable e osit Fee Water uilding Permit Sewer 7_I' 1eh11Yp$uwplIn8 aawwex3 suejd 10—�---�-abed uoMadsul pjat.l 01 ;aetgnS Oen o4l 10 Vx ua�S 4PM aouepj=v ul sueld 8uipline ar a.%v L sue- I ISE Ie00, 10 tit ,, '- Na or t f _ - ' a, { I. i ' _ r�,y }G _ - _ r - ` - _ �. 0 .� � ti: _. ti � � � �, � � � _ - � . ,- �� _ �, �` � V i i �. ; .! ., � � � .. �� �. _ w ,£ � i .; � - ; . . . � � .� ter. �� - ie r !?rouN p leaef G` PJ A�� �R s d carts fj?e ,q D r/e-r J woo aeewm A 1 L7 D Inc rA�6� .� ® , end ;A10 �A /V Ply wood J C let Scr� a v- �et / s� f � � �R'� � I woo - � Y �f � e- � q App x N bui 1d�w t b"rpt 4!�xPosu2t o� � CITY OF TWIN FALLS FIRE DEPARTIIENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERI�iIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DbNE IN COMPLIANCE WITH THE SALE, THIS PERMIT IS NOT TRANSFERABLE A11D WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 nAYS OR IS ABAND014ED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS REVIEW AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUbG AT 733-0860 EXT. 273 OR CITY MANAGER TOM COURTNEY AT 733-0860 EXT. 272 . ------------------------------------------------------------------------------ BUILDING PERMIT Permit Date: 3/22/88 Permit Number: 3272 Property Address 285 BLUE LAKES BLVD N SIGN Owner BLUE LAKES APPLIANCE & TV 285 BLUE LAKES BLVD NORTH 7 34-9715 Contractor JINIS SIGNS 592 LOCUST STREET SOUTH 733-9434 Work Description 32 SQUARE FOOT D/F SIGN Construction Type: Occupancy Group: Division: Zone : C-1 Stories: Parking Spaces Required: Map Location: Total Permit Fee: Other Fee: SIGN 8.90 Total Fee: 8.90 Signature of Applicant aje'e� ---------------------------- Assigned Inspector : SIGN - RC 1 INSPECTION HISTORY DATE ITEM NOTAIMNS SET BACKS URB GUTTER SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL misc. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF TWIN FALLS APPLICATION FORM FOR : BUILDING D MOBILE HOME [D SEWER F WATER �GN Q DRIVEWAY a OTHER CONTRACTOR NAME cl vvt c S ADDRESS �~ G U /U • ADDRESS LOGC/S j- _ PHONE NO. / 715 _ PHONE NO. TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS EST. VALUE $ Sq. Ft. Main nd Basement Sq. Ft. Garage No. Floors , APPLICATION RECEIVED B DATE*7 Igg APPLICATION SUHMITT D b ISsytra�.ii C) CHECK THOSE ITEMS SbBM £D: PLOT PLAN CALCULATIONS FL00R PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS Items to Check: Re '. Dept. Remarks or Actions Date OK'd B 1. Zoning Code Compliance ^` a) Proper Zone AV b) s ecial Use or Variance c) Set Backs Lot Size d) Set Backs - Hwy. Dist. �} Screening 0 0 z � x f) Off Street Parkin z g) Flood Lightincl frw�e . r wdF h) Signing C C r i) Landscaping Other ves- ec 2. Structural Analysis 3. Availability of Water/Sewero t FOO 4. Septic Tanks/Well - Hlth. Dept. 5. Sewer Assessments a lt�• z 6. Approve Curb - Sidewalk 7. Approve Driveway Approach c� z 8. H . Dist. Approach Permit W t9 9. Drainage/Irrigation U 00 10. Flood Zone 11. Issue Address YJL.v La,lGC-'J C_ j 0 tqo , 12. Uniform Fire Code z H 13. Uniform Building Code i FEES: NUMBER PRICE OK'd BY NUMBER PRICE OK'd BY Non-Refundable Deposit Fee Water Buildina Permit 7a :9•6?0 Sewer Balance Due Other NOTES ON BACK f f ' t1 • I � V J . v O � w- c C1i u' (DID f f CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE rMIN FALLS CITY CODES AND ORDINANCESF IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SAYE. THIS PERMIT IS NOT TRANSFERABLE A11D WILL BECOME NULL AND VOID IF WORK IS NOT STARTED ITITIII14 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS iIADE BY THIS OFFICE tIUST BE IN WRITING AVID ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESSr REVIEW AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUNG AT 733-0860 EXT. 273 OR CITY MAN :GER TON COURTNEY AT 733-0860 EXT. 272. ---------------------------------------------------------------------------------- BUILDING PERMIT PERMIT DATE 6/19/84 PERIIIT NUMBER 1299 PROPERTY ADDRESS 285 BLUE. LAKES 13 S IG 1I OWNER ROAD KING 285 BLUE LAKES N CONTRACTOR LY7. E SIGNS 1925 KIMBERLY RD 733-1739 90 WORK DESCRIPTION NMI SIGN 160 SQ FT C014STRUCTION TYPE,- OCCUPANCY GROUP- DIVISION- ZONE- C 1 STORIES- PARKING SPACES REQUIRED- MAP LOCATION- J TOTAL PERMIT FEE OTHER FEE SIGN 15.00 TOTAL FEE 15 .00 SIGNATURE OF APPLICANT ASSIGNED INSPECTOR: DON SCOTT INSPECTION HISTORY DATE ITEM NOTATWfS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF 71IN FALLS FIRE DEPARTMENT I14SPECTIOIJ DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE THIN FALLS CITY CODES AND ORDINPITCESO IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SMIE. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECONE NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREI•lENTS I111ADL BY THIS OFFICE IIUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIE;"I AND APPEALS SHOULD BE ADDRESSED TO CITY ENGINEER GARY YOUNG AT 733--0860 EXT. 273 OR CITY NMAG R TOM COURTNEY AT 733-0860 EXT. 272. ---------------------------------------------------------------------------------- BUILDING PERMIT PERMIT DATE 6/19/84 PERMLIT NUMMER 1299 PPOPERTY ADDRESS 285 BLUE LAKES 14 SIGI'll OUNER ROAD KING 285 BLUE LAKES N CONTRACTOR LYTLE SIGHS 1925 KIEBERLY RD 733-1739 90 VORK DESCRIPTION NEW SIG14 160 SQ FT CONSTRUCTION TYPE-- OCCUPANCY GROUP- DIVISION- ZONE-- C I STORIES- PARKING SPACES REQUIRED- NAP LOCATION- J TOTAL PER11IT FEE OTHER FEE SIGN 15.00 TOTAL EE 15 .00 SIGNATURE OF APPLICANT ASSIGNED INSPECTOR: DON SCOTT INSPECTION HISTORY DATE ITEM NOTAIWNS SET BACKS CURB GUTTER 8 SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH 1N PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: P SIGN CO. C�OR - I VNER '�7,440 A)61— __ NAME 1 i In . -DDRESS p� �.'� e- [cA�%S / ADDRESSBox 32-1925 Kimberly Road 'HONE NO. -- - -- PHONE NO. 208- -1739 'YPE OCCUPANCY (Use of Building) Sign I .EGAL DISCRIPTION OF PROPERTY AND STREET ADDRESS gUgre Feet ; Combined if r,�F Cost of ipermit lS .PPLICATION RECEIVED BY DATE'.zz,.Z,<�,z - ^ i .PPI►ICATION SUBMITTED BY (Signature) :HECK THOSE ITEMS SUBMITTED: i 'LOT PLAN CALCULATIONS I •OUNDATION PLAN SPECIFICATION BOOKLET d� TRUCTUAL PLAN OTHERS leZ)a,, _.._._ terns to check: lRej. De t. • Remarks or actions OaJ OK'd B ZoningCode Corn liance 6 /y a) Pro er Zone r 09 C-1 b) Special use or variance E c) Set backs/lot size I 4 d) Screening, e) Off Street Parkin 1 f).._F ood lighting. N g) Signingt h) Landscaping Structural. anal•sis Availability of Water Sewer a 6 Serra.Assessments Approve curb-sidewalk A22rove driveway a roach Drama 2 Irri ation } U - 1 Issue Address ^ , Uniform fire Code i . Life Safety Code o - HE� Uniform Building Code w W Septic tanks/well (}iealth'Dept. i Right of We (Area of Impac I) liw-y. DiNt. FEE SCHEDULE ON REVERSE SIDE FEE SCHEDULE Fitt OK'd BY DRIVEWAY APPROACH SEWER SERVICE ATER SERVICE `v-,V BUILDING PERMIT �\ OTHER OTHER TOTAL FEES l DATE APPLICANT NOTIFIED BY NOTES: rill �2� l5* x %11.sXIZ= ` VS-1 400 vo 7 ;t 4 33.5Sx1 Z = IGe/ 840 f �J 0811800. is �[•: ,w, wo r o n = 3�� lso . ter 3•�`� s-0v , 140 . • = L � l 4 � r �3::cs:-.. �,.�-.....:3�2: ��S7=S:.+T::,«...:.L2:�«tJiL {Y `^•.^- .__-�y'����`.. S 1 r��:,� -r , f OX •y`a"X��' '�-- tit z "�� i . + . ''�� s .r •4ict7'�°i•"� ;�r",�?Y„ t�'~(l�� ,� I, _ l�`� � FYf ! � '. —46 owl [ r .00 ep 64 mz � bye w� �•�-� 5 . • PT O bo z i GRr"CEE-S CIGS�� o 0 ICE o ER BEV w 1 •Y�. -� rat y , -�= hY �lr.�"�t�� _�: �° ? �- �j� �; S � �i �� t ''�• i:Y r{ • pry '� a, .S t �. � , � .Gc� � �. 7 ;k � _ ,� :: �;.,•. k ,. 1" 'a LVf i f f - S1 rS'1� + _ a rt- xi. C''_fj �i `r {; t -Y.S Y' b:1 �v 1 j�� ; �i}r�l�'S --• _ - , 7 'r .i •T iSJ my, irq vilS4+ej. '. Vi (' � N �t� t:� -A,�",��� �� �.G 1i1 �dw?'+ r�r k- i�.� ��54.5 1� � C��s f 'S�1:•,T.? �� - t~ '--~�:_.. ? �i co it r.• l- z� � Y - OL Z . i P1 7 Y �.. t Lo �. 3 =r zf m 0 � Z Y. s - �y w�vzerwwaca�urs ,t r�r ,.�� c 5 1 r'! �r r u Z r A � ram+ � _....�.....,,...._.o..... _...' -,._._.........<.........._....—.,....._.._...._.._....._..—_ �� YS z X Ln N i Dw cr --— r CD o m ��• D O= = < Z �� r O ° D -1 m b 3 m„c Lg to IA CD n"oOz ID CO. X i a m .� N �1} i� 'i CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE IIARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HARKINS OR FIRE CHIEF BOBBY K BOPP. 733-0860 EXT 229 -------------------------------------------------------------------------------- BUILDING PERMIT PERt7IT DATE 6/14/83 PERMIT NUMBER 717 PROPERTY ADDRESS 285 BLUE LAKES N SIGN ADDITION 01•INER BLUE LAKES 66 285 BLUE LAKES N CONTRACTOR LYTLE SIGNS 1925 KIMBERLY RD. 733-1739 90 WORK DESCRIPTION NEW SIGN CONSTRUCTION TYPE- OCCUPANCY GROUP- B DIVISION-2 ZONE- C I STORIES- 1 PARKING SPACES REQUIRED- MAP LOCATION- J TOTAL PERMIT FEE OTHER FEE 1500 TOTAL FEE 15 ..00 SIGNATURE OF APPLICANT ASSIGPTED INSPECTOR: DON SCOTT INSPECTION HISTORY Allk DATE ITEM NOTAMNS SET BACKS CURB GUTTER d SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC, FINAL PLUMBING FINAL INA FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF TWIN FALLS FIRE DEPARTP� 4T ITISPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDIrTAr:CES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIM SHALL BE DONE IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS 140T STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE I1UST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESSr REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE MARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HARKINS OR FIRE CHIEF BOBBY K BOPP. 733-0860 EXT 229 !I ff I BUILDING PERMIT PERMIT DATE 6/14/83 PERMIT NUMBER 717 PROPERTY ADDRESS 285 BLUE LAKES N SIGN ADDITION OWNER BLUE LAKES 66 285 BLUE LAKES r] CONTRACTOR LYTLE SIGNS 1925 KIMBERLY RD. 733-1739 90 WORK DESCRIPTION NEW SIGN CONSTRUCTION TYPE- OCCUPANCY GROUP- B DIVISION-2 ZOUE- C 1 STORIES- 1 PARKING SPACES REQUIRED- MAP LOCATION- J TOTAL PERMIT FEE OTHER FEE 15 .00 TOTAL FEE 15.00 SIC14ATURE OF APPLICANT --- fug---t ......-------------------....--- ASSIGNED INSPECTOR: DON SCOTT INSPECTION HISTORY ' DATE ITEM qw NOTA NS SET BACKS URB GUTTER SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: I I Page No. of Pages PROPOSAL AND t� � '°` �°.u •� ACCEPTANCE Rcuts 5 Driva NURS-RY v PLAMS Tw :j FaN, IJ_ho 83301 STOCK Phone 208-733.3551 PROPOSAL SUBMITTED TO PO4ONE DATE STREET JOB NAME CITY, STATE AND ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: LaIldscape Phillips 66 Station on Blue Lakes c'ouaeva.rd ,,"orth; Fair ^0,1c.c t: c.Jrb gu �3r appxnache.�; Patch.asphv7.t as required: riot-,1.-Pric3. $6e940.00 (Six-thousand nine h1andrel dollars) CALIFORNIA ONLY: NOTICE TO OWNER:Contractors are required by law to be licensed and regulated by the contractors' state license board. Any questions concerning a contractor may be referred to the registrar of the board whose _ ..... address Is: Contractors'Slate License Board, 1020 N Street,Sacaramento M14. We Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: >�x %ham;­,r-3 '•i.Lic - - - - - - - - - - - - - - - - - - Payment to be made as follows- All dollars ($ �7r'{�.1�i1 ) All material is guaranteed to be as specified. All work to be completed in a workman- like manner according to standard practices. Any alteration or deviation from above Authorized--��� -- specifications involving extra costs will be executed only upon written orders, and Signature '7 will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire. tornado JJtOfe This proposal may be and other necessary Insurance. Our workers are fully covered by Workmen's Com- withdrowft b vs if not accepted within days. rDote urance. Y �P Y nce Of Proposal -The above prices, specifications j l ns are satisfactory and ore hereby accepted, You are authorized `-" Signature ork as s-pacified. Payment will be made as outlined above. ; *N ( i ceptance x- t SignatureLJ M-=i--) PACC-692-7 � � - y A .^ i G1'TY O� •P. O. BOX 1907 -,• 321 SECOND AVENUE EAST �- TWIN FALLS, IDAHO 83301 �� V� PHONE 733-0860 Area Code 208 U ��N FPS Engineering Department May 18, 1983 Elton J. Kendrick c/o Ronald Laird Route P1 Falls Avenue East Kimberly, Idaho'i83341 Ref: Blue Lakes 66 & Mini Mart Sign Permit Application --- Building Permit Violation Dear Mr. Laird: In reviewing your Sign Application dated May 9, 1983, 1 also reviewed the status of the previous Building Permit application. You have not completed the required, curb, gutter and sidewalk construction, arterial approach construction and landscaping as shown on the attached Site Plan. This Site Plan dated March 3, 1982, was used as a basis for allowing the canopy installation. No further - permits will be issued until this matter is resolved. Sincerely, ary . You g, P. S. City Engi er GLY/jh enclosure cc: Zoning Administrator Building Official Rex Lytle - Lytle Signs l v by l� -- I slGrl • CONTRACTOR OWNER`fj (�� KE' �; ��L t - -- NAME Lytle dons Inc. ADDRESS =ti� �' 1 uE LL-K ADDRESSBox 332-1925 Kimberly Road PHQNE NO. PHONE NO. 208--733-1739 ! TYPE OCCUPANCY (Use of Building) Sim LEGAL DISCRIPTION OF PROPERTY AND STREET ADDRESS Square Feet zzo _ Combined if )0 god APPLICATION RECEIVED BY DATE APPLICATION SUBMITTED BY r (Signature) CHECK THOSE ITEMS SUBMITTED: PI,^T PLANS- CALCULATIONS FOUNDATION PLAN SPECIFICATION BOOKLET_ STRUCTUAL PLAN OTHERS Items to check: laej-Dept. Remarks or actions OK'd_I 1. zoning Code Compliance a) Pro Per Zone b) Special use or variance14, c) Set backs/lot sire r a d) Screening, e) Off Street Parkin 9 `r.:. _ _ z f) Flood lighting _ N g) Signing h) Landsca in 2. Structural analysis J. 3. AvA _ilability of Water/Sewer 4. Sewer Assessments 5. A rove curb-sidewalk W ��C See �` C m 0 6. Approve driveway approach .Cz !. i�tairrayuj irriga�io:: �, + H 8. Issue Address v J. Uniform Fire Code L0. Life Safety Code p r-r E+ 11, Uniform Building Cade W 12., Septic tanks/well (Health Dept. ) H 13. Right of Flay (Area of Im ac I) Itwy• -,_�.,-....P.,r.---.• )FEF SCII urg ON REVERSE SIDE 1 .• I FEE Sr—HEDULE FEE OK'ci 13Y DRIVEWAY APPROACH SEWER SERVICE WATER SERVICE BUILDING PERMIT OTHER ' OTHER TOTAL. FEES ffATE AF'PLICAtv`E' t•''.>'i'I�'IF:1) 13Y NO I'r 5 1 I .EE 1! I r - CITY OF TWIN FALLS FIFE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE: WORK CALLED FOR HEREIN SHALL BE DONE" IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 190 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OFF REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE: MARSHAL AND CHIEF BUILDING INSPECTOR CL.ARE D HARKINS OR FIRE CHIEF BOBBY K BOPP, 733-0860 E"XT 229 ------- ---------------------------------------------------------------------------- BUILDING PERMIT PERMIT DATE 4/23/82 PERMIT NUMBER 46 LEGAL DESCRIPTION : PROPERTY ADDRESS 285 BLUE LAKES NORTH RESIDENTIAL NUMBER OF LIVING UNITS COMMERCIAL X NEW X ADDITION GARAGES CARPORT PATIO SIGN X MISCELLANEOUS OWNER BLUE: LAKES PHILLIPS 66 285 BLUE LAKES NORTH CONTRACTOR L.YTLE: SIGNS INC 1925 KIMBERLY ROAD 7330739 90 WORK DESCRIPTION SIGH-! 49 SQUARE FEET TWO SIDED CONSTRUCTION TYPE-- OCCUPANCY GROUP--- DIVISION­ ZONE- C--1 STORIES- PARKING SPACE'S REQUIRED-- MAR' LOCATION- J SQUARE:: FEET BVD CODE:--• VALUATION- MAIN FLOOR BVD CODE- VALUATION- BASEMENT BVD CODE- VALUATION GARAGE BVD CODE.- VALUATION_- TOTAL BVD CODE-- VALUATION- PERMIT FEE OTHER FEE SIGN 12.30 TOTAL FEE 12.30 SIGNATURE OF APPLICANT AESTONED INSPECTOR : DON SCOTT INSPECTION HISTORY DATE ITEM N0TAfVS SET BACKS CURB GUTTER as SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL misc. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: OR IS ABANDONED FOR 180 DAYS. ALL CODE". REWIREMENTE MADE PY THIS OFFICE MUST LIE IN lTING AND ARE SUBJECT TO 1'0f[.W AND ArPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE MARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HARKINS OR FIRE CHIEF BOBBY K POPP. 733 0060 E:XE 229 --------------------------------------------------------------------- --------- ------- BUILDING PERMIT PERMIT DATE 4/21/82 PERMIT NUMBER 46 LEGAL DESCRIPTION PROPERTY ADDRESS 285 FLUE LAKES NORTH RESIDENTIAL NUMBER OF LIVING UNITS COMMERCIAL X NEW X ADDITION GARAGE CARPORT PATIO SIGN X MISCELLANEOUS OWNER BLUE LAKES PHILLIPS 66 2B5 BLUE LAKES NORTH CONTRACTOR LYTLE SIGNS INC 1925 KIMBERLY ROAD 73347:39 90 WORK DESCRIPTION SIGN 47 SQUARE FEET TWO SIDED CONSTRUCTION TYPE-, OCCUPANCY GROUP-- DIVISION ZONE:- C•--S STORIES-- PARKING SPACES REQUIRED- MAP LOCATION_. J SQUARE FEET BVD CODE-- VALUATION.. MAIN FLOOR BVD CODE- VALUATION- BASEMENT BVD CODE- VALUATION- GARAGE PVD CODE- VALUATION_. BVD CODE-- VALUATION TOTAL PERMIT FEE OTHER FEE SIGN i2.;30 TOTA FETE; 12.30 SIGNATURE OF APPLICANT ASSIGNED INSPECTOR : DON SCOTT INSPECTION HISTORY DATE ITEM NOTAIMNS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: _``C✓ SIGN ff f CON i FtP.CTOR OWNER "c.iQ L �o uC Qnr�li NAME Lytle Sig c. ADDRESS -7S fU.e_�.&Ke5 �/jj ADDRESS Box 332-1925 Kimberly Road- PHONE NO. PHONE NO.208-733-1739 TYPE OCCUPANCY (Use of Building)_ Sign le¢Ql�rPJ �� S LEGAL DISCRIPTION OF PROPERTY AND STREET ADDRESS �, f G( e �a�C P�_1 /��'• "i Square Feet Combined if p/F Cost of Permit APPLICATION RECEIVED BY DATE APPLICATION SUBMITTED BY _ �i (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTUAL PLAN OTHERS Items to check: Re'.-Dept. Remarks or actions f3u-�C. OK'd B .1. Zoning Code Compliance t a) Proper Zone b) Special use or variance c) Set backs/lot size ti d) Screening, per`" t � a e) Off Street Parkin z . H g `0 � 1� f) Flood lighting g) Signing ' h) Landscaping ti 2. Structural analysis 3. Availability of Water/Sewer 4. Sewer Assessments c7 5. Approve curb-sidewalk W 6. Appro,ve drive;ay approach 0 z W 7. Drainar;e/Irrigation _ 8. Issue Address u 9. Uniform Fire Code 10. Life Safety Code o • H 11. Uniform Building Code w as cn 12. Septic tanks/well (Health Dept. _- 13. hicSht of Way of Im ij) !fr'Y_-.1);•..1..-----------._ __----.-.--•--_..------...-___- rEF 8CIIEDULE ON REVERSE SIDE; .s ;_ .r; �; r r 'l �` �'� i �_ f � l + �' l � � � � � i 1 � � 1' I } F 'r ��rt Y a L 1 21 k REVISIONS SIGNS UNC• TWIN FALLS, IDAHO PREPARED FOR:Y0 0 -OIL ?fue C.a90'5 (a(p DESCRIPTION: P`X ,DaD . ble c e5 $'i 1E k4ll SCALE: -----� DATE: 6 Z DRAWN BY: LOCATION: ��' u,e BPS >/ CITY OF TWItle)L1_S FIRE DEPARTMENT INSPE0ION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SAME:.. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 190 DAYS. ALL CODE REQUIREMENTS MADE: BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE MARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HARKINS OR FIRE CHIEF BOBBY K BOPP. 733-•0860 FXT 229 ----------------------------------------------------------------------------------- BUILDING PERMIT PERMIT DATE 4/12/82 PERMIT NUMBER 24 LEGAL DESCRIPTION : &POP'ERTY ADDRESS 2 ' LUEw LAhE NS CO TF-1 RESIDENTIAL NUMBER OF LIVING UNITS COMMERCIAL X NEW ADDITION X GARAGE CARPORT PATIO SIGN MISCELLANEOUS X OWNER KENDRICK OIL 285 BLUE. LAKES NORTH CONTRACTOR COMER BULK PLANT SERVICE 286 ROCK CREEK AVE:. 734-2873 100 WORK DESCRIPTION MOVE SERVICE STATION CANOPY CONSTRUCTION TYPE:-- OCCUPANCY GROUP- DIVISION- ZONE- STORIES- PARKING SPACES REQUIRED- MAP LOCATION- SQUARE FEET BVD CODE- VALUATION- MAIN FLOOR BVD CODE- VALUATION- BAEEMENT BVD CODE: VALUATION- GARAGE� BVD COI?E:-- VAL.UATION- BVD CODE- VALUATION_. TOTAL PERMIT FE:.E. OTHER FEE MOVE CANOPY 5.00 TOTAL FEES. 5.00 SIGNATURE OF APPLICANT ASSIGNED INSPECTOR : GARY EARL INSPECTION HISTORY DATE ITEM NOTA S SET BACKS CURB GUTTER 33 SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR Q DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF TWINj*)LL.S FIRE: DEPARTMFNT INSPEOTON DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL. APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE: IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE AND WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE" REQUIREMENTS MADE BY THIS OFFICE MUST BE. IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE MARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HARKINS OR FIRE:. CHIEF" BOBBY K BOPP. 733-0860 EXT 229 BUILDING PERMIT PERMIT DATE 4/12/82 PERMIT NUMBER 24 LEGAL DESCRIPTION : PROPERTY ADDRESS 285 BLUE LAKES NORTH RESIDENTIAL NUMBED OF LIVING UNITS COMMERCIAL X NEW ADDITION X GARAGE CARPORT PATIO SIGN MISCELLANEOUS X OWNER KENDRICK OIL 285 BLUE LAKES NORTH CONTRACTOR COMER BULK PLANT SERVICE 286 ROCK CREEK AVE. 734--2873 100 WORK DESCRIPTION MOVE SERVICE STATION CANOPY CONSTRUCTION TYPE- OCCUPANCY GROUP-- DIVISION-- -LONE-- STORIES- PARKING SPACES REQUIRED- MAP LOCATION-- J SQUARE FEET BVD CODE-- VALUATION-- MAIN FLOOR BVD CUE- VALUATION- BASEMENT BVD CODE- VALUATION- GARAGE BVD CODE-- VALUATION- BVD CODE- VALUATION- TOTAL PERMIT FEE OTHER FEE MOVE CANOPY 5.00 TOTAL FEE 5.00 SIGNATURE OF APPLICANT ASSIGNED INSPECTOR : A Y EARL INSPECTION HISTORY DATE ITEM NOTA S SET BACKS CURB GUTTER d SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY TWIN FALLS APPLICATION FORM FOR: } ' BUILDING MOBILE HOME E#EWER Q WATER E] SIGN D D46AY �THER CONTRACTOR,-, �J���Q��� OWNER i _ NAME g&F�f'/ j7� 6Z- ADDRESS p2 �,�r Az ADDRESS PHONE NO. PHONE NO.— TYPE OCCUPANCY --(Use of Bui ing) LEGAL DISCRIPTION OF'" ZP RTY AND STREET ADDRESS a/tj Sq. Ft. Main 2nd Bsmt. EST. VALUE Ft. Garage No. Floors APPLICATION RECEIVED BY DATE APPLICATION SUBMITTED BY (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTUAL PLAN OTHERS Items to check: lRed Dept. Remarks or actions Date OK'd B 1. Zoning Code Compliance a) Proper Zone b) Special use or variance c) Set backs lot size -d) Screenin e) Off Street Parkingz z z f) Flood lighting O N g) Signing h) Landscaping i) Other 2. Structural analysis 3. Availability of Water/Sewer 4. Sewer Assessments 0 z 5. Approve curb-sidewalk 6. Approve driveway apEroach 7. Draina e Irri ation H 8. Issue Address U 9. Uniform Fire Code 10. Life Safety Code o H 11. Uniform Building Code W En 12. Septic tanks/well (Health Dept.) H 13. Right of Way (Area of Im act) fw Dist. FEE SCHEDULE ON REVERSE SIDE FEE SCHEDULE FEE OK'd BY DRIVEWAY APPROACH SEWER SERVICE WATER SERVICE BUILDING PERMIT OTHER OTHER TOTAL FEES DATE APPLICANT NOTIFIED BY NOTES: YV _ t i BUILDING ERMIT APPLIC' TION CITY OF TWIN FALLS N° 738 A ? f ^ b Date 1 ' �/OMIVIERCIAL ❑ � Applicant to complete numbered spaces only. RESIDENTIAL JOB ADDRESS LEGAL LOT NO. 8LK TRACT TT DESCR. 0(SEE ATTACHED SHEET) Z OWNER A SS � 2� II�I1 PHONE 3 CONTRACTOR , WAIL MDRESS ✓ PHONE LICENSE No. 4 DESIGNER A+AIL ADDRESS PHONE LICENSE NO r USE OF BUILDING 8 Class of work: ❑ NEW DITION ❑ALTERATION ❑ REPAIR ❑MOVE❑ REMOVE 7 Describe work: Z_K 6Qt__W"h 8 Change of use from Change of use to 9 Valuation of work: $ �,C NOTICE Type of Occupancy Division SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, Const. Group HEATING,VENTILATING OR AIR CONDITIONING Size of Bldg. No.of Max. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- (Total)Sq. 51. Stories Occ. Load TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF Fire Use Fire Sprinklers CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A Zone Zone Required [I Yes 0No. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. No. of OFFSTREET PARKING SPACES: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI- Dwelling Units Covered I Uncovered CATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PRO- Special Approvals Required Received Not Required VISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ZONING NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY HEALTH DEPT. OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. FIRE DEPT. SOIL REPORT SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) OTHER(Specify) SIGNATURE Of OWNER(IF OVOIER BUILDER) DATE FEE RECEIPT NO. APPLICATIO 8Y P 64 ED AND APPROVED F R ISWANCE BUILDING PERMIT CATY ENO. SEWER TAP SPECIAL CONDITIONS: SEWER ASSESSMENT WATER TAP ELECTRICAL PERMIT PLAN CHECK PLUMBING PERMIT MECHANICAL PERMIT CURB CUT OTHER TOTAL FEE COLLECTS 20 00LLECTED BY L1IY OF [WIN FALLS APPLICATION FORM FOR: BUILDING MOBILE HOMEElk EWER WATER Z3 SIGN DAY OTHER CONTRACTOR OWNER a�v Ra of ��s e.le/�F NAME ADDRESS—' 1n1A1ddo,4,* 4v-e ADDRESS PHONE NO. 73-7 .5.5'S2_ : Yf G.arC&n PHONE NO. �. TYPE OCCUPANCY (Use of Building) 'le c LEGAL DISCRIPTION OF 90?9AheA&11DRE;S f1 {�t'v�3 .$a_I� ��`�� �"-�,�-•v�o..� n Sq. Ft. Main 2nd Bsmt. EST. VALUE $ �, /• � Sq. Ft. G e No. Floors - 7 APPLICATION RECEIVED BY D /v—f� APPLICATION SUBMITTED BY k, (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATYONS a k FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTUAL PLAN '/ OTHERS items to check_ Dept. Remarks or actions Date OK'd__By 1. Zoning Code Compliance a) Proper Zone Q b) Special-use or variance i oiL.-Gw•/fro c) Set backs lot size D cf d) screening /vA e) Off Street Parkin dK' z f) Flood 1i htin g) Si nin h) Landsca in i) other 2. Structural analysis 3. Availability of Water Sewer 4. Sewer Assessments /� . 5. Ikpprove curb-sidewalk �� 6. Approve driveway ap2roach At � 7. Drainage/Irrigation 8. Issue Address / 9. Uniform Fire Code 10. Life Safet Cade O N 11. Uniform Building Code W w U) 12. Septic tanks/well (Health Dept. H 13. right of Way Area of Itn Acf) Hwy. Dist_ FEE SCHEDULE ON REVERSE SIDS . xjr•T-. ,"s�'1. f'�' ,. ! ..- ... . -. Wiz.,,1!�.�ai_. > .. :! .. _ .J. .�:w�s_7c'�=r- ..� .�..`i'•- ._ .. _ ;.LM .. i� FEE SCHEDULE FEE OK'd BY DRIVEWAY APPROACH SEWER SERVICE' WATER SERVICE BUILDING PERMIT OTHER OTHER TOTAL FEES DATE APPLICANT NOTIFIED BY NOTES: 8 i� PeY � v .04 S 'Y1- FALLS FIRE DEPARTMENT NSPECTION REPORT NAME OF BUSINESS : HOLLYS BLUE LAKES 66 SERVICE ADDRESS 285 BLUE LAKES NORTH' BUSINESS PHONE 733-6129 NAME, ROME ADDRESS AND HOME TELEPHONE OF: OWNER PHILLIPS PETROLEUM COMPANY P 0. BOX 50 BARTLESVILLE, OKLAHOMA,74004 LESSE MR HOLLIS WALKERq SOUTHWEST OF TWIN FALL 733-3253 MANAGER NAME, HOME ADDRESS AND HOME TELEPHONE NUMBER OF OTHER PERSONS HAVING KEY TO BUILDING. 1. NONE 2 . OCCUPANCY : SERVICE STATION NUMBER OF STORIES : I DATE MAY 26 , 1976 TYPE OF BUILDING: MASONRY JF METAL V WOOD L7 OTHER ROOF COVER: COMP SHINGLE Z7 BUILT-UP Jff METAL L'3 WOOD SHINGLE L7 OTHER BALCONY: YES 27 NON MEZZANINE: YES Z7 NO Al LOFT: YESV NO 0 STAIRWAY : OPEN L7 ENCLOSED LJ NONE ,f EXIT DOORS : FRONT/' SIDE 47 REARO EXIT LOCKED: YES a NO AW . EXIT LIGHTS : YES,a NOO EXIT SIGNS : YESt1 NOAV REMARKS : FALSE CEILING: YESL7 NO& ATTIC, ACCESS TO: .NONE J9 ELEVATOR SHAFTS: YES L7 NO AY OTHER SHAFTS: YESU N0. BASEMENT: YES L7 NO AV FULL Ll PARTLITRAP DOOR: ;YESLINOAF_LIGHT WELLS : YESL"JNOtf FLOORING: WOOD 47 CEMENT:AF OTHER: LOCATION OF ELECTRICAL PANEL: SERVICE •AREA WEST WALL ELECTRICAL WIRING: OKAF OLDLI POORZII ELECTRICAL COVER ON PANEL: YES Aa NO Q BREAKERS : YESJff NOC7 FUSE BOX: YESr7 NOdt EXTENSION CORDS: OKAVPOORZ70LDL7 HEATING SYSTEM: ELECTRICA7 ELECTRIC BASEBORAD Q UNIT HEATER a BOILER L7 FURNACE $ STEAM HEATL7 GAS Ll OIL A COAL L7 PROPANE L7 OTHER: FURNACE ROOM: OPEN O ENCLOSED a LOCATION OF GAS METER: NONE ROOF MOUNTEDL7 CEILING MOUNTEDAr WALL MOUNTEDLI FLOOR MOUNTED a PORTABLEI- FIREPLACE jJ LOCATION OF FURNACE= SERVICE AREA NORTHWEST MOUNTED ON CEILING FIRE EXTINGUISHER: WATERZ7 CO2LJ DRY CHEMICAL AV SODA ACID 47 OTHER: DATE SERVICE: 1968 HYDROSTATIC TEST DATE: SPRINKLER SYSTEM: YES P NOR WETZ7 DRYZ7 OTHER. AUTOMATIC SPRINKLER VALVE LOCATION: NONE LOCATION OF SIAMESE CONNECTION: NONE STANDPIPES & HOSE: YES ZI N0 JW FIRE ALARM YES 17 NOW FIRE -DOOR: YES L7 NOW FUSIBLE LINKS: YES Q NOL:t OPERATING CONDITION: YES17 NO j-_7 SMOKE DETECTOR: YESZ7 NOOFIRE EXCAPES : YESL7 NOW CONDITION : OKL7FAIRZ:, NONE 47 REMARKS : LOCATION OF FIRE EXCAPE: . NONE TYPE OF ADJACENT BUILDING: WOODL7 METALL7 MASONRYAlr OTHER NONE JJ FLAMMABLE LIQUIDS USED OR STORED WITHIN THE BUILDING: YES SPECIAL HAZARDS : NONE • DISTANCE FROM CLOSEST HYDRANT: '1/3 BLOCK DISTANCE FROM FIRE'STATION : 6 BLOCKS 'REMARKS : RECOMMEND FIRE'EXTINGUISHER BE CHECKED. w DATE OF INSPECTION: MAY 26,1976 NSPECTOR Tvail FALLS FIRE DEPARTMENT.. INSPECTION REPORT _ Name of Business Address, ,2QS' �w� f�IC� �• Business Phone .. Name, home address and home telephone number of: i Owner Lessee Manager Name, home address and home telephone number of other persons having key to building. Occupancy Type of bldg. 4n 01, Number of sfories Basement Roof cover Attic, access to Vertical openings, enclosed or open: Stairways Light wells •�_... Elevator shafts Other shafts Elevator pit =M - Condition of bldg. - Interior dire protection Automatic sprinkler Valve.location. ..�.� Siamese connection Standpipes & hose �.—.� Fire.extinguishers AA Date tested �N a! Am Fire alarm Date tested Fire doors .�-- Operating condition . Fusible links If not automatic, are they kept closed Heating system: Kind vC - Fuel used ep el— Furnace room enclosed or open Condition of unit Location of, main electrical panel Wiring _ - _ _Extension cords 'TWIN FALLS FIRE DEPARTMENT INSPECTION REPORT CONTINUED Gas meter location Outside shut off �^ Egress facilities: Stairways Exit doors .�r Exit lights : Fire escapes Condition Location Flammable liquids used or stored within the bldg. Special hazards: Type of adjacent bldgs. Dates of past fires in building and approximate damage Distance from closest hydrant Distance from fire station Remarks: - Date of inspection l INSPECTOR t O M ui a� N � © O M Ld N 0- cr- co Al -1\J N-� .\,N �A�- J� N O H ', i z .° 'I 0 "1 01' 11 CN - (s] d, rd a) O'i-1 S4 14 ; tI z crS � Sy �+ a.. 0 4 i, Z OZ 0 8 k , 43 lqj 0 IV� o � (nI a, ro td . cn N z w � p ¢ V) rd o u emu, .O� O rl.� ,r(c, `�4I X z w k x M 0 � � �i L3. ¢ S 1. LO m 14-j I f�l pp U 'o }1 rd N N �y pp N 0 O U +� x a) O ''O U N Pa Ul � a1 T'. r^I (n 41 W'0 O W Z }a S W >+ 4-3 'D m W td { - '-a O wP •• oI ul .. w O �, ICI� (4 ip ko04) 0, "1 O0L7� . lro I z .. 10 l (d �AOOx S Ra l z I. aHv] cn x u � riIOU),ro O m I-1 � � 5 � . wV� w ,� - °fib • w x 1r� O Qu0.��Q-. zt!Y— ►P-aa avW, `� E-3 _ xhx A '�m�ai l I O IU J o�X� gyIm u�. V. r. 4-) . M oa,l-,Iro{0�Iu p a NO J }t '.-1 , ,, O 0 (n DC w '� > O -mmm1I � y ° x ° 0 oj p . ,.zuo4i � m z c `� 0 � o I wrt T' z 4 a -iarV zF1 a o 0) . 1",� 0 0 t 0 -ri Va 41 r�_ O 4-3 > td m Ei La U O U �l•r4A () >+ � ri n1 4-1 •� o > zw a, + o uIll tr� z I.-1 as ~ -A •11 o 41 a, 'a)t U U + I b►ors-1 O 9 m W tr+ O � to � W o 4) 23Q a (( L > azW Im U 'd a1 u a .0 a a 4-) O o - 4 •H to o E-4 9 1c o 14 {-4 Lo U, IL) 4J •ri 1) W to 0) 'd 0 @, -?A 1"i A m k a ' ri U 4a m [ O i3 d m v, a, : to a! 0 3 4-1 a, :J > >, 04 Z +a >f -ri as a, m Os:410 -r� X >4 $ 44 > U 4J s w to w � r4 N 9 Z 0 r-1 V O -4 >1 to 33 9 a, o to > PO ra cn L U r.l 00 m N • W M 01 —1 td Ea P; a) .'A (JO $4 u U 0 P 4-1 a) x J > m cV m I a y U a! k 41 m 1; U m U 4-3 IV -r•1 a o 4) t► ri - ui a1 a 41 O ', to 010 9 1~ O •r( f4 � Z 0 O td X 44 r-1 4-3 0 -4 p A !¢ '[1 W U O go e, 'ri 'ri M 0 0 Urt tUd � rA w o td md •Ld�q V rd td & >� 4J 4-3x rl a, u .i 44 $4 9 a, k-d U 4 +3 m > 0 O w U 44 Ra r aG W U owc a, W a1 Q) U) ld �' 3 m [tl] KtklwMw3wmgx � w ri � U) wv w (� 0-4 9 b 6 100 9 U -- 'T+ ° ra N M 4 lf7 10 t� CO Cn O r•I N tr, t"• . d' LO lD r- CO 0 O r--f N en ri r-( r-i r-I rS '' U 0 -1 4 H ra r 4 r-I r-I N N N (4 TWIN FALLS FIRE DEPOMENT Fc* #303 FIRE PREVENTION BUREAU INSPECTION REPORT UPDATE Name of Business -sl L&eL"-kr <, IQ 6 Owner Manager Name . Home Address Home Telephone Other Persons Having Keys : 2 . 3. (Date of Inspection) (Inspecte y) FIRE PREVENTION HUREAU INSPECTION RECOMMEW IONS TWIN ELLS FIRE DEPARTMENT NAME c9 S i S� ADDRESS No. Extin fishers Check Z-�- Filled Tape Dry Chemical Water CO2 General Housekeeping Exit blocked Exit locked Exit lights Stock Above sprinkler heads Sprinkler riser blocked Stock around furnace area Fire Department cap needs replaced Metal safety can for rags Electric REMARKS: Proposed call back date: Inspected by and date: Recommendations received by: CITY OF TWIN FALLS Electrical Permit and Application for Inspection N° 3980 C iDate--A AX_---__--, 197� Application is hereby made for a permit to install, alter or repair the electrical work described below subject to the regulations provided by ardinance and for the inspection thereof. Property Ornner 6�it Services - - - - Air Conditioners - $---------- Flood Lights - - - $------- Ranges - - - - $_---_-- Disposal - - - - $------- Sump Pumps - - $____------ Outlets - - - - $---------- Heaters - - - - $___-- Gas Tubing - _ - --____-- Furnace - - - - $---------- Water Heaters - - $--- --- Neon Signs - - - Gas Pumps - - - $ Light Fixtures - - $-- Sign Outlet - - - $---------- Dryer - - - - - $---------- Commercial - - - $---------- ------------------- $--------- cMors ----------------- -s--------- ---- ____------------------------------------------- eous ------- -- --jW------------------ ----------------------r------ Applicant --- ---- - ------ — -----------TOTAL ${' ------- ISSUED SUBJECT TO THE APPROVAL ----—---------- OF THE ELECTRICAL INSPECTOR crrY CLZM Ttta U-Nirwo—Acs PTO. AM 0.73 CITY OF TWIN FALLS Electrical Permit and Application for Inspection N2 3241 C, Date_ Application is hereby made for a permit to install, alter or repair the electrical work described below subject to the regulations p ovi or ' d for the inspection thereof. Property Owner Address Services - - - $----- Air Conditioners - $---------- Flood Li is - - - $--------- Ranges - - - - $---------- Disposal - - ----------- Sump Pumps - - $---------- Outlets - - - - $---------- Heaters - - - - $--____ Gas Tubing - - - $------_- Furnace - - - - $---------- Water Heaters - - $----------- Neon Signs - - - $---__ Gas Pumps - - - $_--__ Light Fixtures - - Sign Outlet - - - $---------- Dryer - - - - - $---------- Commercial - - $---------- -----—-------- $---------- Milaneous _ -Y----- --- ------l-��- ---- /.- --�------------------------------- -' - �t Applicant _ -- ___-- _ �______--------------T 'J- pP -- ISSUED SUB CT O THE APPROVAL _---_—___----__ OF THE ELECTRICAL INSPECTOR r1MO-KKW6--+gas rro. AM 0.7s OCC*NCY INSPECTION RECORD ADDRESS ... _......._- 285.. Blue Lakes_Blvd...:_North......................•------------------------------------------....................................------. NAME OF BUSINESS .......H011Y---&...BiRe...Lake$-..-Sixty---- X.........................................................................._....................._ DATE DATE INSPECTOR INSPECTED NATURE OF COMPLAINT OR VIOLATION ABATED CDH 19 July 73 CDH 15 Nov 73 CDH 6 June 74 CDH 19 Nov 74 CDH 28 AULI 75 CDH 24 Set 75 MJK Mav 26 1976 Recommended fire ext. be checked. 7-16-76 RC 7/18/77 RECONMNDED NO SMOKING SIGNS FOR GAS-PUIMPS 031VAV NOI1"CIA NO LNIV744WOO d0 3kf11VN 03103dSNI HO.L03dSNI 31VO 31VO _................................- - ...................................................................................................................................................... SS3Nisne io 3wvN - - ............................................................................................-......................................I............ SSM100V ad00321 N01103dSNI )�ONbdn000 s 3j�eLaK� CQ