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HomeMy WebLinkAbout10-10210 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10210 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL LTILIZELMai may. ' >s rY Permit #:10210 Issued: Address: 3824 LAUREL VALLEY BLVD LT 46 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 8,025.75 Total Fees: 112.50 Subdivision: MAJESTIC OAKS Amount Paid: 112.50 Date Paid: 3/09/2010 Parcel Number: 24- 26 -21- 0000 - 00100 -0090 Name: B & H CONSTRUCTION OF CENTRAL F L. Name: MAJESTIC OAK LLC Addr: 4025 MORRIS BRIDGE RD Address: 3812 LAUREL VALLEY BLVD TAMPA FL 33543 ZEPHYRHILLS, FL. 33542 Phone: (813)782 -1064 Lic: Phone: (585)315 -7971 Work Desc: CARPORT ROOF /CONCRETE PAD UNDER PROPOSED HOME BUILDI " E 112.50 .., .. hn a ,: g f • • EF2 FINAL � z - SLAB SHEATHING RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB 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 recording your notice of commencement." 'r 4 4 /tr ONTRACTORS SIGNATURE PERMIT OFFI ( - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10210 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL � � � � �� , _ Permit #:10210 38 Issued Address: 24 LA VAL BLVD LT 46 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 8,025.75 Total Fees: 112.50 Subdivision: MAJESTIC OAKS Amount Paid: Date Paid: Parcel Number: 24- 26 -21- 0000 - 00100 -0090 :710-11477'777-7777 m , x . .. ' ''' ". ' :; :r.;' 71 _ 4`�." 7,7 :' € r4 Name: B 8 H CONSTRUCTION OF CENTRAL FL. Name: M AJESTI C OAK LLC Addr: 4025 MORRIS BRIDGE RD Address: 3812 LAUREL VALLEY BLVD TAMPA FL 33543 ZEPHYRHILLS, FL. 33542 Phone: (813)782 -1064 Lic: Phone: (585)315 -7971 Work Desc: CARPORT ROOF /CONCRETE PAD UNDER PROPOSED HOME BUILD N E 112. r ,.. . _: a k , ; +. el eta_6 ( r6 itn ce deur 0 0 c_., 41(- (P 16g t/(------ _"---------- 16,4 3 -8 ?QFlo`zs1 s FO.TE F I N AL ., . ... SLAB SHEATHING RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB 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 whd- ailed d) work not ready for inspection when called e) permit not posted 0 work not accessible. NOTICE: In addition to the requirements ,( is applicable to this property that may be found in the public records of thi: 1 iuired from other governmental e L V t entities such as water management, state ' The payment of inspection fees shall be m p\ i � "'VVV he person owning same "Warning to owner: Your failure to re 1 " in your paying twice for improvements to your property. If yo rur lender or an attorney before recording your notice of comme 1 -, f) , f 4 I l ' , CONTRACTORS SIGNATURE EMIT OFFI- PERMIT EXPIRES IN ■ cr' ;PECTIO CALL FOR INSI _D PRO', _ nick �'!f' ter. -. -°c � a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: c J'X' C ^ Date Received: 3- T/` / Site: /G�i ,L 4( s 1/� / /Py ` Permit Type: S ,'5 r - - 7 / I /76)-/ c i -e. f�. �a� Approved w /no comments. Approved w /the below comments: Denied w /the below comments: ❑ 1) 4,et cAl itect 1C! s -1-- C � 1 � r . . / Vc) , C fi`c. P/01119 (7 I 49-e [°l 1 �� "fi 1 € 't a-:.o- 'Y, a k J ' ' mit and/or plans. >,,e Xs' 47.).41,..6/ 94tep,e—Ze_...-1 Kaly Switzer -Flues EXaminG� Date Contractor and/or Homeowner 4 �,// (Required when comments are present) S/H IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III 2010031879 Rept:129259B Rao: 10.00 DS: 0.00 IT: 0.00 03/08/10 R. Ward, Dpty Clerk PAULA 5. O'NEIL, PPA CLERK & COMPTROLLER 03 1 2 2 J pG a 68 .2 NOTICE OF COMMENCEMENT 1.000 -0100 :.- zs- zJ�0000- 00200.0090 Assessed in' Section 2e , Township 26 South, Range 21 East of Pesch County, Florida PGnUI NO. N THAT PART OF EAST 50.00 FT OF NW14 THAT PART OF WEST 1n OF `/ / _� NE1 /4 OF SEC LYING NORTH OF 2EPHYRHILLS BYPASS EAST ANO T 01 Folio NO ,, Jr-e7( - - /V ID—.---- LYING WEST OF MAJESTIC OAKS COMMUNITY•PHASE ONE A6 PER PS 35 1_- GOOD -0 01120 -AQQ � -- - PGS 101.112 EKC NORTH 20 FT THEREOF FOR RO R/W 6 MAJESTIC OAKS COMMUNITY PHASE ONE PS 05 PG 102.112 LOT 1 TIRO 15INCL 6 LOTS 19 THRU 24 6 LOTS 26 DIEU S, 6 LOTS 33 THRU 24 OR MS PG 52 71 13 of he Florida UNDERSIGNED atu es, the foll 2 improvements provided in this ade to cenain real property, and in accor NOTICE OF COMMENCEMENTdance with Section 1 .Description of property (legal description): _ a; Street (job) Address:3 9 7 �_, r � r ql _ �p I l l l e . b i er ' / —_____ 2.General description of improvements: ���_ILE�k3sec ho mC. 3 .Owner lnfonnation — ` — — --- - - a) Name and address:A1/0- t.1/SLAC 649 a d , 8 R Jp 27 3 S igtE R)_ S/ _ — b) Name and address of fee simple titleholder (if other than owner) c) Interest in property ntractor Information 1,/m _ a) Name and addresatiltwirrueyvs 40..e.nnf FI Int aow fl nornssraf a l?S Ze a/yrrlta fl 335 b) Telephone No.: Fla - 7ga 10(,L/ Fax No. ( t.) 8/S Z 5.Surety Information /�bsgS' a) Name and address: b) Amount of Bond: c) Telephone No.: - • 6.Lender Fax No. (Opt) a) Name and address: 7. Identity of person within the State of Florida designated by Phone No. a) Name and address: y owner u pom whom notices or other documents may be served: b) Telephone No.: Fax No. S.ln addition to himself, owner designates the following Opt -) 713.13(1 Xb), Florida Statutes: 8 person to receive a copy of the Licnor's Notice as provided in Section a) Name and address: b) Telephone No.: 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, SECTION 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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA ,/ y COUNTY OF-PA do ` . ' -� _ _: /- A. � / ; P N UI3(7 1 0blic State of Flo / V[la � C`K � � Own / ' e Owner's t 4 Astral Signal= r or Owner's Authorized Offtcer/Direetur/Panne, /Mansger 1, 3 Mr iumutussion DD566784 Are,' -- etlar rL�' tae 06/2712010 Print NaAe The foregoing instrument was acknowledged before me this a day of nlarc..h , 20.K_, by 6pS `Bubo as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on a of whom instrument was executed), ✓ Personally Known OR Produced Identification .` Notary Signature nn / � , 1� % Q Type of Identification Produced Nacre (print) !3/Z(/L % h /f • / .C4/iL Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. . FORMS'NOC.reedr001 JA ei.eT l Nrin ti. lIe orate of Florida Signs f Natural Person Signing tin line p 10.) Above f 0'1 • :;bet • • 1 • :'o I, $sion 00566784 Nora/ to H us u b/22/2010 • • • STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE W ■.. MY HAND ANR QFFI IAk SEAL THIS DAY OF 1/ /a L l „ 2 0/ (J PAUL • O'NEIL, CLERK COMP - ` LER BY GL L-t_ C __ ., -U CLERK 813 -780 -0020 • City of Zephyrhills Permit Application Fax -813- 780 -0021 2\ 0--- Building Department - b Liu J Date Received ` - � i / 3 78a- -- Jb L/ Phone Contact for Perm Owner's Name Ny F',-q's.4./.C.. Owner Phone Number — Owner's Address G e 0 a ,., . _ _ • , A ,. Yl BS Owner Phone Number 1 S Ci NL8S 5 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address j .// JOB ADDRESS JWY lI � j( t .. ,, /.Q/" 4 ! G LOT # I 4 • SUBDIVISION /r/iti rig_ vN PARCEL ID# ZOe l6'a /'000D.AD,era- 4012 (OBTAINED FROM PROPERTY TAX NOTICE) — WORK PROPOSED _ NEW CONSTR I J I ADD /ALT n SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE n SFR n COMM n OTHER 1 TYPE OF CONSTRUCTION 1 BLOCK n FRAME I STEEL n OTHER I I DESCRIPTION OF WORK ,4 { Qr bc4 4-0Mr- �/ .1 d „ 4) roil O$ClJ WO !we.-- BUILDING SIZE SO FOOTAGE /a0 HEIGHT I I BUILDING $ 0��� ?S VALUATION OF TOTAL CONSTRUCTION I I ELECTRICAL $ O � AMP SERVICE In PROGRESS ENERGY FT W. R. E.C. I I PLUMBING $ I 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 11 GAS n ROOFING O SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO SW BUILDER SIGNATURE ,r _ 1 a COMPANY Bi'HQDA/S7'L'ttwr�GK/ REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address J � � License IS 044/51 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address License it PLUMBER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N 1 Address License # MECHANICAL COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y( N Address License # OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N 1 Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R - O - 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 onslte, 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 85000) Agent (for the contractor) or Power of Attomey (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 I, 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", 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 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 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, 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, I 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 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 COMMENCEMENT. FLORIDA JURAT (FS. 117.03) ���yyy OWNER OR AGENT CONTRACTOR Subscribed and swo o (or med)pefore me this Subscribed and savor t affi�xP ed) before me this 3.4 -10 by t.. ti• 3a-/a by web •G- Who is /are personal to me or has/have produced Who is /are personal) o to me or has/have produced as identification. as identification. Notary Public Notary Public Commission /' No. / C / oo iiss No. Name i o(No a typed, nted o" or stamped L- l/IL Kam(— / 11- Notary P P Name of Notary typed, printed or stamped 00 ° q tr. - Iona d ,n , rr 4sron DD566784 sr>Eon DD566784 , _ ° p ii6/22/2010 G r ' uss, f or r °p t7!7 i /2010 4025 Morris Bridge Road Zephyrhills, FL 33543 ® i, = :' CONSTRUCTION ., Phone: (813) 782 -1064 of Central Fl in Fax: (813) 715 -6585 Toll Free: (800) 224 -1206 ROJ' SAL SUBMITTED / ^ L i{ PHONE _ DATE / TREET .f - . 1 ' �!) J / ,; / \_,, , / . , %% / ( SAL S N ITy, STATE and SIP CODS ) U 'JOB LOCATIO RCHIT,ECT "( / DATE OF PLANS /] JOB PHONE C, Ve hereby submit specifications and eestimates for: , �_V r` 0 .t!(Y,�.tl..,/ t . 1 a / h }, , /11 uL �dJ .11, t_- L� J v . j j l,Le,...1 ' ' ; it[ f� r c_ ;� 't. t '/ .._/)- - z' rit .) _1.I.` trig )(L, OIL l LL /__.% ' / . // ) ! s . ,1) I r (.. .1: k' Lit', I_ I . � d� i G( Y.r . ? _. ` (i) ' 1 1 . .,�.,t` , , 4 ' r / i f y / r. I' i , kt i f ‘' _ t 1..C1� -&t. k_.. ...e I t,C f . r , r ( 1 ., h .11 / r 47- j 1. t li 1 - j r�r J 1 ''- ' t L' _tt / b .,4 . =' I G7XQ� ,(. . d. -�. /1i1 ..�:1:. 1. / u i l , ' : D , L C i.,. f /::: °.) 1,:_t 4.... , ,) '''' t:' tki' f,' .,, -1...) 1 1 . Li i d...) ' .q.d ' 1' ( ,i Li-.:.-id) ,.„il.'..,Zi .+_k..., -- „��' . ...{�_, r l,t . I.e ) i',1 1 L' 4-t-1 b-1N 4f bk .�/ (L r�C.ri ..ti..,.....,/ rr /,,; I J We Propose hereby to furnish materials and labor - complete in accordance with above specifications, for the sum of Payment to be made as follows: Y dollars ($ ' . • ( /f2'4.-1 All material is guaranteed to be as specified. All work to be completed inanlike ;. , ,f / . 1 (i ' manner according to standard practices. ;Any alteration or deviation, from above ' Signature ed specifications involving extra costs will be executed upon written orders, and will become an h, : S ignture c � 1 j r , � ' extra charge over an above the estimate. At agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire; tornado and other necessary Insurance Note: Th i pro may be Our workers are fully covered by Workman's Compensation Insurance.' withdrawn by us if nqt j cepted within . days. Acceptance of Proposal - The above prices, specifications and 'f ! ` conditions are satisfactory are hereby accepted. You are authorized to do the -Signature `-�-� I / % k _( p 1 { n ,' ,' 1 work as specified. Payment will be made as outlined above. fate ofAccentance. Signature LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 03/03/10 B 8v H Construction Zephyrhills, FL Re: Mod. #: Address: 3824 Laurel Valley Blve Lot #: 46 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 14'x30' Carport. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Since - ly, 46z/ /1 Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 . . / < A 7, f > ril 1 er r /3y ‘ +. e i 10 -SA \I 1,41e40,-/Ce- A is- ), *. FP:EOWFE;.E HYRI-IILLS .i ,„,..., --.) : :, ,, ,-.., „..... 1 h sv A A INER 'T. 1.- .1-.. • --1 - ‘ , i, (-,R 0 AT . ..-., i - ., ,, il_ ELECTRIC COI II ..—______ID A oidi , • `'N ORivc,..0A7 Y j k Y 1‹ I 0 >1 i- n ( er yZ , s .:,. . _ ... 0 3 8 ,2 ii 2 / 9 1 ,,, k 0 t: L PA tie-V 4/ .'§ V^ • :- Millj 7-/ / 1 r i 3 no il /2 .3/y10 g olN R r v., X ( 1 o a ��1 X till jg. 1U r- r- c Too w i < -II. .) I '...D ,...?:,..-- i/IMMIMIIMAIM ` .. ° 14_) Oo w ks km 1 � `T h en a 4r O o b l A M 0w 3 41 M a 7 Q z Lu Lc, en h Z z v� 0 `, i U Q ,a c" �'+► O Q �� • 1.,.. ° ¢ R F 3 en 'O 1 �R � OV8VV) z� Lt. n `o N Lw .Z ,.-2 0.. ceLI. -I 0. � 0. Q Q � _ .a '° z ( ,-71 cn O L Li o o Q a. 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U3 0_ x a �o �- Uo } " I-. z x `i I z� UN H : F� ¢ li p m a 0 30 U 0 - No > <w x U a.0 imam oa n H V b D E 0 d raw o > • H 6 r w „, �p CN o V \ x 0 QH F' O O N to 7 U n a 8 N , 1i a. h o o l'� i z a 4 :' w Vt ■ M • w • ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - I 4" CONCRETE SLAB ON COMPACTED EARTH FILL W/ 6X6X 1 OX 10 W W MESH F - 1 POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK OR FIBERMESH, 6 MIL VISQUENE VAPOR CHANNEL W/ 2" HIGH LEGS EXTENDING INTO BARRIER & TERMITE TREATMENT POST FASTENED W/ 1 3/8"X 2 I/4" THRU BOLT USE 2500 PSI CONCRETE MINIMUM WITH WASHERS USE 12"X12" MONOLITHIC FOOTER F- 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6X10X10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TO EXISTING HOME W/ #10X3 "SMS 24" OC TREATMENT. USE 8 "X12" MONOLITHIC FOOTER W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED NAILS ON FRAME WITHIN 10 MILES OF THE F - 4 3" 3C3 "X .093 ALUMINUM POST COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST W - 4 GARAGES AND UTILITY ROOMS WITH WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR ALUMINUM ROOF MAY ELEMINATE BRACING #10X2" SMS 24" OC IF HOME HAS FACTORY IF STRUCTURAL GRADE THERMOPLY IS USED - ATTACHMENT BEAM NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4"CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2 "X SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL ON TOP AND BOTTOM OF EACH STUD TO PLATES A - 4 2"X2" CHAIR RAIL SCREWED / 2 #1 TO UP RIGHTS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERNALLY CLIPPED W/ #1 XS" SMS ABOVE FINAL GRADE. 3) 1"Xl"X 2" ANGLE W/ 2 #10X1" SMS NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS POST OR SM BEAM AND MOUNT BEAM TO RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2 "X_RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USMG 1 "ALUMINUM ANGLE FASTENED PER CHART B III FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1/8" RECEIVER CHANNEL PER CHART B 1 B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 1OX 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 1/8" RECEIVER CHANNEL FOR SINGL M BEAM MOUNT GS 5 4 Gradient, I SOILS AND FOUNDAATIONS Material nerd intensity and erosion characteristics of elope 1805.423 Plain concrete Of plain footings. The edge thickness concrete 1 805.4 Footings shell be designed an constructed Light-frame p1airamc construe supporting walls of other than 1805. bcarin cted in shall not bc Ices that 8 inches That differential g ��ty of the soil is not exceeded, and Exception: whew lain concrete soif settlement is minimized. The minimum Group R 3 For plain c ze thickness s is m Width of footings shall be 12 inches (305 mm) tcd to be 6 rt 8 sec (152 mm),provided that the ,the edttC thiclrncs is footing permit tnch (152 footin Footings in areas oot � extend a distance greater that the R ex pans i ve soils shall be designed Wail. b 0n either side of the supp In accordance with the provisions of Section 1805.8. 1805.4.2.4 Placement of concrete. Concrete footings 1 805.4./1.1 Design loads, F shall Shall twt be placed through writer °o �� be designed for a trcmi or other the most unfavorabk effects due to the combinations of method approved by the building , fl5cial t loads moist in Section 1605.3. The dead load placed uncles or in the Where clads the weight of foundations„ 1 shall in- shall bed presence of means to the e mini - clued R��od live " footings and overlying deposited by a mix and t ens loads, 113 used in designing c (fled ht Seaton 1607.9. mean segregation of the mix and nc i blc art mini Are permitted to be footings the 8i turbtrlencc 01 1 80 15. 4.12 Vibratory loads, Where }ti 80 4. other ibrato are machinery opera- 1805.4.2.5 Protection of transmitted through the concrete. g depositing footings foundation, consideration shall bc given in the footing shall be protected from SeGrnB during f osign to n, coIIt disturbances gi i of the son. a period of not Is than five thereafter. depositint r shall for Not be allowed to flow si Water shall 1 805.4.2 Concrete footing,s, through the deposited concrete t tr0 5 42 of concrete o� The design, materials and c footings shall comply with Secti 1805.4. t Forming of I 8 r 18 .4 through 1805.4 2.6 and the provisions of (dap- permitted to be east against concrete. footings c are t ` I . 42.1 • forming. ion of the building require ding o85cia1, soil conditions s do not req Exception: W a � fo�n8 b required h shall be in , - Crete f specific design u not provided corn. Chapter 6 of ACI 318. footings supporting walls of light-frame coosWc- don art per to be designed in accordance with construction 1805.4.3 M Table 1805.4 2 and asonry-ur>jt footings. Rte design, materials of masonry-unit footings shall comply 1805.42.1 Concrete with Sections 1805.4.3.1 and 1 805.4.3.2, and the provisions Shat) have a COOS in footings Of Chapter 21. S than 2 compressive strength (f+c) of not Al 28 der bounds square inch (psi)(J 7 237 kPa) Exception: a specific design is not Provisos ma n' sorry -unit footings supporting walls of light-frame St action arc permitted to b designed c ed in c n con - 1805.41.2 Reserved. Table 1805.42. acordance with 1805.43.1 Dimensions, laid in 'Type M or S m Masonry-unit footing shall bc complying with Section TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT - FRAME CONSTRUCTIONa-b.c.d 1 ` UMBER OF FLOORS WIDTH OF SUPPORTED BY THE FOOTINGS. FOOTINGS THICKNESS OF (inches) FOOTING (inches) IIIIIIIIIIIIIIIIMIII 6 3 6 For S 1 ' 1 inch = 25.4 mm, 1 foot 304.8 mm. 8 a b Depth of footings shall be in accordance with Section 1805.2. under the floor is permitted to be excavated to the elevation c. '�'�n8 w'alh are P er mitted t° be of the top of the footing, the worth shown in this table, and footings shall ba by isolated food. The f d. For thickness off spaced not more than 6 Feet one width and length shall be twice c foundation walls, sec Section 1805.5. C Shall Plain for 1 roof an to the stipulated number of Boors, Footings supporting root' onty concrete footings for Group R -3 occupancies are permitted to be 6 inches thick 1'1V11U0. UU11U1ng VVUG V111111G r ag 1 tJl L ` s rali iris . ,..::•„ OCAN � ABOUT DOA OCA PROGRAMS CONTACT DCA BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff — BCIS Site Map Links Search al (j jPrOdUCt AP p roval USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7561 -R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address /Phone /Email 1801 NW 64th Street R. Lauderdale, FL 33309 (954) 491 -3700 bruce 0aol.com Authorized Signature Do Kim dk @dokimeng sneering. net Technical Representative Dan Cooke Address /Phone /Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491 -3700 elitealum@aol.com Quality Assurance Representative Address /Phone /Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Do Kim, P.E. developed the Evaluation Report Florida License PE -49497 Quality Assurance Entity CI Professional Services, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By James L. Buckner, P.E. at CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence FL7561 Ri COI Cert of IndeDendence.pdf Referenced Standard and Year (of Standard) Standard Year ADM 1 2005 ASTM E72 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7561 R1 Equiv Certificate of Equivalency.pdf • rlutlua nunulug u,uue viuiiie rage L 01 L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/05/2008 Date Validated 09/10/2008 Date Pending FBC Approval 09/17/2008 Date Approved 10/14/2008 'Summary of Products FL # Model, Number or Name Description 1 7561.1 Aluminum /Aluminum Composite 3 "/4 "/6 "x0.024 "xllb EPS Composite Panel, [ Panels 3 "/4 "/6 "x0.032x11b EPS Composite Panel, 3 "/4 "/6 "x0.024 "x2lb EPS Composite Panel, 3 "/4 "/6 "x0.030 "x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R1 II Elite Installation dwa- R1.pdf Approved for use outside HVHZ: Yes Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +80/ -80 Evaluation Reports Other: In HVHZ, not to be used in structures considered FL7561 R1 AE Elite FL7561 -R1 Evaluation.pdf living areas per FBC Section 1613 unless impact Created by Independent Third Pa rty: Yes protection is provided. See installation drawing for allowable design pressures and spans. Back;. I I Next DCA Administration fmoortm.nt of Community Affairs Florid& DulIdInis Cods Online Codas and Standards 2555 Shumard Oak Boukvard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414 -8436 ® 2000 - 2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: itti 111 fec�rN C YER•PV • • o 15 AO8dde iOflOO d 3O M3iY1S V0180 1 8 .J CO m Z � g & WINS wnNNNnhrnvnrnwnlV 1 i :I. , R <.. ,, o j W S ` yak S l3NVd atlsodwoo 3800 wvOd Sd3 c z p ik. , 8. V 1. 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