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HomeMy WebLinkAbout09-9861 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9861 g BUILDING PERMIT Permit Number: 9861 Address: 7780 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD /ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35- 25 -21- 0130 - 00000 -0060 Improv. Cost: 10, 500.00 `'" = 7 ' 4, Date Issued: 12/08/2009 Name: ZEPHYR COMMONS LLC Total Fees: 127.50 Address: 3629 MADACA LN Amount Paid: 127.50 TAMPA FL 33618 Date Paid: 12/08/2009 Phone: (954)596 -6883 Work Desc: 540 SQ. FT RETAINING WALL A S• IA • -� I•N ' `•DU BUILDING FE 127.50 /JD C 6na p 44- 11,1 F•• - 2 • R• ` 'LUMB M IN (LATI•N ILI FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before reco . ing your notice of commencement." 1 > 1/ 1/ o 4' CO TRA' OR SIGNATURE PERMIT OFFI � R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER IIIIII VIII VIII VIII VIII VIII IIHI VIII VIII VIII IIII III NOTICE OF .COMMENCEMENT 2009175243 Rcpt:1277054 Rec: 10.00 DS: 0,00 IT: 0.00 Permit No. 12/08/09 Dpty Clerk Property Identification No. 3.7 — a S —a 1 —01 00 00 D a. 0060 THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description:) 2-.4 , CO .•+.. .a c A4 c c 1 PxS f1 S /36, {3] Le► 6 a) Street Address: 7 7f &ail /31.4 2r, yic%E: I 74'r' 5'y/ 2.General description of improvements: jn (JLr} n G►1r &binrnQ 8,4011 l .. a 3.Owner Information a) Name and address: /tt,,itt. NA Li V9 /3e / Fo,nT zd' tP /o(1' 1uc t / 322n b) Name and address of fee simple titleholder (if other than owner) c). Interest in property t 20 Ch Py Q/4 : � ■d7 /Q C. #ruc/ ,a ?(0ma& r r? e,. C ry FL - 3 Ss�, 2 b) Telephone No (57 31 q ?3 - *II Fa'No. ( Opt,} (173 973 Vf 83 .Surety Information a) Name and address: / W-ef b) Amount of Bond: PAULA S -O 'NEIL , PASCO CLERK & COMPTROLLER c) Telephone No.: Fax No (Opt.)`_ ; .12/08/09 1 : 1 of 1 6.Lender OR BK 8 .._ - . PG ,. 1977 a) Name and address: N /A Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or -other documents may be served a) Name and address: b) Telephone No / Fax No (Opt.) 8.In addition to himself, awner designates the following person to receive a cpy of the Lienor's Notice as provided in Section - 713.13(1)(b), Florida Statutes: Gil Yeitiz wcc *t-ria ele4` LsJ0. t 14 ro : / � /�S/da,sa - /sire: ff a1R a) Name and address: 4e-col c ld Or to Jam/ . 33 1f y� PA b) Telephone No.: Fax No. (Opt.) - ' . 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording. unless a.different date is specified): • WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECITION'.713.13,' FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LE ER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN NT. STATE OF FLORIDA COUNTY OF PASCO Si Owner or Owner's Authorized Officer/Director/Partncr/Manager ,..1 Ve y ► (- 64N as . eoR .1� Jar tes;i„ w aeb -oar A , The foregoing instrument was acknowledged before me this �fvt day of bzz 20 Or , by V t ( �E as V' 1 p�rf (type of authority, e.g. officer, trustee, attorney in fact) for W C (name of party on behalf of whom instrume .t was exec ' ' . Personally K n o w n l OR Produced Identification Notary Signature d� `_ 401 r KEITH WALTER CORBIN Type of Identification Produced Name (print) l =J „ • MMISSION # DD699024 - EXPIRES: July 29, 2011 OF (407) 399 - 0163 Ronda Notary Sen.ice.com Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury • c are . s at . . ve read t e oregomg and that the facts stated in it are true to the best of my knowledge and belief. . Sign N:. Person Signing Above FORMS /NOC,rvsd2007 - - STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WIT SS MY HA D OFFICI L SEAL THIS DAY OF - WV PA A S. & COMPTROLL R BY_ Y CLERK 813 -780 -0020 City of Zephyrhills Permit Application ,,:, ( , Fax -813- 780 -0021 Building Department 1 j ( NJ Date Received P Phone Contact for Permitting $l3 4.a -- Q2 ` '',.// ��%�,�� Ban NA Owner Phone Number Owner's Name WQ * / i� 1 � 7,, 6 Owner's Address Op/Art + �• 'RJR+ Vt `� I "caner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �' ^#// / JOB ADDRESS 7# v(�( /� $ t . EfvI LOT # SUBDIVISION City of 2P � y(i47Z) PARCEL ID# 35 J 52 O3 - OO oaa va v (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED WA NEW CONSTR I I ADD /ALT I SIGN I 1 MOVE I I DEMOLISH NI INSTALL REPAIR PROPOSED USE I I SFR E COMM I 1 OTHER I TYPE OF CONSTRUCTION ® BLOCK I I FRAME I 1 STEEL I I OTHER I DESCRIPTION OF WORK NOV rc k fnnff /� wall J y BUILDING SIZE SQ FOOTAGE SAO HEIG 1/ , I x I BUILDING $ r is %' JO/ 506 VALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ ` AMP SERVICE I I PROGRESS ENERGY Is W.R.E.C. • I PLUMBING $ ,-__.. 40C...- '''' , C)1� I ` v • I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLAT •N U I I GAS I I ROOFING I I SPECIALTY I 1 OTHER I 0 V FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IVES OM L BUILDER COMPANY 1000e ./ r �C�i� �i / Ch SIGNATURE i / REGISTERED Y / N FEE CURRENT Y / N Address 1 2 Wes lei Chapel Ned, LA, / F 33c51 License # CSC -120:373 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N Address License # PLUMBER COMPANY SIGNATURE REGISTERED -I Y/ N I FEE CURRENT I Y / N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # 1 OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # F 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. Directions: . 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 A/C 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 b ier-has fhired'a contractor or contractors to undertake work, they may be required.te 12e• licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owrier and contractot'maybe cited for a 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. t TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES:' The undersigned understands that Transtiatation Impact '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 Cdtlnty Ordiriance'humber 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 I, the applicant, have been provided with a copy of the "Flo iCOnstruction Dien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I 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,appliCatign 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 government agencies may apply to the intended work, and that it 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, Septjc Tanks. • - r ' US 5nvirohmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. understand that thc'Jollowing restrictions apply to the use -of fH! . Use of fill is not allowed in Flood Zone "V" unless expretly "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 is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO MENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTO Subscribed and sworn to (or affirmed) before me this Subscribed and swom t r afti�rmed) before me this by /2-1 9 by d cll ! U Crab Who is /are personally known to me or has/have produced Who Is /are pecsonally known to me or has /have produced as identification. ``i as identification. 2010 JACQUELIIvt BOGES Notary Public Notary Public Commission No. Commis Gio o. Commission DD 621833 E. i t December 12, 201 typed, printed or stamped Na of Notary type d, prfffi:W -64 st , oy Fain Ina ant B00. 3 85-7019 1 Name of Notary typ P P - — ` ,tea';_. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: A S-56 ct G(- e SIl'O M P 6 - 11 " -c- I % Date Received: 1 2 - ( - v 7 Site: `1 7 8 p o i "9/04) Permit Type: Rf.lt-I / v� (A) QiLe-- Approved wino comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment shee, sha be kept with the permit and/or plans. i D-24 Kalvin witzer — ' . arts Examiner Date Contractor and/or Homeowner (Required when comments are present) I I I I i I II I I u I II u 4143 ` l November 30, 2009 Pasco County Permitting Department Re: Segmental Retaining Walls Dear Sir or Madam, I, Larry Falls, authorize Michael Crabtree, drivers license #C613- 544 -82- 128 -0, to drop off /pick up and sign on my behalf for permits and licenses in The City of Zephyrhills. I also authorize John Bethards, President, and Steve Johnston, Secretary Treasurer of Associated Construction Products Inc. to do the same on my behalf. If you have any questions, please call our office at 813- 973 -4425. Thank you. Larry Falls CEO /Owner STATE OF FLORIDA COUNTY OF PASCO Personally appeared before me, this .; day of NIv , 20 d 9 , LKI -n-rz.1 who is being duly sworn an oath says that he /she is GeZ) of ACP Inc.., and that he /she hereby acknowledges the execution of the foregoing instrument for and on special instance and request. F Pt% KEITH WALTER CORBIN MY COMMISSION # DD699024 .1tOFR °. EX PIRFS: July 29, 2011 f (407) 398 -0153 Flonda Notary Service.com OTARY PUBLIC, STATE OF FLORI A Associated Construction Products, Inc. Tampa 813.973.4425 Orlando 407.671.7444 Fax 813.973.0485 25352 Wesley Chapel Blvd. Lutz, FL 33559 www.acpfl.com ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/30/09 PRODUCER 1- 813 - 229 -8021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION M. E. Wilson Co., Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 300 W. Platt st. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ste 200 Tampa, FL 33606 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA:Amerisure Ins Co 19488 Associated Construction Products, inc. INSURERB:ASPEN INS UK LTD AA- 1120337 25352 Wesley Chapel Blvd INSURERC:Amerisure Mut Ins Co 23396 Lutz, FL 33559 -7202 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRD TYPE OF INSURANCE DATE (MM /DD/YY) DATE IMM/DDIYY) A GENERAL LIABILITY GL2019035 04/01/09 04/01/10 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X 300,000 COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurence) $ CLAIMS MADE X OCCUR MED EXP (Anyone person) $ 5,000 X Contractual PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 7 POLICY [ 1 77 LOC A AUTOMOBILE LIABILITY CA2019036 04/01/09 04/01/10 COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHERTHAN EA ACC $ AUTO ONLY: AGG $ B EXCESS /UMBRELLA LIABILITY CXA5D6P09 04/01/09 04/01/10 EACH OCCURRENCE $ 1,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 1,000,000 DEDUCTIBLE $ X RETENTION $ 10,000 $ C WORKERS COMPENSATION AND WC2019034 04/01/09 04/01/10 X ORYLIMITSI OT ER EMPLOYERS' LIABILITY 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $500,000 If yes, desce under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Zephyrhills DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 5335 8th Street REPRESENTATIVES. Zephyrhills, FL 33542 AUTHORIZED REPRESENTATIVE Q USA � .-- -�. s--- ACORD 25 (2001/08) XE001 © ACORD CORPORATION 1988 13697198 60liti sk STATE O FLORIDA 4 ' t 4 '\ DEPARTMENT OE BUSINESS AND PROF SSIONAI-, REGULATION k ' . CONS'T'RUC'T'ION INDUSTRY LICENSING BOARD (850) 487 -1395 ( 1 . 1 940 NORTH MONROE STREET ``--<_. -' _ .. TALLAHASSEE FL 32399-0783 • on u E � �'` _ FALLS , LAWRENCE RAYMOND ASSOCIATED CONSTRUCTION PRODUCTS INC 16227 IVY LAKE DRIVE ODESSA FL 33556 1 i a STATE OF FLORIDA ACII ,j Will 1; Congr With this license you become one of the nearly one million 4 DEPARTMENT OF BUSINESS Floridians licensed by the Department of Business and Professional Regulation. - PROFESSIONAL REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. CBC1250373 08/27/08 088045073 Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. CERTIFIED BUILDING CONTRACTOR There you can find more information about our divisions and the regulations that FALLS, LAWRENCE RAYMOND impact you, subscribe to department newsletters and learn more about the ASSOCIATED CONSTRUCTION PRODUCTS Department's initiatives. Our mission at the I)obaitment is: License Lfficiently, Regulate Fairly. We constantly strive to serve you better SO that you can serve your customers. is CElt7.'a:1 1:):ll under Cha provisions of Ch.409 : Thank ylni for Coin() business in Florida, and congratulations 00 your new license! :, a,t.o: Aire; 21, 201.0 L080112701557 DE'T'ACH HERE 49 fATt: or I L oRIC)/\ 1):10?I \).z,.I IHN'1' O)+' }.3 1:N1: I1NI) PROVES :3I.ONAL ). ;Ui LA..I'1I:ON C.'()Nf)`L'1t1fC'1 ION :1 :N))1JS'.I'IZY 111(1 ' NS1.NC1 ItO)1.I11) ;I:(. t/ nnuon2 /01.s. r t , i, I (!) ,: ' I�htrar�1= Ja��(�3;ti,1�7„I );I�/ , i II;/' , '//•1,11(1„ I)1■}tO ('„(' i ',(1.;'1 'r:1. :;II I I i'1(' ('O1'!'t'( "1'O Ull.li(2�' i. }).(! I)...'Ov:i.;t:A):1) :; 1)1. (:112t1) Lc :!.' '!:li`) i?f;, 1':o. 1. - .1. tt:(i.vi.). cji..d..'. : AUG :31., 201(1 FALLS , LAWRENCE RAYMOND ASSOCIATED CONSTRUCTION PRODUCTS INC 16227 IVY LAKE DRIVE ODESSA FT, 33556 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW F. fp rNA ND w lJl �t�it(NA (7n m N N t 0 ) 0C o op ZA ty-I 5,7 = rn -4 rn 1° N root) c u< rn • z ° — r- el a oar rn -< C) ma. 0 0o nz VOA ac r > --I r� P io - , 44 - WrnC o - U1 -I I-. w m `4 u1 - i - tree► -a m° mro OQ !CZ asv ti • V d CD N xi c ^ N O r� ) n Cl 7 f u1 . n °' • • — I ®i o n • -- - 111 as rQItl0 !,' N O .3 Q g ' O N y 'v X MP CD w m O — o 6w Co C u N 1 0 r" --1 cnv d - !WO =73 •-• 1 1 ) A NUi I=4 471 m • rn NH f 0 )0 �0 �� C0 S0 A'fl m m tri ∎o rnZ -0 xw r A z as 1..n ,'O rT1 C7 C to (Ts m t l rn "C 70 4.4 z F ca rn 0 rn rn rn ON M S(I) 70 V) mm 00 - 0 ALA CN 30 �e� -t -g.. H.. ma i\d 1 c) r rn w� 0 W 3 m V • Z C7 ? lJt -i f a 1 i 1 • ,. ,� °�, ,u, � �_ I i i ��I I I Associated Construction Products, Inc. SUBMITTAL INFORMATION FOR Wachovia Bank @ Zephyr Commons ACP Project #6425 Segmental Retaining Wall #1 Nov 23, 2009 'hone 813 - 973 -4425 Fax 813 - 973 -0485 411 Associated Construction 1 Products, Inc. 1 "Your site improvement partner 1 1 813.973.4425 407.671.7444 1.800.466.1336 813.973.0485 25352 Wesley Chapel Blvd, Lutz, FL 33559 www.acpfl.com II I 1111 November 23, 2009 From: Associated Construction Products 25352 Wesley Chapel Blvd Lutz, Fl 33559 Tel: 813- 973 -4425 Fax: 813 - 973 -0485 Subject: Engineering Submittal Segmental Retaining Wall #1 Project Info: Wachovia Bank @ Zephyr Commons -sign wall Pasco County, Florida ACP Project #:6425 Included in the submittal package, please find the following information: • Installation Drawings • Construction Specifications • Engineering Calculations • Material Data REVIEW � > r_ 7 - °1\ - 1 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES Associated Construction Products, Inc. Tampa 813.973.4425 Orlando 407.671.7444 Fax 813.973.0485 25352 Wesley Chapel Blvd. Lutz, FL 33559 www. acpf l.com PA TEL. V CONSULTANTS 4 Service through Excellence November 18, 2009 To: Bradanna , Inc. 2805 South Horseshoe Drive, suite # 12 Naples, Florida 34104 Attn: Mr. Henry S. Fernandez Project Manager Subject: Wachovia Bank @ Zephyr Commons — sign wall, Pasco County, FL Segmental retaining wall #1 ACP project no. 6425 Gentlemen, In accordance with request from Associated Construction Products, we have prepared drawings and design calculations for above segmental retaining wall. This design is based on National Concrete Masonry Association hypothesis for SR walls. It is also in compliance with Florida Building Code 2007 (with 2009 Addendums). Live load surcharge used for the geogrid reinforced wall design is 100 pounds per square foot, at the top of wall. Materials for this application are Anchor Wall Systems Vertica and Synteen SF 35 by Synteen Technologies, Inc. • Sign concrete footers and steel tube sign supports must be in place, prior to start of wall construction. • All necessary care shall be taken to avoid any damage to the wall components during adjacent construction. The drawings, calculations and construction specifications are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. '�] Very truly yours, %`761k " eau /. 7 h��� Florida Registration No. 20941 Certificate of Authorization No. 9288 cc: Mr. Larry Falls, ACP w: \bpatel \let - notes \p - 6425 - letter. doc 2826 Safe Harbor Drive P h: 8 1 3- 7 6 5 - 6 9 6 0 email: babupatel @aol.com Tampa, Florida 33618 F x: 8 1 3- 9 3 6 - 4 8 6 8 v c C O m C ° C Q. c Q m" c0 . -88 .1 zo dm 3 . � c5 YJ bi o� p vs ° W w ' o -� $ m 6 1- W a V � � . 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E_ 0 O u °o 0 G •-• c\ 0< ° \\ W « w I— c■ , cc a c' 0 \ \ N/ I I ' i ,' , _ i!Il � i -1.7"11.ii ,, ,.„„,,,,,,,,,,,:„, ,,L ,,, „,„,.:,:, ,:.,,,,,„}„„,„„.„,„: .„,„„,,::;„:„.,„,,,, ., „,,,..„,„:„„,„,„,„,,,,,„„,„„.„,„:,,,,:„. ,\, dr ,, ./ ,,„ ENGINEERING AnchorWall (ver 4.00 Nov 2002) Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 2 degrees : 9.0 ft 5F 3'. 10- c.o St- 3 \ lo_ C, St 35 ►o_ Co St= 35 T ' \ /c ufz >3 � I.G7 1.17 ft \ (o= co SF35 0.0 ft 10.5 ft H Fbg PD f•AAi10 O i � t - to - -k� P Lap 4 Sws>+ s I.►- t A-- " F S -t -1 . Panel 1 of 1 Project Name: Wachovia Bank @ Zephyr Commons, Pasco Cty, FL.4,,'�",,? Data Sheet: II -l? 09 Owner: Bradanna, Inc. Naples, FL Client: Associated Constr. Products, Inc. Lutz, FL Prepared by: B. Patel Date: 17 November 2009 Time: 04:19:13 PM 13 VCRTt cA -ft +t 1/4 &L1— . I C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM AnchorWall (ver 4.00 Nov 2002) Page 1 of 6 Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 Licensed to: Anchor Wall Systems 6101 Baker Road Suite 201 Minnetonka, MN 55345 612- 933 -8855 612- 933 -8833 License Number: AW98011374 Project Identification: Project Name: Wachovia Bank @ Zephyr Commons, Pasco Cty, FL Data Sheet: Owner: Bradanna, Inc. Naples, FL Client: Associated Constr. Products, Inc. Lutz, FL Prepared by: B. Patel Date: 17 November 2009 Time: 04:19:13 PM Data file: c: \program files \anchor400 \p - 6425 -#13 v.aws Project Notes: wall H = 13 V + c = 8.67' + .33' (2 degree batter) Structure Summary: Wall Type: Reinforced Structure Number of Panels: 1 Length of Wall (ft): 30.0 Anchor Wall Unit Type: Vertica (8 in) Cap Unit: Yes Reinforcement Manufacturer: Synteen Technologies Inc. Design Summary: Design Methodology: NCMA Hinge Height (ft): 13.3 Seismic Analysis Details: Peak Ground Acceleration (PGA) ratio 0.00 C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM AnchorWall (ver 4.00 Nov 2002) Page 2 of 6 Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 Friction Cohesion Angle Unit Weight Soil Data: Soil Description (pst) (degrees) (pct) Reinforced Soil: sand N/A 30.0 120.0 Retained Soil: sand N/A 30.0 120.0 Leveling Pad Soil: gravel N/A 40.0 140.0 Foundation Soil: sand 0.0 30.0 115.0 Anchor Wall Unit Name: Vertica (8 in) Properties Standard Units Cap Units Unit Height (in) 8.0 4.0 Unit Width (in) 11.5 10.0 Unit Length (in) 18.0 14.63 Setback (in) 0.562 NIA Weight (infilled) (lb) 125 42 Unit Weight (infilled) (pcf) 130.4 124.0 Center of Gravity (in) 5.75 5.0 Geosynthetic Reinforcement: NCMA Method Type Name Polymer Type Index Allowable ID No. Tensile Strength (1b/ft) (lb/ft) 1 Synteen SF 35 polyester 2627.0 866.7 Reduction Factors: NCMA Method Factor Synteen SF 35 Creep 1.67 Durability 1.10 Installation 1.10 Overall 1.50 • C: \Program Files\Anchor400\P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM AnchorWall (ver 4.00 Nov 2002) Page 3 of 6 Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 Panel 1 of 1 Summary: Number of Standard Unit Rows 13 Cap Layer Yes Base Elevation (ft) 0.0 Panel Height (ft) 9.0 Panel Length (ft) 30.0 Crest Elevation (ft) 9.0 Left Station (ft) 0 +00.00 Right Station (ft) 0 +30.00 Minimum Toe Embedment Depth (ft) 1.17 Maximum Toe Embedment Depth (ft) 1.17 Minimum Height of Reinforced Soil at Wall (ft) 8.65 Maximum Height of Reinforced Soil at Wall (ft) 8.65 Minimum Distance to Crest Break Point (ft) 300.0 Maximum Distance to Crest Break Point (ft) 300.0 Minimum Crest Height of Reinforced /Retained Soil (ft) 8.65 Maximum Crest Height of Reinforced /Retained Soil (ft) 8.65 Minimum Crest Elevation of Reinforced /Retained Soil (ft)8.65 Maximum Crest Elevation of Reinforced /Retained Soil (ft8.65 Maximum Toe Slope (degrees) 0.0 Maximum Back Slope (degrees) 0.0 Maximum Equivalent Back Slope (degrees) 0.0 Maximum Live Load (psf) 100 Maximum Dead Load (psf) 0 External Stability Results for Panel 1 of 1 Calculated Design Criteria FOS Base Sliding 4.93 1.50 OK FOS Overturning 15.05 1.50 OK FOS Bearing Capacity 13.46 2.00 OK Base Reinforcement Length (L) (ft) 10.50 5.19 OK Base Eccentricity (e)(ft) 0.12 N/A Eccentricty Ratio (e /L) 0.01 N/A Base Reinforcement Ratio (L /H) 1.21 0.60 OK Note: Calculated values MEET ALL design criteria C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM AnchorWall (ver 4.00 Nov 2002) Page 4 of 6 Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 Detailed External Stability Results for Panel 1 of 1 Calculated Equivalent Back Slope Angle (degrees) 0.00 Ka 0.267 Ka (horizontal component) 0.240 Failure Plane (degrees) 53.1 Total Horizontal Force (Ib /ft) 1287 Total Vertical Force (Ib /ft) 10988 Sliding Resistance (Ib /ft) 6344 Driving Moment (lb-ft/ft) 4010 Resisting Moment (lb-ft/ft) 60344 Bearing Capacity (psf) 15685 Maximum Bearing Pressure (psf) 1165 Results of Internal Stability Analyses for Panel 1 of 1 Layer Geosyn Height Length Anchor FOS FOS FOS FOS Layer No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing Toe (ft) stress (peak) (disp) (peak) (ft) (ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5 < 2.7 12 1 7.33 10.5 4.82 6.04 5.52 5.52 24.47 OK 9 1 5.33 10.5 6.11 3.36 9.79 9.79 11.93 OK 6 1 3.33 10.5 7.4 2.79 15.81 15.81 8.04 OK 4 1 2.0 10.5 8.25 2.79 22.06 22.06 6.61 OK 2 1 0.67 10.5 9.11 2.37 24.81 24.81 5.62 OK Note: calculated values MEET ALL design criteria Detailed internal Stability Results for Panel 1 of 1 Calculated Equivalent Back Slope Angle (degrees) 0.00 Ka 0.270 Ka (horizontal component) 0.259 Failure Plane (degrees) 54.5 jCont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding No. Type above Strength Load Capacity Capacity Force Capacity Toe (Ib/ft) (peak) (disp) (Ib/ft) (Ib /ft) (ft) (lb /ft) (lb /ft) (Ib/ft) 12 1 7.33 866.7 143.5 791.8 791.8 56.6 1386.1 9 1 5.33 866.7 258.2 2526.9 2526.9 238.3 2844.1 6 1 3.33 866.7 310.2 4904.0 4904.0 535.4 4302.1 4 1 2.0 866.7 310.3 6845.5 6845.5 797.5 5274.1 2 1 0.67 866.7 365.6 9072.4 9072.4 1110.9 6246.1 , C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM AnchorWall (ver 4.00 Nov 2002) Page 5 of 6 Wachovia Bank @ Zephyr Commons, Pasco Cty, FL License: AW98011374 Results of Facing Stability Analyses for Panel 1 of 1 Layer Height Geosynthetic FOS FOS FOS FOS FOS No. above Type Over- Shear Shear Connection Connection Toe tuming (peak) (displacement) (peak) (disp) (ft) > 1.5 >1.5 >1.0 >1.5 >1.0 13 8.0 none 5.79 21.92 7.86 - - 12 7.33 1 2.44 9.87 3.87 4.68 3.57 11 6.67 none N/A - - - - 10 6.0 none N/A 22.73 9.9 - - 9 5.33 1 N/A 7.67 3.46 3.36 2.05 8 4.67 none N/A - - - - 7 4.0 none N/A 19.04 9.01 - - 6 3.33 1 N/A 6.48 3.12 3.43 1.77 5 2.67 none N/A - - - - 4 2.0 1 N/A 8.89 4.4 3.84 1.8 3 1.33 none N/A - - - - 2 0.67 1 N/A 8.51 4.3 3.31 1.56 1 0.0 none N/A >99 >99 - - Note: calculated values MEET ALL design criteria C: \Program Files\Anchor400 \P- 6425 -#13 V.aws 17 Nov 2009 - 04:25:19 PM Wachovia Bank @ Zephyr Commons, Pasco County, FL November 18, 2009 ACP Project No. 6425 DESIGN CREITERIA: • THIS DESIGN IS BASED ON NATIONAL CONCRETE MASONRY ASSOCIATION HYPOTHESIS FOR SR WALLS. DESIGN IS ALSO IN COMPLIANCE WITH FLORIDA BUILDING CODE 2007 (WITH 2009 ADDENDUMS). • DESIGN LIVE LOAD SURCHARGE IS 100 POUNDS PER SQUARE FOOT, AT THE TOP OF THE WALL. • ALL SUB - SURFACE SHALL BE PREPARED TO MEET THESE REQUIREMENTS (PRIOR TO START OF WALL CONSTRUCTION), AND CONFIRMED BY GEOTECHNICAL ENGINEER. • ALL CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF OSHA AND OTHER LOCAL, STATE AND FEDERAL AGENCIES, TO PROTECT PERSONNEL AND EXISTING STRUCTURES. CONSTRUCTION SPECIFICATIONS: THE CONTRACTOR INSTALLING THIS WALL MUST BE AN APPROVED / CERTIFIED ANCHOR WALL CONTRACTOR. GEOGRID SOIL REINFORCEMENT SHALL BE SF -35 AS MANUFACTURED BY SYNTEEN TECHNOLOGIES. GEOGRID SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. CONCRETE MASONRY UNITS SHALL BE ANCHOR WALL SYSTEM UNITS AS MANUFACTURED BY ANCHOR BLOCK OF FLORIDA, INC. UNITS TO BE VERTICA. ANCHOR WALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. FOUNDATION: ALL UNSUITABLE MATERIAL SUCH AS MUCK SHALL BE REMOVED FROM UNDERNEATH AS REQUIRED. FOUNDATION SOIL SHALL BE COMPCTED TO MEET OR EXCEED ALLOWABLE BEARING CAPACITY OF 2000 PSF. THIS WORK SHALL BE PERFORMED BY OWNER OR OWNER'S REPRESENTATIVE AND NOT BY WALL INSTALLER. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM D- 1557). FOUNDATION AREA SHALL BE DEWATERED PRIOR TO FOUNDATION CONSTRUCTION. DRAINAGE FILL: DRAINAGE FILL SHALL BE FREE DRAINING CRUSHED STONE, 3/8" TO 3/4." IT SHALL MEET THE AASHTO #57 OR #67 STONE. FILTER FABRIC: FILTER FABRIC SHALL BE 4 OZ. NON -WOVEN GEOTEXTILE. PROVIDE 12 INCH LAP @ VERTICAL JOINTS AND 2 INCHES TURNING @ EACH LAYER OF GEOGRID. EXTEND FILTER FABRIC 18" BEYOND JOINT WITH EXISTING STRUCTURES AND WRAP IT WITH EXISTING STRUCTURE. BACKFILL MATERIAL: BACKFILL MATERIAL SHALL BE CLEAN FREE DRAINING SAND (SUCH AS GP, GW, SW, SP, SM BASED ON UNIFIED SOIL CLASSIFICATION SYSTEM) WITH 10% OR LESS FINES. SAND FRICTION ANGLE FOR THIS MATERIAL SHALL BE 30 DEGREES MINIMUM. ANCHOR WALL UNIT INSTALLATION: INSURE THAT UNITS ARE IN FULL CONTACT WITH BASE. PLACE SHIMS AS REQUIRED MAINTAINING DESIGN BATTER. FILL ALL VOIDS AT UNITS WITH DRAINAGE FILL MATERIAL. TEMP DRAINAGE FILL. SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE. INSURE THAT EACH COURSE IS COMPLETELY FILLED WITH CRUSHED STONE. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. PULL THE UNIT FORWARD AS FAR AS POSSIBLE. GEOGRID INSTALLATION: THE GEOGRID SOIL REINFORCEMENT SHALL BE LAID HORIZONTALLY ON TOP OF THE ANCHOR WALL UNIT AND HORIZONTALLY ON COMPACTED BACK FILL. PULL GEOGRID TAUT AND ANCHOR WITH SOD CLIPS (OR EQUAL). THEN PLACE BACKFILL ON TOP OF THE GEOGRID. CORRECT ORIENTATION (ROLL DIRECTION) OF THE GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR. FILL PLACEMENT: BACKFILL MATERIAL SHALL BE PLACED IN 12 INCH LIFTS AND COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D - 1557). VIBRATORY PLATE COMPACTOR SUCH AS "BPU 3345 A" BY WACKER CORPORATION CAN BE USED. TESTING METHODS AND FREQUENCY, VERIFICATIONS OF MATERIAL SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE OWNER. AS A MINIMUM, EACH AND EVERY 12" LIFT MUST BE TESTED. TEST LOCATION SHOULD NOT EXCEED 100 L.F. (ALONG THE LENGTH), OF THE WALL. FILTER FABRIC SHALL BE PLACED BETWEEN CRUSHED STONE AND SAND. ONLY HAND OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 5 FEET OF THE BACK SURFACE OF THE ANCHOR UNITS. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED WITHIN THIS DISTANCE. BACKFILL SHALL BE PLACED FROM THE WALL REARWARD INTO THE EMBANKMENT TO INSURE THAT THE GEOGRID REMAINS TAUT. TRACK MOUNTED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM BACKFILL THICKNESS OF 6 INCHES IS REQUIRED PRIOR TO OPERATION OF TRACK MOUNTED VEHICLES OVER THE GEOGRID. TURNING OF TRACK MOUNTED VEHICLES SHOULD BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. RUBBER TIRED EQUIPMENT MAY PASS OVER THE GEOGRID AT SLOW SPEED, LESS THAN 10 MPH. SUDDEN BRAKING AND SHARP TURNING SHALL BE AVOIDED. CAP UNIT: DIAMOND -PRO CAPS TO BE ATTACHED USING ADHESIVE. CONSTRUCTION TOLERANCES: VERTICAL CONTROL: + 1.25 INCHES OVER A 10 FOOT DISTANCE HORIZONTAL LOCATION CONTROL: STRAIGHT LINES: + 1.25 INCHES OVER A 10 -FOOT DISTANCE STRAIGHT AND RADIUS CORNER LOCATION: + 1.0 FOOT CURVES AND SERPENTINE RADIUS: + 2.0 FOOT ROTATION: FROM ESTABLISHED PLAN WALL BATTER: 2.0 DEGREES MAXIMUM, + 10 % FROM TOTAL ESTABLISHED HORIZONTAL SETBACK BULGING: 1.25 INCH OVER A 10 FOOT DISTANCE TREE PLANTING: CONTACT WALL INSTALLER PRIOR TO PLANTING ANY LANDSCAPING ADJACENT TO WALL, TO AVOID DAMAGE TO THE GEOGRID. WALL LAYOUT: WALL SHALL BE LAID OUT BY GENERAL CONTRACTOR PRIOR TO START OF INSTALLATION. w: \bpatel \let- notes \p - 6425 -note. doc MATERIAL Anchor Vertica® Series , - .. � s zar s i ,: r a ;a 4 ,,, , " 1 4 4 i • .. k , ' _ i rfl sh , a kp ■ ' ',. r t L`'i li * 1 ° _ ' " ,n S (� . 2 �,. L, , aa ,,'� t. ,. �. i t4N ^� ?A. d -e j E ' h-4 .a, 1 a � . t ' , ` , ys <, V .\ • tee— a , k,. y ' ' " a YS� �e IIIfIduNlmry1n:�� S i . 4 L ., , ! 2 , i Y :lye At f ,p The Anchor Vertica® Series of retaining wall blocks offers architects, engineers and contractors the ideal solution for high volume, commercial tall wall construction. The natural beauty of the Anchor Vertica Series blends with the surrounding environment, while its design ensures a [ . inchor � ,M durable, economic installation. RETAINING WALL SYSTEMS - y + Arii 5� t f A • ra {,isr t � tl g 5' ;,r For non - reinforced gravity wall applications, Anchor Vertica® walls can be built up to three feet, while Anchor Vertica Pro ®, with its deeper design, can accommodate walls up to approximately six feet. With geosynthetic reinforcement, both can be used to design projects to virtually any height. The Anchor Vertica® Series uses built -in locators to assure proper alignment and an impressive 4° degree batter. The near vertical rise means less excavation and and loss. For tall wall projects where space is at a premium, the Anchor Vertica Series is the attractive, environmentally friendly and low - maintenance solution. Specifications Anchor t y wimponsmio. RETAINING WALL SYSTEMS •'?- ' t ; ' , In the United States, Anchor Wa0 Systen products are backed by a 5 Year Limited �.` Warranty. For a complete copy of the Anchor Wall Systems Warranty, visit your local distributor Anchor Vertica® Anchor Vertica Pro® Anchor Vertica® Cap Anchor Vertica® Corner manufacturer or contact Anchor Wall Systems c. (Straight Face) (Beveled Face) 1- 877 - 295 -5415 or www.anchorwalLcoru. Nominal Dimensions *: Nominal Dimensions *: Nominal Dimensions *: Nominal Dimensions *: 8" x 18" x 11" 8" x 18" x 20" 4" x 17 1/4" x 10" 8" x 18" x 9" 2002 Anchor Walt Systems, Inc. 5959 Baker 4' (200mm x 450mm (200mm x 450mm (100mm x 450mm (200mm x 450mm Suite 390, Minnetonka, MN 553 -5995 USA. x 280mm) x 500mm) x 250mm) x 225mm) or mnre,nfnrmat;on ll t;51� r° ie the us. 7 -4377 95 5415 roe r u.... al Approx. Weight *: Approx. Weight *: Approx. Weight *: Approx. Weight *: 86 lbs. (39 kg.) 115 lbs. (52 kg.) 40 lbs. (18 kg.) 101 lbs. (46 kg.) Coverage: Coverage: Anchor Wall Systems," "Vertics," 'dertica 9 1.0 sq. ft. (0.09m') 1.0 sq. ft. (0.09m) and the "A" logo are t of Anchor Wal Systems, Inc. Vertica and Verrca Pro block Set back: Set back: are manufactured by licensed Anchor Wall 0.5" (13mm) 0.5" (13mm) * Nominal Dimensions. Actual dimensions and weight may Systems producers and are protected by U.S vary from these nominal dimensions due to variations Batter: 4 Batter: 4° resulting from the manufacturing process. Specifications patent nos. 5,490,363, 5,704,183, 5,709,062 • may change without notice. See your Anchor representative 5,711,129, 6,113,318. Canadian patent no. Available in straight Available in straight for details, color options, block dimensions and additional 2,146,345. Australian patent 5. '929 and beveled face units. and beveled face units. information. Other U.S. and International patents issuec arid pending. 148 04/02 fi tett Ten Cate Nicolon TECHNICAL DATA SHEET Mirafi 140NL Mirafi 140NL is a nonwoven geotextile composed of polypropylene fibers, which are formed into a network such that the fibers retain their relative position. 140NL is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Mechanical Properties Test Method Unit Minimum Average Roll Value MD CD Grab Tensile Strength ASTM D 4632 kN (lbs) 0.4 (90) 0.4 (90) Grab Tensile Elongation ASTM D 4632 % 50 50 Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.16 (35) 0.16 (35) Mullen Burst Strength ASTM D 3786 kPa (psi) 1205 (175) Puncture Strength ASTM D 4833 kN (lbs) 0.24 (55) Apparent Opening Size (AOS) ASTM D 4751 Linn 0.25 (U.S. Sieve) (60) Permittivity ASTM D 4491 sec' 2.0 Permeability ASTM D 4491 cm/sec 0.20 Flow Rate ASTM D 4491 I/min/m 5907 (gal/min/ft (145) UV Resistance (at 500 hours) ASTM D 4355 % strength 70 retained Physical Properties Test Method Unit Typical Value Weight ASTM D 5261 g/m (oz/yd 129 (3.8) Thickness ASTM D 5199 mm (mils) 1.3 (50) Roll Dimensions -- m 3.8 x 110 4.5 x 110 (width x length) (ft) (12.5 x 360) (15 x 360) Roll Area (yd 418 (500) 502 (600) Estimated Roll Weight _ -- kg (lb) 60 (133) 70 (160) DISCLAJVIER: Ten Cate Nicolon warrants our products to be free from defects in material and workmanship when delivered to Ten Cate Nicolon's customers and that our products meet our published specifications. Contact your local Ten Cate Nicolon Representative for detailed product specification and warranty information. 140NL.DOC Revision: 5 Date: January 1, 2002 SF 35 SOIL REINFORCEMENT GEOGRID Uniaxial Geogrid The Strength is in the length direction SF 35 is composed of high molecular weight, high tenacity multifilament polyester yarns that are woven into a stable network placed under tension. The high strength polyester yams are coated with a PVC material. SF SERIES Geogrids are inert to biological degradation and are resistant to . • naturally encountered chemicals, alkalis and acids. SF SERIES Geogrids are typically used for soil reinforcement applications such as retaining walls, steepened slopes, embankments, sub - grade stabilization, and embankments over soft soils and waste containment applications. TENSILE PROPERTIES TEST METHOD MARV VALUES (LBS/FT) Ultimate Strength ASTM D 6637 3055 Creep Limited Strength ASTM D 5262 1797 Tai = Long Term Design Strength NCMA 97 * 1513 Aperture Size (ins.) Measured 0.75 x 0.75 Or site s ecific as required Reduction Factor for creep 1.54, reduction factor for durability 1.10 reduction factor for installation damage (type 3 soil) 1.05 FHWAIAASHTO Redution factor for creep 1.55, reduction factor for durability 1.15, Reduction Factor for installation damage (type 3 soil) 1.08 GRI GG4b Reduction factor for Creep 1.70, reduction factor for durability 1.08 reduction factor for installation damage (type 3 soil) 1.05 •