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HomeMy WebLinkAbout10-10209 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10209 BUILDING PERMIT Permit Number: 10209 ;N M 0209 Address: 3836 LAUREL VALLEY BLVD LT#43 Permit Type: PARK MODEL SETUP ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET -UP Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090 Improv. Cost: 2,400.00 7 = - , . E7 : 4 Date Issued: 3/08/2010 Name: NHC FL - 115 LLC Total Fees: 175.00 Address: 3851 LAUREL VALLEY BLVD Amount Paid: 175.00 ZEPHYRHILLS, FL. 33542 Date Paid: 3/08/2010 Phone: (813)783 -3477 Work Desc: PARK MODEL SET UP 14 X 37 TZETZ:11,7;=:id i'MtipVII On t qua A, v; MiBIL HO S -UP 60.00 PA L LE RI 40.00 CRANDALL, RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 35.00 EASLER, LIONEL L. BAHR'S PROPANE GAS & A/C, INC. 6t C 4 7 -1d St r, p �' .. . �'' >: s -' ...: , " i m y € .. PA M ti; EL ME HANICAL PARK MODEL PLUMBING PARK MODEL SET -UP PARK MODEL ELECTRIC 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." 6 1a-- d , I CONTRA TOR SIGNATURE PERMIT OFFI 'R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ' - r ° City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: S /'e -✓ / i it S Date Received: 3 2 -10 Site: 3836 La4u /a. /ley I it%) Permit Type: Perk' in tde / / /X 37 Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ set ( 14(/d ,c This comment sheet shall be kept with the permit and/or plans. 7 Kalvin witzer ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813 - 780.0020 City of Zephyhlis Permit ic Applation Fax - 813-780-0021 BuNcIng Department Datr! Received 1 – 1 -/ I Phone Contact for Permitting Fr ell 1 r U I I '' 1 Q ' ' g Owner MAC, Name A , - cl , t 1c, 1 Owner Phone Numb 'S 13'. V A 1 ( .:6 1 - , , r4r 1 t.- c c��r�e.�- r.. Owner Ph an Number 13 I owns : Adth.ae � �.y �_ , . � �• r 1 � ' ��751 S ``' Fee straw• Titleholder Name N Owner Phone Number 1 Fee Simple Titleholder Address I .___ JOB ADDRESS 13 < 634 Lb-tUr .(LA v f `J y ! / \ LOT* I L 1 SUBDIVISION 1 v 1 (l�C_�\ 1 C. C cS PARCEL 00 1041.–I 0 ' Z C W L L l t I ' t > ' 0 b i - l> 1 000 IOSTAaEO Mo. PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT n SIGN MOVE Q DEMOLISH INSTALL 1— Q REPAIR PROPOSED USE 1=1/SFR r--- COMM n OTHER i I TYPE OF CONSTRUCTION n BLOCK r FRAME n STEEL ra-- OTHER DESCRIPTION OF WORK 1 'It._clown (y L M� e I BUILDING SIZE 1 ,y , X / 1 1 SG FOOTAGE I 5 `S– - I HEIGHT I Vie BUILDING I $ CC() 1 VALUATION OF TOTAL CONSTRUCTION I `r ELECTRICAL 1$ V I AMP SERVICE PROGRESS ENERGY r7 W.R.E.C. r PLUMBING ($ I I MECHANICAL 1S ■ I VALUATION OF MECHANICAL INSTALLATION I1 GAS n ROOFING r SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS 1 I FLOOD ZONE AREA 11YES j ✓ N p I COMPAN Fwi�+' D .) r Ot BUILDER . > ," SIGNATURE ���� Address WITAIL l►� I G /iMI ° ! WAIN FEE EMI /'� I1FIi 1 SIGNATURE RUN :� COMPANY ( �^' �lU� u l t� SIGNATURE R�sTERF N FEE CURRENT N r i Address . = M `– II� J LS License* I p • C. - WI Z / b PLUMB PLUMBER / COMPANY 1 F �Q i wtQ c �C S RE REGISTERED N �] �1 CURRENT / N Address �i O !S11 + License # 1 i t 1 ° VI FEE CURRENT 0 MECHANICAL / i : f,j(7._, COMPANY I balk PIC-- SIGNATURE . Ads mracIr Bart ��I�i 'i lC� � L.t e>* r ifil a OTHER COMPANY I SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT / N Address I I License* 1 I RESIDENTIAL. (2) Plot Plans; (2) sets of B s; Building Plans: (1) set of Energy Form R-O-W Permit for new , e Midnium (10) working days after snbnitat data Required anada, Conwbuctn Plans, Steamroler Plana w/ SR Fence installed, Sanitary FacNtles & 1 dumpster: Site Work Permit for projects COMMERCIAL (3) complete sets of Building Plana phis a Lie Safety Page: (1) set of Energy Forms. R-O-W Permit for new construction. ( ) worldng days afar submittal date. Required oneite, Conetrudion Plans, Siormwwatar Plans w/ Sit Fence Imo. SIGN PERMIT A tach (2Facilities a Engineered PIM& P aretic for at new projects. At commercial requirements must meet compliance ""PROPERTY SURVEY required for at NEW construction. Directions: FM out application completely. Owner & Cohdu.t a sign bad( of appricayon, 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 J OVER THE COUNTER PERMITTING (Front of Appti Only) _ Rereads Sewers Service Driveways -Not Counter if Upgrades A/C Fenoes(Plo (Plot/Survey/Footage) pubic raadaiays..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 BAPACTIUTILITIES ■APACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Rem 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: 1 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 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/WastewaterTreatment. Southwest Florida Water Management District- Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers- Seawalls, Docks, Navigable Waterways. S Department a Health & Rehabilitative Servioes/Envirorrmental Health Unit-Wells, Wastewater Treatment, 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 stern wall construction, 1 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 the cone If of the of fillis found to adversely affect adjacent properties, the owner may be cited for violating ldg 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 commenting construction. 1 understand that a plumbing, s ns, wells, separate permit may be required for electrical work, I9 pools, air cornditioning, 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 Y provisions of the technical codes, nor shall issuance of a permit prevent the Bwtding Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the wok 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 90 ninety ( c and will a 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 (F.S. 117.03) OWNER d AGENT C0NTRAcrOR Subea bed and sworn b (or affirmed) before me this Subsvbed and sw Cfir to or by t before me this Who is/are personally known to a as identification. or hasAsave produced w pours* who is/are p known to me or has/have produced as Identification Notary Public - .'...... i f �. . •.'• . -Q L 61.!' • Commission No - l ommissron ajt . .k ° ' ` • • . • 'f,k r , ' aandad Thru Tray Fnin Immo. 110 4954010 Name of Notary typed, Printed or stamped Name of Notary typed, printed or stamped Plan Review Modular Home Set -ups and Aluminum Packages 1) Access shall be made available at time of inspection. 2)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 3 )No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 4) At least 10' separation between other units. 5) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. 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L .1 7 , Ilg a.-20 . -§ tg 1-- . inr.:.. car 17" X 22" PIE$ FOOTER SPACINGS* (MIN. 374 SQ.IN) MAXIMUM I — BEAM PIER SPACING NO1E: MAX. PIER SPACING WITH .... SEE N01E #4 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" MDE FLOOR.. Sr 89" 120"... 120... 129"... 120'•.• 144° WIDE FLOOR.* 50' 7B' 103.+. 120"..* 120"..* 12O'. 94` 119+5x, 120 120"... 184 WOE FLOOR.* 40" 6 1" 83 104•s.s 120"*.. 120".*. MIN. PIER CAPACITY 2597 LEIS. 3896 L8S. 5794 LDS. 8493 LEIS. 7792 1.8S. 9090 L8S. NOTE UNIT MOTHS Y81H .* INCLUDES A 6" OVERHANG ON 9071i SIOES MAMMA. FOR TYPICAL PIERS SEE PAGE SU--01 -0021 . PIER PAD (COWS MAT R0189f0) VICAt PER At FRAME I4IEAM U jA°7 ORIENTATION OF BLOCK PLACED . SYMETRICALLY ON PIER PAD ,eede�°a�a$ ©G DO" REF. CALC. PG. e m °� �a • .. E � ' : # C -SU - 19.01 e S' •Aids ° ' ' NO : P ,' ; � - � ; � • 4 • - Q oAPU APPROVAL; 1. PIE- FABRMCAlED PERS MAY BE USED AS AN ALTERNATE TO 111E •,. 4-: ,' - Vigitika WEIRS) 81 THE JACOBS84 HdIFs SET-UP UNREAL Q ° ° ss ° yILia/i'1r ; . 2. 711E PRE FAEMPA1ED PER PADS ARE TO BE MILER PER RE ex . j .. APPROVED BY YAMFACI0RE 'S NiSTAIIADON INSIB LS AID MEET THE MOM T. ( °. ST,-6 i %• o PER WA011E3 SHOW MOVE ° "m ''n '. r � � .. O� Dees 04 , 2009 3. ALL OTHER A[Olmo Nm ARE TO BE memo TD AS SPEWED RI DE dAO�SEM s<tz • 0 P 1 :1. `toe � INC was immune; . ... s ' ° -. . CONSTRICTOR RAD SAFETY STANDARDS 4. 1091 PER SPACING 8' 179 URi51411)1 6" 11 -REIMS / 10' Fat ARTS 11111 10' OR 1 8. 1g @ t O 8 n a9 12' 1- 11EME. Or MAIL 11 1011 0I1/S -(g 1j2 DE WC Pmt SPACHS F DE PIER SPACING IS LESS THAN 48' O.C). mama MCOBSEN HOMES IEEE 9 ARE DBAHN 91: M.T. DATE 11 -23 -09 REV LE11ET� R , m - III mat. ANDi 110. t. P.O. 80X 308 nAteRALS OF Abom YINUFACi1NMD mpg rim 17X22" PER SPACING L SAFETY tiAR . "M" 34695 etc SUCH 44118 ES ME FRONG®VI 711E -- {{ s. f♦I �i PHONE (813) 7Z6 -n38 t oo E RINSE ytoit Mum SU -01 -0027 ) 20 ) 1 38/30/"/D06 10 :135 6785745700 BRIAhi VALENTE PAGE 81 Installation Instructions for ABS Pad For all Mobile and Manufactured H s HIM approved Homes and Modular Hou n�� I T t'�t S.5.13500 anti >n ixtvAnt g c , 1- r111 p ads are to be ins idled r7at a kikm..:t.t _ 2. The ground uadet the pads should be /cycled as smooth as ptuni'b)e •vith all or undisturbed sail. at to below tar frost -lin nr °�' ^° removed. Pads to he placed on fully eo,- »ctccl � P��l fztt'+Sctctio.T. 3. Pier & pad spacing wil be determined by the manufactured beams' v.itten set -u1 instrvetions or any /oral or nate codes. The pen cells between the ailing on the urn side of the pad: trial be filled with sail or rand after installation to prevent any accumulation of stagnant water in the p 5. A pocket penetrometer may he used to ecru' the actual grill- acing value. If nil equipment is not available, use an assumed snit value of 1000 lbs. / .y - uarc less. 6. All sash aizoi shown ass numisual di:nen:ions and may vary tip in ! "8" 7. The ener:drraaert detliarinn in a Ririe pad 6.5ie measurixl from ti :e high sr pninr to the 1 *weal paint of the '^fs face NOTE: Actual rcae results were leas than 5/8") 8. In f n r areas, a 6" deep confuted gravel base kneed in wet; /lath:ted, non - haat s 0 Pad loads are the same when mein singles sod ssrnrrnestaded g • tack cu double !ark ill. s:l:s. 10. The maximum load at any intermediate soil value may be dcterer:rsed as the average of the nest tower and Leas higher soil value givcn in the table below 11. Any atn6guanion (see rums side) may be used to 12. 1 f the home tt�tavfacrartx shows soil tirashtiw =place a hone no �r� concrete or *vend ban pad. per set up raarual. tban 3000 Its when usin ABS pack do not exceed 3000113, soil pier xpacdtpS Pad Size ID No Pad Area 1000 PSF SS c.n.jl.16" x 18.5" 1055 -75 288 2000 PSF Soil 3000 PSF Sri sq. in. 2000 lbs. 4000 lbw. 6000 lint 1055 - 1 t1 t t R;�t,17.S" x 22.5" 1055-21 5000 S 7 5001ba. 384 sq. in. 2667 lbs. 3334 lbs. 8000 lbs. * gii=laill 1055 -1' 432 sq. in. OVAL x24' 105;,22 5., { 3000 ]ire. 6000 lbs. 9000 !tar 6 s!. in 4000 lbs. 8000 lbs. OVAL. d_ 25.25" z 31.25" 1055 -20 12000 lbs 675 sq. iu. 404 lbs. 9388 lbs. No. E :: . Pad Size ID N Pad Arra 1000 PSF Soil 2000 PSF Soil 3000 PSF Sou lG "x 10" 1055 -14 3 18.5" x 1a5" ■�� 256 sq. in. 1780 lbs. 356° 1h 71 � a 20" 1055-7 2375 Ib$. 47 c lbs. 7100 lbs. a 1055 -13 in. 2750 � l r b _ s. 3500 lbs 82 0. 0 t � _ 4000 _ 0ft,,. to ' Concrete blocks are rid to be double blocked 8000 lbs. * 8000 lFts Y 73. Ai"�q) ONLY: I�iYLt 'd"ith s 113# �.1 19 A x I NL : The art tine �9l� 4, MAX 1D# 103543, ► T• 11)4 1935 -16, " n Sec cheat below £oe details na a o`^ed bs the to to of Akbattsa, aad must net �' ` 8"1# �' 14. TEXAS ONLY: 17 n lD4 1Q5_21 installation 5 a hn mere than ale" deflection. 15. Steel Piers: All pads ate steel piers HMO PSI soi may not be installed of Texas. Z" #12 X 1/2" heat tech screws, pith ar density double stacked. noted. 16. Available pads tested aara 2000 PO ss 4 inch screws if pith � doable atadced. tae$ with faun (Q4) density are: 123# a 1655 44 ,1653- 9,10654 and 105343. P.M SIZE Exanle 16',; 80' section 1000 Lb 1Psf �� = 7b lss# 1t1 " z 19.5 "Cleat Ate ��� 17 "t 22" ih�,l pad 6 +0.. 17.5" x22.5" Oval Pad 7 6" 1 Oral Pad f 2r x 29" Oval Pad 8 U u 6' 0" 8 , ay Re•idon 14/04 E13/27:2.00 15 :43 678 745700 BRIAN! VAL,ENTE Paw 9°V. T UC/ °e - - ':. • Qa t off, Mb. •' Na. 16$98 x� n �.O a IMBPI�AJ.ATNDH M� � � • �F , : 8 t•ee, -v-• taxers •e -141 S i� a srrsaat ,rsoyc•rr� aai dam ir •, S At OF r 0 FOR ADdT b ARM: r-• Fallow Mope Mk45 4ii trootams sump 1.5' - �a " �' _ ' ' .. ES: !f the fad occur - STOP? a) Pier h - • ' ! -21 - 48° b) Length M! Ober 1 T= w , ., 1-1300484-7437 : e) Location is within 1500!teat of west exceeds 78' a) Roof eaves excel � ' di Mew/di time height exceed 96" 2. Rtcnove linens eel debris to en approxlinetw two bat square to woes finn soil for each ground 3.�Piece ground .- directly chha aL l.t , . Press or drtae , firmly mb soil until Rush with orr bel ow soil. SPE *AL N i s re comm o n d: r� 8 r nerves as a pier under the hone and loaded as any to piers, 4 through 9 be piens, and °nm•half inch (1/21 belbns home is towered completely on R H am- son 7•&6T FROBE 42 eV * TD �M� SYETE COELZ A OF 2 ETIM ES FEE FLCO Storm is READINGS ARE ENMESH 175 S 278 A 8 FOOT *RENEW !> SW IFS TEST S ARE BETWEEN 27fS a W . IF PROBE TEST 0 E 1 Ettlitill (*Met TYPE OF motion MAT BE !18!13. UBE GROUND tM M ML TIES BE,�t AND STA PLATES CRY re $ g a Sap A d FOOT ANC WON mama. TIE CAMNECi !der Ovens uERTICAI 11ES ARE ALSO REQt11REb ON 4. Select the cornrect �! F LONtpW M. used art e c tr ar tt be bra I for set - up (pier) height at support looadan. (The 15" tube is ehveys 40 to 45 degree angle is rnahttaraed. arm). !Jets; Either tube can by bled, cut and dom to length be length as bong as a PIER HEIGHT 1.25" ADJUSTABLE (Approx. 45 degrees Max .) Tube L 1 ABLE nib& Length 7 3/4" to 25" 22" 24 3/4" to 32 1M` 18" A - Y . Mattel ( ?) the 1.50` ° tt 1 8r adjustrnert, square t fE {I8" }) into o the 'Yi" g P t - beerrr (.1), , insert tame nut loose for Ana. T - $lids sele yon the bottom of the I.beart,. 8 • Repeat 5t61:4 el 6 t 1.25 to the of pm a and attach 10 FbH+aen cone s end tester! and net baiow 4Q degrees. a lads* ht Place. Y with ball end nut. . degree 8. A fter ail butte 6r6 Tfed. Mane 725' � b '� t° 45 snd 1.5 " tubSe f011t(4)1W-W 31 4" selkapping *HE EOM. 1181 °V" t itt Pru•drBled holes fLotterrUmater. a LATERAL RROi Hi NOTE: THE use oF THAT - MIIltG4Tt ma Pow/ Pam (4, Atr Y O tt Rtnres a FRANE ttES. 1 d. tnat6dl r emaining vertical > Nli+�� "• anoha m wed ecal de-down and 4' g f enoha per hone flag 4.000 ibrs. require a 8' arrdror clue condition. Any firers �f'8 .. star i Centerline 11- system Is required to have a frame a for sldewr3H anchor Toads in excess of stabilizer plate nestle 12. Select t ors tube brace ((HH)f for lateral tangy` location. 't7 Be & grmind 13. t (With the 1 .0" tube as eta P Na ra( at instal t 1.50 b (H) to the me , id 125" t "the tits 4141113 came In either t30 14' a 1.25" it s fart, the 1.50" f ground �} wfh b oat t t j • unTh rr ' . - . - 1, --:- l°r ( . wMtr bolt art, nut ow ouvER . 28¢ -7 3 (G F ax- °"° t- re -ess6 +µWr offeeta o oorn ADDENDUM NO NORMAL TIE—DOWN SPACING TABLES S' ' i% , ZONE II & I /EXP C & D 1 ' / / , /� LONGITUDINAL TIE —DOWN SPACU T = f / / ►�Mt. wiND ZOt a IMO / / 10 0R MN. Onr. IL JJ u aF ANGLE €A. ME r // EA %OCR 1114. a Ek IDES AT 13' -4' 2 50' 2 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX . 1 MD ZUN E FLOOR EAVE SPAO1C °� Rua ARO" SPACING De. REM = = MAN OVERHANG LOAD LOS 12' -0' 6' 8'-0' 31501 40 -50' 6' -8' 3150] 6' 8 -0' MM. 40' -50' 6' -8' 3150 / � LONGITUDINAL TIE —DOWN SPACING T = :F1 t-n MIN. WIND ZONE if YARD ze;.- Y ��` V BOOR A+. D C 'MICR A. 01Y. N41o7N EA sECTnN VOL a EA SEEDER t 12' -0' 2 64' 3 12' -0' 3 31' 4 / 13' -4' 3 42' 3 ,/ 13' -4' 4 30' 4 VERTICAL TIE —DOWN / FRAME TIE —DOWN SPACING TABLE MIN. MAX. NNNO ZONE A YANO ZONE HI FLOOR EAVE mi. HEAD T DL HEAD 110111 OVERHANG SPAORO Lao MOOR � MOOR u+aE SPACK :: : LOAD • 12' -0' 6' 5' -4' 3150? 1 40' -45' 4' -0' 31501 : IS-4" 6' 5-4' 31501 40' -50' 4' -0' 31501 NOTES: EHC II E r' ` ,,t 4' i DANA APPROVAL: 1. SEE AB-M-0001 roR A `,.� llthAL REM:LENTS. 4) •G TE A DF4 F . ' ., .' APPROVED E 2. SEE AD-TD -0013 FOR IIA7auui PIER IffGRTS REWIRED FOR THE LOADS ,' • Q • No. 6 6 .. TABULATED A ENE8703571 • • - 3. TAX EMT 01 6 REFERS TO OW70UNG AT 90EW1 NOT FRONT OR REAP,. . ' ... ' 1\T ' STATE E Q r ,ix .Kwrwsn r.uwt 4. ABOVE TABLES APPLY TO 168 FLOOR OR 144' FLaoR MOMS INDI 95 yr z 9 p : 4 i, olo ,, ourm I -R XIuu a SI EAD SPA131M 96 HADEMAIL HOOK Ate 6' WSW SIDE y .4 4 OVUM= (6' 0+1 RHANG WM EACH OF UNIT). e t ' • C4 ••• 1 e % 111 'r JACOBSEN HOMES 1» w`� ` "', � �' C.L.Y. DAZE. 5 -30 -95 : ,., ;• • j j, « . M +c Ano caanorm. ORAMUIG TITLE: lI J "— P.O. BOX 368 "" O° "' u Ac NORM. SPACING TABLES MR SAFETY HARBOR. fl.OR OA 34695 ► MIC 1 s1 DE MAYANS HUUBER PHONE (813) 726 -1138 apr co Coo z't Aro mxtEi repo on AD-TO-0012