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HomeMy WebLinkAbout09-8903 CITY OF ZEPHYRHILLS 5335 - 8TH STREET . (813)780 -0020 8903 , BUILDING PERMIT V YIMIVM , e 7 1 71 .. 3 , ✓, ;k:-„,. k a 7 . ': `i -`' - . t r of c o AV " r Permit Number: 8903 Address: 7313 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 34- 25 -21- 0000 - 00300 -0050 Improv. Cost: 6,475.00 Z=` $" Date Issued: 3/31/2009 Name: TACO BELL Total Fees: 97.50 Address: 7313 GALL BLVD Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 3/31/2009 Phone: (859)624 -3866 Work Desc: INSTALLATION 3 SIGNS& CANOPIES /UPDATED DRIVE THRU MENU BD PROJECX GROUP INC SIGN 97.50 6 66 i/i6De- u.► li' 6 7 vq NM .'«, ' 1 Y ,, QC s st T a" ` ti ; a 0: ' ,, , FOOTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to o ' ner: Your failure to record a notice of commencement may result in your paying twice for improvem - " rto your p P : . - • you intend to obtain financing, consult with your lender or an attorney before . • ing you . - . • • mmencement." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER -c. - ft City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ;ontracto omeowner: )ate Received: / lite: e ze 'ermit Type: 0 (6d/06 r g 7" e � 19 '` )197 / 43 approved w /no comments: Approved w /the below comments: ()2t7 Denied w /the below comments: ❑ ) NO I , , 96, &. 6, /A RO,cv . ,7 -e_i— * , This cowmen sheets b kept with the permit and/or p lans.. . Ka1vin S - tzer - P1 s xaminer Date Contractor and/or ` omeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application ax-813-780-0021 �9 Da �' 4 8900 Date Received �O `Ali Contact Building for ep Perm rtment • 40 7 321 _ 1 H 2.3 Owners Name Lac 6 c (1 Cc R ....... Phone Number 01 ("PI - 311 owners Address l p o 13 35 3 °7 b, L w3 5 ✓• I I c r K y Owner Phone Number I 5 i- 7-5 Z O 3 3 Fee Simple Titleholder Name' ] l (3C(( OA- A I°`"' ' a Owner Phone Number Fee Simple Titleholder Address 1 H ' t 1 N. D a 1 l ' s P 1 4 , 4 , 1 / iD 4 II k S TX 757 S:( JOB ADDRESS 17313 6411 131 LOT# SUBDIVISION PARCEL ID# Pi - r 5 ' v 1 ' 000 - ✓ C (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED n NEW CONSTR I ADD /ALT n SIGN MOVE n DEMOLISH „CM INSTALL REPAIR PROPOSED USE Q SFR n COMM Q OTHER I TYPE OF CONSTRUCTION n BLOCK n FRAME n STEEL n OTHER I 1(3) DESCRIPTION OFWORK l 00d dot khr,, S,yoS (Men,' Bur Burl, helm a6lir3( 0 ( lk fl n.t) J eli 9011 5t3As and BUILDING SIZE x ,11 X 34 !ki SQ FOOTAGE r x' !J .7 I HEIGHT lr rv(ttv►O C S BUILDING $ �! 1 VALUATION OF TOTAL CONSTRUCTION (✓) H 75 . C0 n ELECTRICAL $ AMP SERVICE n PROGRESS ENERGY n W.R.E.C. n PLUMBING Is n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n GAS n ROOFING n SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA nYES nNO BUILDER COMPANY SIGNATURE REGISTERED 1 Y/ N 1 FEE CURRENT I ¥ / N Address SO I License* ELECTRICAA /gk C e t REGISTERED I �O,CC)C 61(0,-,e SIGNATURE (! REGISTERED Y! N I FEE CURRENT 1 Y/N Addr j Doling Five, .Skakw( FL ,' Z71 I License# I e 0- 00� I PLUMBER COMPANY SIGNATURE REGISTERED 1 Y / N 1 FEE CURRENT I Y/N I Address I License # I MECHANICAL COMPANY 1 SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/N I Address I I License* I OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/N I Address I I License # I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""'PROPERTY SURVEY required for all NEW construction. 3:3:3.. ... ii7i33il iiiiiit3iiiiiiii _iiiiiiiiiiiiiiiE ' iiii° ........ ..... .................. ....i iiiiii =C DlfeCtI011S: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) *” Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed° restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", 1 certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that 11 is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers- Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A °, it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, 1 promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. )RD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR L tOPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT j AC t'i Ok I 44-1 C RECORDING YOUR NOTICE QF COMMENCEMENT. CONTRACTOR Subscribed and sworn to (or affirmed) before me this Who is /are personally known to me or has/have produced as identification. Gl0 Pt :A r1 f fCt v �ti ✓t er' 4 r Notary Public 5C /1 A e p {- •T ( , t V '� Commission No .J-- Name of Notary typed, printed or stamped L UA r'4CiicC 2 / (,2, A ■. 1 Pasco County Parcel: 34- 25 -21- 0000 -00300 -0050 001 Page 1 of 2 Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Questions Other Parcel Cards: 1 1 2 Other Agency Data: Tax Collector School Board Supervisor of Elections Data Current as Of: 1 Weekly Archive - Saturday, January 24, 2009 Parcel ID I 34-25-21-0000-00300-0050 (Card: 001 of 002) Classification I 22 - Drive -In Restaurants I Mailing Address Property Value TACO BELL CORP Ag Land $0 TACO BELL #4868 Land $319,880 PO BOX 35370 LOUISVILLE, KY 402325370 Building $164,177 Physical Address Extra Features $5,542 7313 GALL BLVD Market Value $489,599 ZEPHYRHILLS, FL 33541 -4309 Assessed (Save Our Homes) $0 Legal Description (First 4 Lines) COM AT A POINT ON WEST RIGHT- Taxable Value $489,599 OF -WAY LINE OF US HWY 301 AT INTERSECTION OF THE NORTH BDY OF SPANISH TRAILS VILLAGE AS . Land Detail (Card: 001 of 002) Line I_ Use Description Zoning Units Type Price Condition I Value* 2 2200 DRIVE -IN 00C2 23,3 i SF $9.00 1.00 $209,880 I Additional Land Information I I Acres 1 0.79 Tax Area I 3OZH II FEMA Code I X Commercial Code' OPAR2AC I Building Information - Use 22 - Restaurants (Fast Food) (Card: 001 of 002) 1 Year Built 1992 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Flat Roof Cover Built -Up Tar and Gravel Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Quarry or Hard Tile Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 Line _ Sq. Feet 1111Repl. Cost New 1 777 $90,000 2 CAN 82 $2,896 3 SPA 1,251 $123,127 I Extra Features (Card: 001 of 002) I Line Description Year Units Value -- 1992 $703 1992 20,484 $4,839 I Sales History I Previous Owner N/A Year Month Book /Page I Type Amount 1992 03 3002 / 0942 I WD I $364,500 Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Questions http: // appraiser. pascogov. com / search /parcel.aspx ?sec= 34 &twn= 25 &rng =21 &sbb= 0000 &bl... 2/4/2009 , . Yum! ,vp,. 6! Tanw'" *. it MEMORANDUM February 10, 2009 To Whom It May Concern: As title holder /landlord of the property, 7313 GALL BLVD., ZEPHYRHILLS FL 33541, I do hereby give authorization the signage installer, Dynamic Aspects, Inc. (or their Agents or Subcontractors), to pull permits, variances, perform sign installations, removals, or maintenance at the above named location. Title holder /Landlord: Taco Bell of America, Inc, 14841 N. Dallas Parkway Dallas, Texas 75254 1 i s 7): Li t.' / Taco : = I of America, Inc. Represenative l oll' V A' — 1 IA I el State of County of 4,-/ Acknowledged before me this / 3 a- day of 2009, by Xa tA,U— )h sc...‹.4 Notary Public 00 p ° o 00 M. 0 I - 1Ui 4 I 0 II: 0 � 'l e a m. 0 gm _ IIr ' , - - ..�; �I ®_ iii ' , ` i L�'o5 ;� 1 i ' h, 4 11 A 0�, P a " o x p *-4,111 0 � © 0 , 1m ® o I, , v R as 1-,- -EN m o 0 . o o ■ f TA 0 u z O % % $ $ Z_ g • ' ' j- ^� I r '.\r ,.t■ • I \ PI I 0 0 © L10 re 00900 0■ Y I ,' ��.� •: 1 Ili r ill iZi� A o 1 k k I ,;,,_ ,,,c , 1 pl„, 1 . „, @ ... : A ,,,,\ d T1 r t � mi1 . � I_-m JI pr OM EN 0 0^ © m c, © ® O � ., it r ii 1 ! „ I I r I // m S1 Q ,// r Im , 1 I n Z p 1":g 9 11- 9 ; Z ` ; s ' /I F Z t; ; S 4 M b 0 m D s r m >2 - -- i FREDERICK J. GOGLIA .p D m O -_I t ANCFiIECT, NCAtB, 6P ?,0 .. 1190 OM WAD, MITE AO Bf. LOUR TBN6 r ill 1 2 x 7 8 _° PH MO 461100 FAX WO46MO0 nureteom . . TB- DTI4CNPYw/ 9" LTRS • LARGE DRIVE THROUGH CANOPY Yuin! "MCC" BELL 14 -6" p { WARI ' K. SHALL COMPLY WITH ALL F,VAILING CODES, FLORIDA BUILDING 3 ` - c`I COD ATIO ■ 1 ( C CODE AND REVIEW DAT �yRHIL CIT `� �..� .:� � � � �, :° ;�;��' OF Z EDS v p� S EXAMINER---- _ " INDIVIDUAL TB- DT70CNPY � � LETTERS PLAN VIEW 9' -2" 14' -6" 8' X 8" X 1 /4 - THK. 12. -6" STEEL MOUNTING PLATE 63 JAW AND JAW TURNBUCKLE-- p 1 .::. 1 E: ii WITH 1" DIA. THREADED RODS / 6 •1 C4 X 7.25 STEEL CHANNEL •Y• -- ° Y • m • (MIDDLE AND EACH SIDE) I I' II C 4X7.25STEELCHANNEL �� --� ( MIDDLE AND EACH SIDE) ■ � � ..r�.� �I �,� --,�/ I _ 125 "THK. ALUMINUM ■ O �I' _ ) ITYPICALALLSIDES) ' i� -• -_- • l :2'X2 "X1 /B'ANGLE FRAME S10E VIEW FRONT ELEVATION 43 CANOPY II" X8'X1 /4 "THK. STEEL MOUNTING PLATE 6 ,/� DESIGN PARAMETERS: 6 3'X3'X114' TH K.X • 110 mph wind speed 3- second gust- Exposure C. 21/2 LONG STEELANGLE • Attachment may vary based on wall conditions. JO .� 7/8" DIA S.S. BOLT AND NUT • Compliant with national building codes and standards TYP. JAW AND JAW TURNBUCKLE (IBC, UBC, BOCA, AISC, ASCE 7, ACI & Aluminum Design Manual) � � � • Refer to written documentation for material specifications. [�IIi E '" 0 WITH r DIA THREADED RODS IF oo l TB- DT14CNPY - LARGE DRIVETHRU CANOPY 00 • .125" aluminum skin WALL FASTENER • Fabricated using channel and angle frame MOUNTING PLATE DETAIL • Suspended with 1" diameter turnbuckles and plates 3/8"THREADED ROD W/ TB- CL9CNPY - INDIVIDUAL 91/8" LETTERS PIPE SPACER (4RECTO) • .125 pan formed SG polycarbonate back 7z2k3 /16'THK. STEEL ANGLE • .100 pan formed SG polycarbonate face E Ij I (SPANNINGAMIN.OF2STUDS) Electrical: 3"x3•x114• T11K.x Neon: 15mm cl Deisgner 71 21/2'LONGS'EE STEELANGLE LMO Transformers: (119000/60ma (4.5 amps) STEEL MOUNTINTIN G PLATE Amp Load: 4.5 amps /120 volts 318' THREAOED ROD WI Circuits: (1) 20 amp circuits 60 HZ - UL 48 & NEC compliant PIPE SPACER (4RE0D) �� 2"72'4/16"THK. STEEL ANGLE (SPANNING A MIN. OF 2 STUDS( TOTAL LOAD: 4.5 amps - (1)20 amp circuits 60 HZ TYPICAL MOUNTING DETAIL ® TOP WALL STUD GRAPHIC & COLOR SPECIFICATIONS: JAW AND JAW TURNBUCKLE COLOR PMS 3M / WITH 1" DIA.THREADED RODS LETTERS Purple Violet V0-4153 7/8' OIA. S.S. BOLT AND NUT Magenta Process Magenta VQ -4154 2'x3B'THK.STEEL FLAT BAR lig 1 /e'THK. ALUMINUM GRAPHIC & COLOR SPECIFICATIONS: CANOPY TOP COLOR Tiger Drylac TYPICAL MOUNTING CANOPY STRUCTURE Brown C33 49/66230 DETAIL @ BOTTOM _ : ° s Sin P 11 o u c e e s we : were prepared on behalf, and are the sole propriety, of Yum! Brands, Inc. •••. : Everbrite The Y um! Brandgrogram .-..? Identity Systems Division 4949 S 110th St. • Greenfield, Wisconsin 53220 • Phone: 414- 529 -3500 • Fax: 877 - 430 -7364 • www.everbrite.com rb8 /31/05 N " 91/8' w 0 w !9 ) A \ + � � i N # N I O O �. (;�. N + N ? 1 r �� mO v Y C� i�Ol -- V A V GI 1 i " us I: t I O2 i CD CO z ` c Y i� 15.:-: 1 i ± ( z 10 m vc wac 6 • * _i_ k- a • ' , i AG t N # -A N �rF \ _ Q 2 2 '! 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Design Specifications 1 FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure Factor B IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.7 V 110 mph GCp -Gcpi 1.28 Zone 4, h < 60 Wind Pressure 27.8 (psf) Canopy Information Height 1.00 (ft) Width 9.17 (ft) Thickness 6.42 (ft) Distance grade to top 30 (ft) Wind Sheer Force 178.2 (Ib) Weight of Awning 588.5 (Ib) Uplift Force = 614.9 (Ib) ! Z� Total Tension Force = 254.4 (Ib) Required Provided Fastener size (Nominal) 1/2 1/2 Minimum number of fasteners 8 8 Sheer Force per fastener (Ib) 76.9 300 Tension Force per fastener (Ib) 31.8 500 Combination Tension and 0.32 <1 O.K. Sheer ratio FASTENERS TO BE 112" DIA. GRADE 8 THRU -BOLTS THROUGH 2 "X2 "X3/16" STL ANGLE SPANNING WALL FRAMING WITH BLOCKING PER BUILDING STRUCTURAL. 1/29/2009 Taco Bell Zephyrhills 9 -2 x 6 -5 canopy - 8' -7 0. k H. 1 . -4 1„ — f 1' -4" 5' -11" MENU m r n i l n r — r O fl n z z z m n I II- V II V 1 -i I W n u III 1 0 X \ it M nr) b o Li m p g r d N i m .0 r r� cz, l� (--) d ` o-) w x c_, Z w 2 C) - � �- - n— � r -. �O c,� o N D o N n 9. O O x W A O x v) Z C7 [r-' � �w p u, _c'w w u, u r - m� mm m— * cc x m m x 77 77 x w H N --Cf.' "_ fi7 cn Li) \ _i=. 4=• - . - 1 I 2 —r 6" I) i i �� w eJ \(- ---{ 1/ 4 � m 0, _ . I m OH t0 G) n O� < • m C nt 91 I- ---- M A Ihil m�° 0 0 III i A\ _ D w D 1 2 L cn w D I w T N O (n= UTl M r- 07 n m =0 OA XJ D CO n - O v73 mW D 0 Cn D cn iv iv m 0 m m 0 0 0 G -p o • EnCon Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Taco Bell 2272 Jaudon Road 7313 Gall Rd. Dover, FL 33527 Zephyrhills, Florida 813 - 655 -3373 Menu Board F 813 - 655 -9814 Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load ASCE 7 -02 Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure B Case 2 IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.57 V 110 mph Cf 1.2 G 0.85 Wind Pressure Number of Poles 1 18 PSF Sign Area Distance to Center P = Force Moment (sf) (ft) (lb) (ft-lb) Top 8.40 8.00 151 1210 Middle 45.88 4.29 826 3545 Bottom 3.66 0.68 66 45 0 0 Totals 1,043 4,800 Required Sx 1.91 inches cubed per pole Provided Sx 4.76 6 "x3 "x3/16" Grade A500 B Steel Tube Base Plate Design Distance Between Bolts 6 4800 Tension on Bolts (LB) Number of Bolts per Base Plate 4 Use 1" Dia. X 36" Long A307 Bolts with 4" "L" Bend Plate Width B (IN) 9 0.60 Plate thickness (IN) Bolt Spacing d (IN) 6 Use 3/4" A36 Plate Diameter of Pole (IN) 3 Foundation by others. !/29/2009 Taco Bell Zephyrhills Menu Board ' \ EVOLUTION DRIVE THRU MENU BOARD w/ ARCH Yu,m! TACO IBEILIL PART#: E002131P 91.362" 11.599" 7.375" 72.0" I - -- 18.584" ---] 47.687" 5.13 5.13 5.1 5.13 5. Sq.Ft. Sq.R. Sq.Ft Sq.Ft. Sq.Ft. V.O. 70.131" 8' OAH '.'i ,,, ,4'''. 'sig. :4 ,5 r- ,- ,,?,-,21, ,,, ?....; 4 COMPLY WI 1 4.31 4.31 • • Sq.Ft. IN000DES, FLORIDA: '''''''''''''''''''''-''''"'"-----' ' ' ' --- ' ''..‘-‘, - -''''' 'cr'' 0 0 v , AT ONAL ELECTRIC Co . FHYRHILLS ORDIN. 41.764" 7.285" 15.650" 1,1 1111 Li_u: :3„3.,.,‘____ SCALE: 1/2"=1'-0" 2 SCALE: 1/2"=1"-0 FRONT VIEW SIDE V.O. _1 8.365" . A I; fzlIVITIJ7 ; =11=11 ., , HZ 111 3 T1=7=11=11=11=11=11=11= =11=11=11=11=11- — 11=11=11=11=11=11=1 - '=11=11=11=11=11 , 11- =11=11=11 .1.77171-LIVigg gillii =11= nel h SRI V ROCK K t . IF LOV VOLTAGE WIPING IS . G 4.- R-r ELECTRICAL MAWS MUST - et °Al °ii zEPHYRIrlius cs SIGN SPECIFICATIONS 1 • Cabinet Extruded aluminum • Face: .150 S/G Polycarbanate Access Area Materials • Open doors & remove panels • Squared: Actual: 34.27 Sq.Ft. Weight (Est.) • 790 lbs. Crated Med Load • 50 PSF, 150 MPH wind speed - exposure C. T VIEW " ACTUAL: 34.27Sq.F aja Favot ■orimmel xA FOUNDATION DETAIL MINER n E SCALE: NTS ELECTRICAL SPECIFICATIONS ( ) Lamps • (4) F025/741 36" 4100K, (10) F0321741 48" 4100K Ballast C6.1 04 VERTICAL cnt.$ CPCLE • (7) Electronic ballasts 0 .56 amps each • (1) Electronic ballast 0 .17 amps I 9" 7 Line Load • 4.09 Amps 0 120 VAC _ *(1) 15 Amp cicuit, 60 Hz UL 48 & NEC Compliant 7 ti Cb7 COLOR SPECIFICATIONS 9" 6" Interior: Mill Finish Exterior. CabinetTiger Drylac 49/66230-33 Bronze BASE PLATE DETAIL 1 cb• dp—i \— .75" thick Doors & Mullions: Black SCALE: 1"=1"-0" L 6- —1 - Graphic & Color Specifications: Tiger Drylac 49/66230-33 Bronze .:i... - . DISCLAIMER. Renderings are for graphic purposes only and not intended for actual construction dimensions. For windload requirements, actual dimensions . • -1.• .,'• ' . . 11.. Everbrite and mounting detail. please refer to engineering specifications & instal drawings. 247525 ''7. -* * *7 - ..*: .: , I d en i try Systems Division 4949 S 1 10th St. • Greenfield, Wisconsin 53220 • Phone: 414-529-3500 • Fax: 877-430-7364 • www.everbrite.com rb 2/16/09 • '14' —O" MIDLOW PORTAL Yum! TACO BELL, ^ _ .090 ALUMINUM TOP PART #: E002404P , 47" 136" i . io 4 c33 r onze T , 2n" as° - I A . . NT PANELS3 – ALL WORK SHALL COMPLY WITH ALL • �� r O1 =IQ8' A � Lao" �u "S PREVAILING CODES, FLORIDABUILDIN( T t1t) E C PLANS EXAM e .____(.C1_. CODE NATIONAL ELECTRIC CODE AND ITY F ZEPHYRHILLS ORDINANCES 114" ALL THREAD ROD Amber Wove 7 7 -Tiger 4- b62 C33 Bronze SW6657; PMS153 TS 2 "x4 "x114" 11 STEEL ASS'Y PLATE STEEL TUBE �WI (4)11 BOLTS Tiger 49-66230 C Bronze 3 _ 49 66230 C33 c� 118" STAINLESS n ____,..-- "L CABLE 7 " «w °ate w T : 7 ' y X u: sc t- 120" Co " Yellow PMS108 VINYL GRAPHICS ',_6" SCH 40 PVC PIPE BLACK COPY 4 \ , (WI END CAPS) 4' STD BELL COLORS "—,x,x,l6 °ALUMINUM TUBE SIGN SPECIFICATIONS FRAME AS REO'D WITH AD o TS 6'x6 "x114" STEEL TUBE Materials mm CENTER SUPPORT • Steel: ASTM A 500h °" • Sheet Aluminum: 3003 -H14 cr N m . 125 ALUMINUM FILLER PANELS • Aluminum Extrusion: 6063 -T6 W/ ROUTED ACCENT STRIPES Decoration (3 SIDES) • Second surface decoration .090 ALUMINUM FILLER Service Access 0 3 „ (EXCEPT AS NOTED) • Remove Access PanelsTo Service Lamps & Ballasts a , m Area • Squared: 54.83 Sq.Ft. � `�` ACRYLIC OPEN HOURS PANEL Weight (Est.) mcv INTERNALLY ILLUMINATED • 790Ibs• (Crated WITH T8 FLUORESCENT LAMPS (PROVIDE OPTION FOR EITHER SIDE) Wind Load m Graphics Supplied By Others • 35 PSF ELECTRICAL SPECIFICATIONS 2. a 8'x10 "x314" ST'L PLATE e-ts SEE MOUNTING PLATE DETAIL Lamps 2§ • Accent Panels: (4) F84T12 CW /HO a Ti 49 -66230 C33 • l ger Drylac Bronze • Hours Panel (2) 13 -watt Dulux Ballast • Accent Panels: (1) Electronic (2.40 amps ea.) 18" ,. • Hours Panel: (1) Electronic (.56 amps ea.) Line Load s L N° GRAPHIC & COLOR SPECIFICATIONS • 3.0 Amps @ 120 VAC Main Exterior Filler: •(1)15 Amp cicuit, 60 Hz UL 48 & NEC Compliant °: = I Paint to Match: Amber Wave SW6657 (PMS 153) ■ Illuminated Bell Tower, Clearance Support Bar & Access Panel: Paint to Match: TB Bronze Tiger Drylac 49 -66230 C33 Clearance Bar: Paint to Match: PMS 108 Yellow 11.0' ° 125 Ole. Bell Panels: Screen Printed 2nd Surface Foundation Kit Sold Seperately P lum: Paint to Match PMS 2685 Base Plate Detail Light Plum: Paint to Match: PMS 2645 • KT 1489P :•'•':•: DISCLAIMER: Renderings are for graphic purposes only and not intended for actual construction dimensions. For windload requirements, actual dimensions "• Everbrite and mounting detail. please refer to engineering specifications & install drawings. 240550 o ., Identity Systems Division 4949 S 110th St. • Greenfield, Wisconsin 53220 • Phone: 414- 529 -3500 • Fax: 877 - 430 -7364 • www.everbrite.com rb 5/15/08 . , ° 6 z z H H c c 1 q l cn cf. 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Q 1 1—:61. kk U th � ttn �S m AOD j5 �' U � W m H EN O� _3m v tT x � N 25 f°yzo cDx � . ...>, 7 m .11 m AN Cx L 6:7', �� mNm r..., �' 1 rn� ,7 =�7 n °o aO 3 c O ° — w CO SW � � W NQ H CO c QA _ yo I� § A R y 25 ~�y� ND x VY H m AN A A V $ $ CJ •n O u, g ° 8 4° i -z � zoK w m yy Om,r-P tl �O 3 s > =x / H oAmma m Xa 1- x �� �Ocz�N m � mZO v p =Z r"1 2 m m g 0 v y 8 8 88 Ib 4� • 3 0 c -z tn 'o }:: mO o, Q M nl r N • r T Ui 0 .1 < rn 1 i rnT • En Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Taco Bell 2272 Jaudon Road 7313 Gall Rd. Dover, FL 33527 Zephyrhills, Florida 813 - 655 -3373 Clearance Bar F 813 - 655 -9814 Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load ASCE 7 -02 Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure B Case 2 IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.57 V 110 mph Cf 1.2 M/N (Larger /Smaller) <= 6.0 G 0.85 Wind Pressure Number of Poles 1 18 PSF Sign Area Distance to Center P = Force Moment (sf) (ft) (lb) (ft-lb) Top 56.00 7.10 1009 7161 Middle 0 0 Bottom 0 0 Totals 1,009 7,161 Required Sx 2.83 inches cubed per pole Provided Sx 10.1 6 "x6 "x1/4" A500 B Steel Tube OK Plate Width B (IN) 11 0.47 Plate thickness (IN) Bolt Spacing d (IN) 8 Use 1 -1/4" A36 Plate Diameter of Pole (IN) 6 Foundation and Anchor Bolts By Others. 1/29/2009 Taco Bell Zephyrhills Clearance Bar p 5 . Q 0 co ' r , L �— � m ' 1 mc�za7o'm 4g1 N \\\ P do C 1 m §§ §$ • No 1 0 . e� c �g e s / p 1 # Ir / `Q 0 i ei o d 1 N :-- :_ §§ P N p N C Pi ._, k W L - I ,063 2.938• M 11.000' 12.000' 7 0 ri 4 �f m v � D I 1 m g ® m co i 0 \\ ") .15 O ..., ...., g l i IA . N 1 O TI ... 1... m x - f _ . 0000' 41 0 o • . 4.740' 1._ , ° e e ° ° -12.740' n • 0 • _ 0 O < 1 C n o °� C . o o .1 I X - �° NN K O L t — I 0 �m P DCn ^m��o �7 0 o mvo u }• w n V �� g � -oc)m O O0") G) Dw y �,'.-- 5_p�Dm p D " V�N,7N = 0 OZ c m m �Z_O m � m () () ) .V1 n Oci = 2 0 N-1 „92->.• � r y �� m Z rm E Z m y mm Q N?'O.Z_1f Z�D 1.1 mm o --D QDZy – . r ?.. CC =H; /� rnry C� O m 3C y y OS. P0070c 0 r � G.)C c L \V 2--. T W >O 2 zn O m cDm m 0 ? Z Z Z ? NZ G `. OZC (7 0 pD Ei�° � 1>nonz 0 Z OG ‘: ° �6 9 T CD ASS a c �. S'.'a- c EnCon Services, Inc. Sign Design Calculations PREPARED BY: En 2 �Services, on Road Job D Dover, FL Ze n Ro 7 Bell 8 over, F 333 p Gall Rd. F 813 -6 3373 Order Point Canopy Order Point Canopy lenient, Section 16 Wind Load Design per 2004 Florida Building Code, 2006 supp Aaron Biedenbach, P.E. ASCE 7 -02 FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 1 KY PE #20281, P #2463 Kzt IN PE #PE 1960032 B Case 2 FL CBC #060535, QB #22 Exposure 1 Kd 0.57 V z 110 mph V 1.2 MIN (Larger /Smaller <= 6.0 Cf 0.85 Wind Pressure G 1 18 PSF Number of Poles = 2 Moment Sign Area Distance to Center P = ft-lb s ft Oh) 2 83 720 2040 n/a 2720 Top Weight 10.88 250 5.25 241 2205 Top 13.36 9.16 Middle 4.17 451 1877 25.02 1,661 8,841 Bottom Totals 2.45 inches cubed per pole Requded Sx 10.1 6 "x6 "x1 /4" A500 B Steel Tube OK Provided Sx 12 0.40 Plate thickness (IN) Plate Width B (IN) 10 Use 1" A36 Plate Bolt Spacing d (IN) 8.4 Diameter of Pole (IN) Foundation and Anchor Bolts By Others. 1/29/2009 Taco Bell Zephyrhills Order Point Canopy l/Z f N N .. - T i: A 1 A A AK. rilL A W + z • 0 N A I O 0 I p I �D. u- —.Ea:. \ A A N A _ t i N \ 0 • IN i i 4. 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SMOMMONIP 7 m.--• crt n N n 01 9 45 n Y) c. E 7 D n • O 03 EnCon Services, Inc. Awning Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Taco Bell 2272 Jaudon Road 7313 Gall Rd. Dover, FL 33527 Zephyrhills, Florida 813 - 655 -3373 Canopy 14' -6" x 4' -0" F 813 - 655 -9814 Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load ASCE 7 -02 Aaron Biedenbach, P.E. Design Specifications I FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure Factor B IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.7 V 110 mph GCp -Gcpi 1.28 Zone 4, h < 60 Wind Pressure 27.8 (psf) Canopy Information Height 1.00 (ft) Width 14.50 (ft) Thickness 4.00 (ft) Distance grade to top 30 (ft) Wind Sheer Force 111.0 (Ib) Weight of Awning 580 (Ib) Uplift Force = 590.5 (lb) / Total Tension Force = 402.4 (Ib) Required Provided Fastener size (Nominal) 1/2 1/2 Minimum number of fasteners 12 12 Sheer Force per fastener (Ib) 49.2 300 Tension Force per fastener (Ib) 33.5 500 Combination Tension and 0.23 <1 O.K. Sheer ratio FASTENERS TO BE 1/2" DIA. GRADE 8 THRU -BOLTS THROUGH 2 "X2 "X3/16" STL ANGLE SPANNING WALL FRAMING WITH BLOCKING PER BUILDING STRUCTURAL. 1/29/2009 Taco Bell Zephyrhills 14 -6 x 4 -0 canopy lb 1 TB-SB4 • SWINGING BELL Yum! TACO 1131E1-la - -.._ 4'•101/2" 103/8" 2'-6" - - 1 lilk n ♦ A / " 1 ' NG ■ \ 11 \ 444441'1111\\,,,,,. • ;:r \ ;.. 1,,, $4‘tA \ 1 ,FL ‘,410".W \ 1 La TB-SB4 DISCONNECT '\ �'i 441=00 N ti SWITCH , \ - 5 - TYPICAL SECTION @ LOGO —8 9/16" 7 7/8 "— kii BUILDING WALL REVIEW DATE _ .18T THK. PAN . CITY OF ZEPHYRHILLS -- FORMED BACK SG POLYCARBONATE 1 3/8 "THRU -BOLT PLANS EXAMINER W/ PIPE SPACER w ' A . (4 REQ'D( x L .125" THK. \` STL. ANGLE PAN FORMED & 2x2x3/16 EMBOSSED FACE OF 2 STUDS) WORK A MIN. SG POLYCARBONATE ALL ORK SHALL COMPLY WITH ALL yq OF W/ PIPE S PACER PREVAILING CODES, FLORIDA BUILDING (4 RE °' °) CODE, NATIONAL ELECTRIC CODE AND (IWA, CITY OF ZEPHYRAI$I4 € N CES `STL. ANGLE : • 110 mph wind speed 3- second gust- Exposure C. 2x2x3/16 (SPANNING A MIN. • Attachment may vary based on wall conditions. 0F2 STUDS) • Compliant with national building codes and standards mi (IBC, UBC, BOCA, AISC, ASCE 7, ACI & Aluminum Design Manual) • Refer to written documentation for material specification details TYPICAL LOGO MOUNTING DETAIL TB -SB4 - SWINGING BELL LOGO WALL STUD • .187 pan formed SG polycarbonate back • .125 pan formed and embossed SG polycarbonate face 3/8 "THRU -BOLT • Approximate weight: 60 lbs. W/ PIPE SPACER Electrical: (4 REQ'DI Lamps: (2) F48T12H0 /DSGN50 & (3) F36T12H0 /DSGN50 •1 Ballast: (1) 5 Lamp electronic ballast (1.7 amps each) STL. ANGLE Amp Load: 1.7 amps /120 volts p 2x2x3/16 Circuits. (1) 20 amp circuits 60 HZ - UL 48 & NEC com iant (SPANNING A MIN. OF 2 STUDS) TOTAL LOAD: 1.7 amps - (1) 20 amp circuits 60 HZ When the E.I.ES. finish is utilized on the building, clearance bushings must be GRAPHIC & COLOR SPECIFICATIONS: incorproated in the installation of the signage/awnings. Bushings shall be COLOR PMS 3M installed attar the E.LF.S. has hardened. Drill a hole slightly larger than the Yellow 109 VQ -4077 bushing diameter, through the E.I.F.S. only, stopping at the plywood. Caulk the Purple Violet VQ - 4153 opening prior to insetting the bushing to seal penetration. Magenta Process Magenta VQ - 4154 TRISECT 1 7675 OAK RIDGE HIGHWAY • KNOXVILLE, TENNESSEE 39731 • VCICE: 865.342.8333 • FAX: 865.539.281 O • WWW.TRISECTENGINEERING.COM o .., i w O rn g 2 Z ( ..... .M11 N rii w i i ,:...,, l ..... re , _ I N R3 MM I I g \ I I g g \ � � N � Z � N Ego E \ 13/ ir r N � cziy � _i c2�� r§ RiR = 2 R. m z _ 1 s:_.9 a le R 51 g ! c m rn < m j Q e7 C m n F' o o a j C C/Y W r Z v E = D C ( �1��}yj cn C 1 Z N -t-a- 7 / _ ,..„ .._ ., --I Z* } w mo 1.. .1 01 73 0 * g c) cn x m* 0> p r-A, = r 3 O O T pp r_ 2 Z = D c o o O O a C 4 O z 2 z cn 5 C7 p O* A W D= p Tim D m C o o o c g e c� cn .. v cn O CO O A i s rn a cn 0. 2 r.) X C7 0, m O C m � z Z .: . : D Z O= x rM n r 0 Zx -i co) == m P m _, 8c me � — 0 m � m� m co '- 8 71 m o 0 G, � ' � ��! Z N T w 7c M Z co T c a nS �{ S AN p co C 7, cn 2 R co c" 0 0 O -Ti T ° =m Dccn D � � ,n r r cn cn S m D m cn D m n Ta ro n Z p s Q- O , D mAy Z Z T T'o p m m Z o az z ~ ' Z m M � y _r - lr ; £ n Cj 5 0m cn r D ° = i `: c7 O m M m.,DZcnnF - Z c� 3 O m 1- --I 0 ; 2 r-I ZD W ZO O >ao M Cn" Z O D r •i•��• n ij D R Z y { Z n rn u H ZZp x � O = O m p x p . 6 2 D 0 -. -c O ' O A O m 0 1 m co (n Z W C �� °• D xo� m ^ OZZ _ A ° - m hj� r� 1 NO N O� - } T \ 1 2 . p I ,/ 1 I 1 cn 7 OC / HH 1 C 5 V z cn Y 2 EnCon Services, Inc. Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Taco Bell 2272 Jaudon Road 7313 Gall Rd. Dover, FL 33527 Zephyrhills, Florida 813 - 655 -3373 Swinging Bell F 813 - 655 -9814 Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load ASCE 7 -02 Aaron Biedenbach, P.E. Design Specifications FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure Factor B IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.7 V 110 (mph) GCp -GCpi 1.28 Zone 4, H < 60 Feet Wind Pressure 27.8 (psf) Sign Information Height 4.56 (ft) Width 4.88 (ft) Thickness 1.00 (ft) Distance grade to top 30 (ft) Wind Sheer Force 126.56 (Ib) Weight of Sign 222.528 (Ib) Total Sheer Force = 256.00 (Ib) Total Tension Force = 617.62 (Ib) Required Provided Fastener size (Nominal) 3/8 3/8 Minimum number of fasteners 4 4 Sheer Force per fastener (Ib) 64.0 280 Tension Force per fastener (Ib) 154.4 352 Combination Tension and 0.67 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (3" EMBEDMENT) THROUGH BLOCKING EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1 -1/2" EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2 -1/2' EMBEDMENT) CMU, SOLID CONCRETE, BRICK HILTI HIT ROD W /HY -20 ADHESIVE (31/2" EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 1/29/2009 Taco Bell Zephyrhills Swinging Bell x z Fri c)® rn T. m al r a n jo +� ,-: ti Ali o\ rai 1 c•-1 "",,,_1 ( i! L�� -- Cd r II J Ns \ .7..... gg c, 2 0 t`—'' g N2* , ›- 0 al " -.7.:. i!._. / or N r.s c i--; . . V .z. .5.2,t..< 2 C) ..._.: ,. 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Dover, FL 33527 Zephyrhills, Florida 813 - 655 -3373 Swinging Bell F 813 - 655 -9814 Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load ASCE 7 -02 Aaron Biedenbach, P.E. Design Specifications I FL PE #52949, FL EB 9394 Importance Factor 1 OH PE 60756, OC #01893 Kzt 1 KY PE #20281, P #2463 Exposure Factor B IN PE #PE 19600322 Kd 1 FL CBC #060535, QB #22527 Kz 0.7 V 110 (mph) • GCp -GCpi 1.28 Zone 4, H < 60 Feet Wind Pressure 27.8 (psf) Sign Information Height 4.56 (ft) Width 4.88 (ft) Thickness 1.00 (ft) Distance grade to top 30 (ft) Wind Sheer Force 126.56 (Ib) Weight of Sign 222.528 (Ib) Total Sheer Force = 256.00 (Ib) Total Tension Force = 617.62 (Ib) Required Provided Fastener size (Nominal) 3/8 3/8 Minimum number of fasteners 4 4 Sheer Force per fastener (Ib) 64.0 280 Tension Force per fastener (Ib) 154.4 352 Combination Tension and 0.67 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (3' EMBEDMENT) THROUGH BLOCKING EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1 -1/2" EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2 -1/2" EMBEDMENT) CMU, SOLID CONCRETE, BRICK HILTI HIT ROD W /HY -20 ADHESIVE (31/2" EMBEDMENT) ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 1/29/2009 Taco Bell Zephyrhills Swinging Bell