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CITY �]F {frtl-1._ 8�"IGl�1Gf"n io:�Fin 1� -- IM Review Requested (check all that Sign Permit Total value of sign(s) (excluding value of electrical portion & cost of installation): $ Total value of electrical portion only (must obtain electrical permit): $ Planning Department SIGN PERMIT APPLICATION ❑ Planned Sign Program ❑ Temporary Sign Permit: o 15 day o 30 day o 60 day o 90 day Expiration date: Applicant Information Property owner's name: ©©M,,��L7 °r4 1y �C7JtJ��� Phone: —1 — 6l C� Property owner's address: 999 5 (2 V�� �.%a.7 _ Zip: ����-2�, Business owner's name: o -D vt Phone: 9` I - b9 7 Z - Business owner's address: Zip: Sign contractor: I D1��9(�``�/( !�(� t� Phone: f� Sign contractor address: ��p , '1 5 ��1 i 1 Sc� . `F4� zip:`31 J Primary contact is: ❑ r`operty owner ❑ Business owner UrSign contractor ❑ Other Contact e-mail: �fuC��Q6—,),Y ��°i� , CC,wt• Fax: Information Business name: Location/street Range of addresses (if PSP): Legal Description: Lot C7 `L Block —S Subdivision Is there an existing Planned Sign Program for this property? Q) Comments: Temporary Sign Permit Information (if applicable) Z— Zoning district: 0-- es ❑ Not required I S .AY G,j �w Size of sign: Height (in feet) Width (in feet) Type of sign (e.g. banner, balloon I ame, sandwich inflatabl Name of person responsibl or removal of sign: Phone:' pp , Authorization �-- Business ow r/authorized agent's ted name: � Date: i F, Business o 0 'zedaeent's sianature:---- / I date: Memo TO: Fairview Lakes Project File Frorix Sonya Allen CC: Daunt Whitman, Golden West Advertising (Roger Llewellyn) Date: 4/14/04 Re: Revised Sign Program for Fairview Lakes Roger Llewellyn (Golden West Advertising) on behalf of Hopkins Financial, submitted a Revision to the Planned Sign Program Application for Fairview Lakes on 4/13/04. This letter outlines my review and approval notes of the Planned Sign Program. The revision included allowing letters on wall signs to be a maximum of 5 -feet in height which is reflected below. The number and types of approved signage are as follows: Center / Commercial Signs (the 2 large tenant signs on Fairview Ave.) • Total # of allowed Center/Commercial type signs = 2 • Golden West Advertising is applying for both (2) of these signs with the Planned Sign Permit and both are approved by P&Z. Single Building Signs (the smaller signs that identify each individual building in the proieO • One free-standing sign is allowed per building within the center (sign may not exceed a height of 10 -feet and background area of 70 square feet). • Golden West is applying for (2) of these signs at this time for Pad 1 & Pad 2 located at the western entrance of the subdivision. These are approved at this time. • The rest of the individual free-standing signs will require separate sign permit applications. • Each of the future signs must be in conformance with the design approved under this Planned Sign Program. Wall Signs • No specific Wall Signs were proposed under this application. Each of these future signs will require separate sign permits. • Sign shall not exceed 18% of wall area or 9% if the property also has a free-standing sign. • Signs shall be individual letters mounted to a continuous raceway not to exceed 5 -feet in height or allowed square footage. Sign Setbacks The setbacks for the Center Sign(s) are approved as shown on the Site Plan. The Fairview Lakes Center Sign(s) meets the minimum one foot setback on the front property line and five-foot setback on the side property line. 0 Page 1 Mar 31 04 01:51p Golden West advertising 208-336-5268 p.2 Fairview Lakes Center Sign Standards This criteria has been established for the mutual benefit for all tenants. Conformance will be strictly enforced and any non -conforming or unapproved signs must be removed or brought into conformance at expense of tenant. A_ GENERAL APPROVAL REQUIEMENTS. I- Tenant shall submit or cause to be submitted to the landlord for approval before fabrication, at least two copies of detailed colored drawings indicating location, layout, design and color of the proposed signs, including all lettering and/ or graphics with complete specifications and dimensions drawn to scale. 2_ All permits for Tenant's signs and their installation shall be obtained by the Tenant or his representative and shall conform to all local building and electrical codes as well as the criteria set forth hereafter. 3. All signs shall be designed, constructed and installed at Tenant's expense. 4. Tenant shall be required to fulfill all the requirements of these criteria, B. NUMBER, LOCATION, DESIGN AND CONSTRUCTION OF SIGNS: I_ Tenant shall be pennitted a maximum square footage calculated as 18% of that elevations wall area_ Wall area shall be calculated at the height times the length of that elevation, 2. One tenant space on Pylon sign shall be permitted if available. In addition one pad identification sign may be allowed per building if available. 3. All Tenant's identification designs, logos, copy and shapes shall require landlord's approval_ 4. No exposed conduit, brackets, fasteners or wiring of any type will be permitted, 5. Exterior signs. shall be individual letters mounted. to a continuous racewaynot to exceed a letter height -of 5'-0or allowed square footage.- a. ootage.a. all illumination shall be UL approvers and have sign company's identification amp load and UL sticker in legible view from ground. 6. Total sign, length shall not exceed 80% of tenant's linear feet of leased frontage_ C. MLSCELANEOUS REQUIREMENTS: 1. Tenant shall be responsible for the operations of Tenants sign contractors. Tenant and sign contractor will be liable for any actions committed during installation or service of signage. 2_ Tenant or his representative shall be responsible for cost of maintenance, service, repair or replacement of Tenant's sign, time clock or electrical wiring. b_ Tenant shall be required to keep his sign in working order and all surfaces shall be maintained in good condition. Tenant shall also be responsible for any repair or painting for wall upon leaving of said space. 3. Approved sign vendor is Golden West Advertising 114 E. 37" St_ Boise, Idaho 83714 (208) 345-4343. Contact Golden West Advertising for tenant sign criteria and design services. 9/27/2006 2:35 PM Structural Engineering Calculations for: Smokey Mountain Address Meridian, ID D/F monument 10' OAH Code: IBC 2003 Index Title ................. 1 Specifications ................. 2 Wind Loads ................. 3 Steel Column ................. 4 Footing ................. 5 Drawing ................. 6 Young Electric Sign Company By: Check: Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 9/27/2006 2:35 PM SPECIFI CA TIONS Project: Smokey Mountain Descript: DIF monument 10' OAH Code.., Steel... IBC 2003 Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36, Fy = 36 ksi. Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi. Square and rectangular tube: ASTM A500 Grade B, Fy = 46 ksi. High strength bolts: ASTM A325, non -slip critical (bearing type), snug tight, Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36, Ft = 19.1 ki. Steel for reinforced concrete: ASTM A615, Grade 60. Welding... Design and fabrication according to AWS D1.1, current edition. AWS certification required of all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete.,. Design and construction according to ACI 318-95. Compressive strength at 28 days, f'c= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. ( Exception: if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum of 4 days, the sign box may be installed the same day as the as the footing is poured. ) For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3" concrete cover over all steel embeded in concrete below grade. Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 9/27/2006 2:35 PM WIND LOADS Project: Smokey Mountain Descript: DIF monument 10' OAH Ref: I8C 2003, rigid structure (f >= 1.0) Basic Wind Speed= 90 mph (3 -second gust) Directionality Factor, Kd= 0.85 15.9 Importance Factor, 1= 1.00 25 Exposure= C open terrain, scattered obstructions Topographic Factor, Kzt= 1.00 no hills, ridges or escarpments Gust Effect Factor, G= 0.85 structural frequency >= 1.0 Force Coefficient, Cf= 1.20 M/N <= 6 Calculation of Design Wind Pressures Z(ft) qz=0.00256(Kz)(Kz9(Kd)(V^2)(1) Pz=(gz)(G)(Cf) 15 15.0 15.3 psf 20 15.9 16.2 psf 25 16.6 16.9 psf 30 17.3 17.6 psf 40 18.3 18.7 psf 60 19.9 20.3 psf 80 21.3 21.8 psf 100 22.2 22.7 psf 120 23.1 23.6 psf 160 24.5 25.0 psf 200 25.7 26.2 psf 300 28.0 28.6 psf 400 29.8 30.4 psf Sign Engineering 3.1 (C) 1998 Young Electric Sign Company STEEL COLUMN DESIGN Project: Smokey Mountain Descript: DIF monument 10' OAH Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Height Width Area Centroid end 1) roof section V(#) y (ft) M(#,) 15.699 8.112 15.28 2) section bellow roof 0.667 11.083 7.389 6.833 15.28 3) top portion of cabinet 1.250 8.583 10,729 5.875 15.28 4) main body of cabinet 2.500 11.083 27.708 4,000 15.28 5) bottom of cabinet 1.250 9.083 11.354 2.875 15.28 6) 7) 8) Calculation of Design Forces at Critical Heights y (ft) M(#,) V(#) y (ft) M(#,) V(#) @ grade 5,873 1,114 0.00 0 0 10.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 Column Support Design Table 9/27/2006 235 PM # of Column Column Length Start End Sleeve S act fb Cols Type Size Elev Elev Depth (P, TS) (ft) (ft) (ft) (in) (in^3) (ksi) 1 p 4"(.237) 13.90 -3.90 10.00 N/A 3.21 22.0 Allowable Bending Stresses Column Column Criteria Type Size P 4"(.237) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 9/27/2006 2:35 PM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: Smokey Mountain Descript: DIF monument 10' OAH Ref: IBC 2003,1805.7 # Footings= 1 Moment/Footing, M= 5,873 Ib -ft Pass lat soil res, q= 150 psf Composite Centroid, h= 5.27 ft Equiv Concentrated Load, P= M/h= 1,114 Ib Rectangular Pier Width, W= 3.0 ft, parallel to sign face Length, L= 3.0 ft, perpendicular to sign face Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 3.9 ft S1= (2)(q)(D/3)= 396 psf b= Sgrt(W^2 + L^2)= 4.2 ft A= (2.34)(P) / (S1)(b)= 1.6 Concrete Volume Outside Width of Column= 4.5 in Depth of Column in Footing= 3.9 ft Volume of Concrete per Footing= 1.3 cubic yards (+-) Total Order Volume of Concrete= 1.3 cubic yards (+-) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company EA5T A��D WEST E LEYAITOOH5 W OEM I .AC E � � AY ip 2!9 19-0" 5.��!! SCOPE OF WORK CHANNEL LETTERS ,-CHANNEL LETTERS FFR AND INSTALL (2) S/F NON ILLUMINATED DISPLAYS RACEWAYS TO E3E ALUMINUM PAINTED AS SHOWN. CHANNEL LETTERS `SMOKY FOUNTAIN' TO 13E FAINTED RED FOUNTAINS TO DE PAINTED GREEN LETTERS `PIZZERIA GRILL' TO DE PAINTED BLACK DISPLAYS TO E3E MOUNTED TO STUCCO WALL LIGHTING DY OTHERS O L ^Q^ CL cc L— IR MR Bpd 0 rz U L- 0 O O U O L Q% Q) L cz m CL as Q Qi C O L O O U U cz _c_- 0 U 16 E r-. O C cC E O) L O 2.F D. 12 / Ae / / \I / `ll% 1\ I r � \ r 1/ r r I I ► 1 \ 1 1 r r / 11 ' l r' ;' / r I I 1 1 I "K 1 i'`Z 1 p p n p co � BASE BY OTHERS SCOPE OF WORK MFR AND INSTALL D/F MONUMENT DISPLAY A - MAIN BODY OF SIGN TO BE SHEET METAL PAINTED RU5T 8 - "RACEWAY" TO BE ALUM PAINTED LIGHT BEIGE LETTERS `SMOKY MOUNTAIN' TO BE OPEN CHANNEL PAINTED RED D/T NEON TO BE CLEAR RED MOUNTAIN'S TO DE OPEN CHANNEL PAINTED GREEN D/T NEON TO BE VEEP GREEN LETTERS `PIZZARIA GRILL' TO DE ROUTED OUT WHITE FLEX TO PUSH THRU - VINYL OVERLAY TO BE BLACK C - REVEAU5 TO BE SHEET METAL. PAINTED MUSTARD & RUST D - ROOF TO BE SHEET METAL PAINTED COPPER (TBD) E - CEDAR OVERLAY (TBD) E 0 ri N I D _ C7 Z IL (7 a I 5 0 p Q¢ (Z7 I N M 3 �§N I v >flo Z_ Z I � I � I I � I - I n � 3 I NI z Q NV-m:cn Z _J u a 0 o z a �- Q 0 D o 1 L W Z 1 O �L 0 ' a' Z w W 7 3 ' n ! - � 1 I 1 � � 1 n ' 1 m 3 � C 1 � Q 1 1L1 I I Is U 7 U) L U) I U O 3 Ui w i _ � 1 n � = I 1 Q � � 1 i o ! V J N 3 o cn ' 1 5 a ami c U Z J to 1 p otf RI C 0 1 Quo°' ¢ i O ro 0 o o w 1 z g CL F 1n H � U c/1 i U) O. i • O o O > c14 I— i CM • Co C Now 0 Uj ( tR F ( ( M N U h ( s L Z fnZ W 6 p t v o L HL + + HL HL + + HL HL+ + HL HL+ O +HL + HL HL+ \ + HL PF I 84'-2 17/32„ AA I \ \ L + I + AA AA + + AA AA + O + H L + H L C sc�� C 1�,c C C AA O 6 TRASH I SIB 6 I 6 6 9L OC� + 6 6 I ZOT ” 6 SMOKY MTN. 9 c c I � PIZZA I N C + C(9D + 00 Dp I m + HL AA ; 4.540 G.S.F. F BUILDING '' � '2 4 HI_\ N I + ® ® O 74'-1 1/2" N I TRASH 1 1 057'-0" 0 �- -- 7-0 I EATU E +N P 8 N P AA z + + AA _ CD sc 56016.02R 876.87' RC TUR MONUMENT SIGN 6' HIGH (MAX.) 32 S.F. ' � n � C SCALE A E —1 O (MAX.) BACKGROUND 32 SIGN: 35' MAX. HEIGHT N 200 S.F. MAX FAIRVIEW AVENUE (U.S. HWY. 30) BACKGROUND