Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
08-7896
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 7896 BUILDING PERMIT Permit Number: 7896 Address: 3905 QUAKER RIDGE ST LT#66 Permit Type: PARK MODEL 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: 24-26-21-0030-00000-0066 Improv. Cost: 2,275.00 Date Issued: 5/28/2008 Name: NHCFL1 15 LLC Total Fees: 175.00 Address: 3905 QUAKER RIDGE ST LT#66 Amount Paid: 175.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/28/2008 Phone: (813)788-3477 Work Desc: PARK MODEL SET UP BUTTERFIELD MOBILE HOME SERVICE PARK MODEL SETUP 60.00 PARK MODEL ELECTRIC 40.00 CRANDALL,RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 35.00 BUTTERFIELD MOBILE HOME SERVICE BAHR'S PROPANE GAS&A/C,INC. PARK MODEL MECHANICAL 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." CONTRACT R SIGNATURE PERMIT OFFI R PEkMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: `� Date Received: S�L a-v Site: 3g�5 €0 k £ d1 s± Permit Type: A oved w/no comments' Approved w/the below comments: Denied w/the below comments: Approved 1) p'JI( SI- cc SJJU ropb yqikcs sAil 6 € 5 e cnJ id€J ' /,/1S P e v r l This commenAhe,t s e kept with the permit and/or plans. �( K-alvin . er_p xaminer Date Con or or Homeowner (Require hen comments are present) + - - - - - •.• ,. • - - i i" I I iriIE .. i � •� f � � � _ l i I ...j ' I I ' - - - - - -4•• -j- -i- -- -+ I }. - f i t - -±-r- — i i ' + g ji11 LI is d I� t i `L= etz I I Efl RF)YW-a -1NT T Gu.h C_,.L2I—G'TQ i-,T.."C:T C fhtc? !4,T.'CII OIJ-/OU UUGV VI Ly Li L_1../11y 111 II IJ I VI''"%, ./rt'.' ' .... Building Department p 2 ,+p U I �r Date Received j u ( —v Phone Contact for Permitting D J 6 5 y 6 N C _ F L 1 15 LL.C Owner Phone Number 3 7 _ 3L 77 1 Owner' IllIllIllIllIll -ItI1t1 111111111 s Name p Owner's Address 9 I L. a el aG r` 7' D 3IO aftSQu1e 2SOwner Phone Number Fee Simple Titleholder Name Owner Phone Number T Fee Simple Titleholder Address /- 9V C Qua k l2/d C fi JOB ADDRESS S± e e-TL LOT#S SUBDIVISION Ma i�s�, k-s PARCEL ID#27 Z� ZI GIC)3O-OOoO0 GQG 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN MOVE DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM d OTHER i rvlo C TYPE OF CONSTRUCTION 0 BLOCK FRAME 0 STEEL 0 OTHER DESCRIPTION OF WORK Q✓�' I' `Ode l sef -� BUILDING SIZE 1 X 3 & SQ FOOTAGE HEIGHT BUILDING $ , 5 CO.° VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ ZSO o O AMP SERVICE PROGRESS ENERGY El W.R.E.C, PLUMBING $ 2[-v G ✓� 0 MECHANICAL $ JJ °c' VALUATION OF MECHANICAL INSTALLATION 2�5 0 GAS 0 ROOFING SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES QNO COMPANY &l BUILDER SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address 3y G'I( VGr h ✓I1r(U El 3 3SL1 Z License# O Ob p O'O ELECTRICIAN COMPANY R►c�h�d Crd, l SIGNATURE REGISTERED Y/ NI FEE CURRENT //,�Y Y/NI Address 5g 3 5 *✓ 2+ License# R V O(2 l 0 335210 � PLUMBERJ COMPANY A-f`feY �of M `' SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address O3y c� Zed \\s F 13 354 2 License# 110 000 8 MECHANICAL COMPANY ahvs PI'opane Gcz'S SIGNATURE n REGISTERED Y/ N FEE CURRENT Y/N Address y`l'/l fflIe., nd Z KA-/f,P 33S'1 J License# CAC D y 3�f`l8 OTHERP COMPANY SIGNATURE REGISTERED Y/ NI FEE CURRENT Y/N Address License# 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)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&I 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 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 bylaw, 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 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, 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(F.S. 117.03) OWNER OR AGEN CONTRACTO Subsc�r bed and sworn to f r me this Subscribed and sworn to tar affirms of re me this c, 44 lvta 'C b1 .f t /( IVICc 02 by len LSD.f U� Who isthtte prsortall1jflQW1 to me or has/have produced Who is/a'a personally known to me or has/have produced as identification. as Identification. Notary Public Notary Public Commission No. Commission No._ . ___.__- .,, Pu , ,n sc iltMDT Name of Notary ty d or st Name of Notary typed,printed or stamped MY COMMISSION#D0Sl 3O1 ' * MY cOMM SIGN#DD 616391 * * EXPIRES:November 20,2010 * EXPIRES:November 20,2010 `g+ de Be B°"WThfu U910►" �jATF OF F`oP`�r Bonded Thru Budget Notary Services 111111111111111111111111111111111111111111111111111111111111 2008074552 NOTICE OF COMMENCEMENT State of County of pas t o THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement: 1. Description of Property: Parcel No.Lo W, Motic_OOS 3-7s-I c�.i1Qj [\v'4. -Ze ! h;lls fl 335'12 2'j-Z ZI Oa3O-OOOt50- ooco (J (Legal d d description the property an treat address R a a Ma�esfrr, Oaks conu►tmlihi-Aase Cc. "sP-GS /07 /�z Tct C o.-1, % g 2. General Description of litrovement t•t v I id 5 e...±.-LLD Rcpt: 1181141 Rec: 10.00 DS: 0.00 IT: 0.00 05/19/08 Dpty Clerk 3. Owner Information: Name 5 L NH C F L f iLC- _ _ (o?9lL' Coo+e/backRd -/ a 3/0 Scottsdcje- AZ SZS / Address City State Interest in Property: Name of Fee Simple Titleholder: JED PITTMAN PASCO COUNTY CLERK (If otherthan owner) 05/19/08 0�:24am 1 of 1 OR BK 7840 PC 184 Address !. r I City state `•, ,R 4. Contractor: Name Aj)e1A41+ ✓�l QJtA 63 Gall Blvd r- i Is F 35 IZ � Chu h 1 � Address CR State 5. Surety: Name_ Address City State Amount of Bond: 3 6, Lender: Name_ Address City State 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7);Florida Statutes: Name Address City Sate 8. In addition to himself,Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement Is one year from the date of recording-unless a different date Is specified. I Q O Date Sgnature of STATE OF FLORIDA COUNTYOF___ , CO /�/) The fore g instrument s ack owledged before me the /"rac1 2040 ' (date),by -ef 1 - -ec (name Vperson acknowledging),wh s persona known to me orwt'ro has produced (typ r entification)as ident cation. Seal: NOTARY `',."•�::�k� TONI SCHMIDT dv1pc053048 * * MY COMMISSION#DD 616391 EXPIRES:November 20,2010 Bonded Tha Budget Notary SaMoan STATE OF FLORIDA COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING►S A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUELIC RECORD IN THIS OFFIC ,. IITNESS MY HAND AND QIAL SEAL DAY OF OF CIRCUIT CO p� \A DEPUTY CLERK x y •e mt cam a ) tj c Tr IU L . ____ ___ p ___ L8 T:'9k� j2 {ett1 15.46 4Q7&2,31 UMW •r. e ofarlda D17AR1MNT0F �IICI S HIS Al FRED a oxen.rn F. 20,20,02 Mr.1 ext .Mere,Piisseaxoi►aL Manner Mane£ cd Hou ig 1omadation SYstoma Oliver Tecbeologies.mac. Post O1 Hoc 9(467 Swan Avrntu) 'E3+ohanw&k,tetucaeee 3*462 Des!Mr.Moore: We wish to Seimwitcdec r co ptof ymtr açeciena and resat aiifying �rtr,r Longitud5ai Bttbfliz and Buda SYst ,1101 V,Beamed bolow conçlie with the apecificatiO11 andiedat ca setbythaDeps of fli&iw ► Vebilee, Rules i5C.1.0105,15 C-1O101 area 13Gi.0lO$,Pl da,l ra4!'1L43W'Code. oe ,asz:must be aysMable ate inetllaiion sib. DO 1101 V Leegilt�u�d*aftl Stabilizing wtd Latdt's1 Brr c ng Syetet Nor fldi system ia,jbr replace meal o,f tongth dtnal anchors its,system can only be used with sidsisnil zmchGr iparfkg Qf 3`4". Maximwn strut angle 4S° If trout bave any qucsdon s,pieeet advise at(407)623-1340 Sine ely, Phil Bergelt,Propam Mar&aepn Bean of Mobile Boma;and Veer anal Veblole Leo tivislan of Motor Vebiolea FRB:s-b f/visio1 r fl.oUA nicm 'Y 1PAWXoL • D11V=t L 'MOW&v t1.t8 `ADM r pc I OUVER TECHNOLOBIES.INC. ' '"°'rnr, FLORIDA $TALLA110N tN$TRUCTr 1ON8 POE THE MflUfl Ue't'We'Is1ER*i.L MOO#.1101'r(STEPS 1-15) LONWTfdDNWL ONLY FOLLOW STEPS 1.9 FOR AMING LA IAL Afar:Pallow Slaps 10-10 FOR OONCR$TS APPLICAYION S:Fefew hope 11-19 w *fWP wens STAMP 1.$1PECtAL CIRCUMSTANCES:if Ins bllowing conditions occur-STOR! Confect Oliver Tecf1noi'oea at 7-800.284-7431: a)Pier height exceeds 48' b) Length of home exceeds 76'c)Roof eaves exceed 15"d)Sidewell height exceed 9(+ a)Location is within 1500 feet of coast 2.Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C). 3.Place ground pan(C)directly below chassis 14bearn .Press or drive pen firmly into soil until flush with or below soil. SPECIAL NOTE:The longdudinel"V"brace system serves as a pier under the home and should be loaded as any other pier. It is recommended that after leveling piers,and one-third inch(113')before horn is lowered c omp'etey on to tom. pi steps 4 throjgh 9 below then remove jacks. INSTALLATION OF LONGITUDAL"it"BRACE SYS1 M NOTE; WHEN N*TAWNO THE LOH®IYil INAL aysiavAU A M Il AN 4F 2$YBTtS MR FLOOR SECTION 0 REGWRBO.SOIL TEST PROBE SHOULD BE USED TO OETERMMME CORRECT TYPE OF ANCFION PER SOIL CLASEWICATION.IF PROBE TEST REAONGS ARE BETWEEN 175 3 271 AS FOOT ANCHOR MUSE SE U$ED.IF PROSE'RST READINGS ARE BETWEEN 570 A 310*4 4 POO T ANCHOR MAY BE USED.USE GROUND ANCHORS WITH DIAGONAL TM AND$TA*IU II PLATES EVERY S'4".VORTICAL 1155 ARE ALSO RIQUIRiM ON HOMES EUPPLM3 WITH VERTICAL TIE CONNECTION POINT$(PER FLORIDA REM). 4.Select the correct square tube brace(E)length for set-up(pier)height at support location,(The i8'tube Is always used as the bottom pert of the longitudnel arm). Note:Either tube can be used by It lf,Out and drilled to ienpth as Ion as a 40 to 45 degree angle is maintained. PIER HEIGHT 125"ADJUSTAB(.E 1.50"ADJUSTABLE (App:rx.45 degrees Max.) Tube Length Tube Length 7 3/4'to 25' 22" 1R" 24 314'to 321!4' 32" 16" 33'(941 40lo0 ' 5. instal(2)of the 1.50"square tubes(E (18"fube})into.the"U"bracket(J).Insert carriage bolt and leave nut loose for fins dcalsbnent. 6. Place 14xaam connector(F)loosely on the oottom flange of the I-beam. 7 Slide the selected 1.25'tube(E Into a 1.50"tutee(E)and attach to i-basin connectors(F)and fasten loosely alto bolt and nut. 8. Repeat steps 6 through 7 to create the"V"pat;Qrn cf the square tubes loosely in place.The angle Is not to exceed 45 degree and not below 40 degrees. 9.After all bolts are tightened.secure 1.25"and 1.50'tubes using four(4)1/4'-14 it 314"self-tapping screws In pre-dnllad holes. rHE MODEL 1'101"V"(LoworrUDINAL&LATERAL.PRQTECTIONI ILEINATEB THE NEED FOR MOST$7ABLIZER PLA1ES A FRAME TIES. $01'M THE USE OF THIS$Y$1IMI REQUIRES VERTICAL TIES SPACED AT 04". FOUR FOOT(41 GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SMCIFMS DIFFERENT. 10.insta6 remaining vartioal fe-down straps and 4'ground anchors per home manufeoturer's Instructions.NAI'E:Centerline anchors to be sized acccrdUg to sal longue condition.Any manufacturer's specifita Lions for sidereal anchor loads in excess of 4,000 lbs. require a 5'anchor per Florida Codee, 11.HATE:Each system is required to have a frame tie and atabliaer attached et each island arm steo lizing location.This frame fie 8 stabilizer plate needs to be located within 1$"from of center ground pan. 12.Select the correct aqua,*tube brace(H)length for set-up lateral transverse at support location.The lengths come in either 60" or 72'lengths.(With the 1.50 tube as the bottom tube,and the 1.25'tube as the Inserted tube.) 13. Install the 1.80 t-wsverae brace(H)to the ground pan connector(D)with bolt and nut 14.Slide 125'transverse brace Into the 1.50"brace and attach to adjacent I-beam connector(I))With bolt and nut. 15 Saralee 1.50"'transverse arm}4 125'transverse bun usUo four(411/4"- 14 x 3W seal-la oina screws in -dined holes. OLIVER TECHNOLOGIES,INC. TLlaphens:931-55-4565 .Iwr 'l4M0.2B4..7437 Fax:931-748.351-' Pkc. 1;nisiW1101" 18. A concrete ru rier.footer or niab may be used in pulse of tr•.a steel ground pan. a) The co+xaah"I be mb aim 2500 psi mix bl A concrete runty be ekhw longinrdksa or t.ensve^se.And must be a mtn,mum of 8'deep with s r6rJmum width or 18 crates fottgbjdkte$y or 18 iii a,s iriettdvrxre to allow proper d�tance between the concrete bc't and the edge cf the c0naste(see bos w1 e) F.xters a^. at have reitdrtu to eurtac a was 01441 sq.In.(Le.21"s tare),and must be a n*limum of 3" . d) If a tug etab is used.tuts death must be a d"minimurn. )eceJ inapectIon of the system bra :brats eion is nor ma".. oc:tera must shrew for et Isestt from tt b rorcete trait to the edge d tna concrete. NOTE:The boetom of AN footings,pats,slobs and eunmm must be per tout(trriadietlon. LGNGITUDINALt (Mada11101 LC"V") 1?. ei Pad Onply ieSIai the bracket in r+immir+fo r OR iiThan inalai a In cuwu can-rite u n?art tt >!ot..ta.cPca f&vaetl.The 1101(dryeat) bracket is Atwacltec to the concrete u 5I3'combats v edge bo is(S mpeart pert S1623U(i 5ar8`X 3"or Pceaera eq iva!ant).Pace to CA bbrecice:'n desired bcstkm Mark bog tide Iocatior&siren tisi.'g a Sf8"diametus' meacnry ant,oil a tt01g b a adnirrs ass depth of 3. Make sole all duet and conorets.,s Wart out of the holes.Peon wedge boils into dlkod hole.Cheri plPct 1101(dry sd:CA barker oea weep stout and scut wedge bait nuts. Talcs a heraner and lightly drive taw wedge boite don by hlIthig the strut(rl W*w sere not to hit tine u-;?of threads co bola The ia belt rea beet or blow the ten by ti herring ARA- L1lTERAI: dal 1101 TC"Y") 13. For wet Set(past C 1101-W.1 .CA)Irigitai ors s:ply*rsletf'i'e anchor bct±into to ere doter.For dry eel kaiatetor(pest#91vg-t}TACM crash brA hole boetions,thee usitg a sir6em :1tee0r ey t t driS a hole un ar:nirint,rrn depth sat 3" Make eta:ai o.at and concrete is blown out adte hole.Ptaa wedge boles tlmcon pert 08162.30014 S 'X 3`or Pipwsrs:W;isalet)iktlt!(0)t rslo clay transverse connector and hits;drilled hole.If needed.take a itsvvner and drise the*ecge bolts down by ttit0tg the curt(rnskalg sure not m nit 10010001 threads ors bolt).than remove the sort.1esesof nonr> Ie va bait ne�eds to rase•er below t m ou soli emnaetlt. 19.When t:stng part# 1181 ClN(w ;or 1101 C`1R!(tiAraet).ilttotr par seeps 1 i A 18. Notes: 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE 2.* FRNv1E'IIELOCATION heddsb beIrcx Chu in18loosed.a (aatcruradB) a Je 1.�X'.ATIGN ]FLOIVOt��D�VA HRACNG ONLY 4 IRAFG' M3RW&LON 111)P PL LOCAfl lNS REQUIRED NUMBER AND LOCATION ION OE MODE IIL)1 "V" OR 1141 C '_' ALL WIDTHS;AND LENGTHS UP TO 52' k • li a t ii TT. H__ ALL WIDTHS; AND LENGTHS OVER 52'TO 80' I s � o � ;• o 0 0 1 ��, ii 1-'OMES WITH 5112 ROOF PITCH REQU'RE. PER FLORIDA REGULATIONS 6 systems for home lengths up to 52'and 8 systems for homes aver 52'and up (O'. One stabiiizer plate and frame tie required at each isteral bracing system. •s rctenra ,.utld alt i '' 2 -- - . .. T_. 'a adcm azs9pt wtit+K '' - ' harr rwbt[a +'t '- 'f ' 1t'@ .e'iSGdA �L .J T "b tr -".pit .N:�.ii�j �}t�' T•wt toptaoe9 raQW0 a 5 4 WbSO� at,aar.Par Fk"ft G !• .`��� f N-Tersss�erstt str+ �, f �- 1.J f .1 r 1 ,�, t--""� �tow I M 1 ' / !r i �' D ( .ND PAM CONNECTOR $$'i a J/ IJ BRA(ZET5 TR VE S'E 'r E+!I�ESOPING V BRACE nBE ASSEM3LY WI�.5 SOT- ' i" _ �J-ntrrrx,7 Pae TOM TUBE AND 1.25 TUBE j .a cs INSERT , ; F!'V. BRACE i-BEAM CCNNEC- � TORS RELY N. -'L. .-'7 E-`V` T: t j -4=T`.:E�T�141�9VE SE 1 T n xry '" / 1F ARM AS3€,ABLY •., -` r r=' sa�om r f I s TRM VERSEi�1 M 1-BEAM Gnrum�F: ^, QlUA1EC1171T ,1=V RAN BRACKET Model# 1101V 1101 "V' Langit da aer►s�.e=r tttg part A 1'101 7-C-PC ► Vw*i bracket P# 1`t;r1 W-CPCA 5 ia-xx:rt Moc1e11171 CVJ sncwn »ts�a tns; - AU comm OR eRa x r Model 111 CVW ��_ not shown iatoaa!=onsowxa a o'«r� f�` a--• C.r�c�Ta gOMSAt NNER cesc saAt 1112y=•!: it lt' . ' ' -tt 'r—_ Wr�Eu CXt . +ERS! iktptors mm"vel"wma / i j ' LrC31+i�C1r1Ft(C 6 with gals 5-t 2 x 2 E rsrrt+taclvv 5 tD 'd r1'r � a ;( __ c�a/tl�ll/Bp�e�LyO &fl..�)star llCl�'9t*Vp Ti•8�+sabRe aml,LbasT 3:9 T-- 0i2 i.{°P i !iG S Tr EQCOT-M J BRACE' Ibrstt Xls e 5 s+rltar. .'� to-*'x_t^' , • ;, OCT- IpmPLrdarede . rte'. ;r.-TMNCaaE!n fa_` TOI►�Tt�3EA!![31.LSTU 1 Tosi5.t51 ' ,' cr .s' . *>) ; INSERT -�' -f/r.' �'' '• F=''P 9RXolr i-EE,4w1 C"NWCTOR ASMUB.Y 'i ` P' V r ti �Vtitir a-1ITx4' trl eWt . / :�+ .:f J-CSrf•Gl1G t-:'1f'araoe i•DaET ` / j� '' ` a1 t�— rnT�R1G s pA.NSVERSE AT axoenlors :_ ks-WALLY 'a I RPJ�I+u'�IERSE ARM I-BEAM CONNECTOR , r` vu gactC 5.•112'•*2 112"c antsge L>a?t = Srxit) r E_ Tom( . i c .i=CONCRETE'4''• BRACKET cannactS w4h � � � tlottlt:n!15`1 e 5`1t x 4 cariegs�oit& fl i> ' -•a ml # 110I C" —. t nrM TECHNOLOGIES,INC, T•%epion ;Us1-7 -4 1.BOO-2M 74'7 FOx:931-T'6-S811 www.OWgRevh'v Wj4-�sn+ _— s zz f _I_H - -v _} 4_I_ - H- hr f TIiIjI __ i '► . . LL i 1 f T j• 4 TJ14tTTT - • @5/14!2e&--;, 15:Wti 813- 33-340 BEL d-,_T E ? GE 02 _..._.____��tI�C £"i1 SAY. a_._ _ 1 ^- '� $$ iIi iVi 2. iI- ( I _ _ L I I - - ------- - __ `Sr _ t J� 1 f ! M W K d u '' v i ! »3 d if 7i p� 1 ► `-- ? t t i i i t i i 1 i ` 'fl m N r O Z ° i S - -: + +--*i N N m —4- rn i i i � iiII 3 tli rib ° 1 i 1 3 iLb LE L _ g m eQ ? f a i 1 1 ? ! i� ! - f ? - e-'j t ? o i C- 3 m ? 3 i 0 J io 0 . o > x 3 1 O d to a Q i ? ! i i f c o• if1 - p - -1 • t�' 8 rn 0 iI .-ice i 1 i � V -:-1-:-:- f , I �i►��. m r y 0 - i1dduI - O. t!) 2 2 Z = Q 3 3 m m S m m m = U. P 0 �m` m v mmaea M m 9 na 5 am• '�� v m a m m m I- Hillm a v p} �4�fQf4fL2 O �� mo3 D C �Ii i jdam : 1 ,m�� ! .- ,� a, I�! i i 1 - :a :.; Q0 1 i" I i.._t.J tl.:-.,J.1 • i «' t1 I" _ „ r _ u S! i. r, . 3 a t N + "' tU ! 1 -1 :1 f f cc1 , a. I E t 1 tk O III 1 1 1 1 s 1—,n l 1 l.-i _7 IJ ! 1 1 1 1 t 1/11 t Il t 1 1 !. N i iiv 111 [O ti ` N .-. iTt A 5z1 I-+lwy '4'-2I'-+1 M i ' 4'-'411% {.•'-% i t 1 t t. I t t — A 1 -- 1v'yA1t 311 yfl1 AIL C ETh' I i 11 4'1t - a , i 1 v _ 9m m m • Z yS- 0 ohm oS fft N '" y r Zi NCB S� o5- cg v m m caPrPY5 LnIn0 c-o0 Z x >< m9 C O ¢1 �' N N mM3L/ 01al W N r 0.0 jl� 1 S Nm O O (/V� m O G 9}-4-, mo 0) Q 00 m ® 0 P m 1a ° cue 00 a m v O� .y-t 'Ll �'• S y y m 0 m Z 8 v 22 rn .,W m_ 0.0• o m 0 m fJcn3 . y 7 CD -4 y m C a. ii I 54 j ; '— I 0- cc '� 3maiy P 0 O Q ° 0 ° D O �cr L 0 CD m S 0 ma A w .ow� c S � m = c 3 > > > z ��3 .c � ' 3 o tg c o to m m ° 0 m o_ CD rn 3 nm y . c ° v .a0 d mm3o D= a CO a G (mH .�p.O x M 0 CD I fO o - rn CD pmd0Otn -nm--9 -v--4 o 0 S— �� S -�- o c m $ �. � �(D 0 9Q ENO CI)my Si w —' oX) � c a C om � am m o _-�a ci ° fit n y »m .� t7 m 3 " °'a o o-�c�'� ' a v) n CD � :o ovssm 0 =0ppfpD� coo —i �. <�O � m.yi CDapCL dh y0 '-"O ZA0w - -n-n m � e0) m m .�7p.<D . C q o G O.O 0 = m J C.m N S.►...« CD m o-»C. --(D 0) '< 0) A3mmo n 3 C� perp'-_m tin C ►g ate a ►�?O 41 03HL 00 kz CD 2� -<.ID � �� E 5,n = sod. • m 02 23=0 y Ulm = 1 rI I I - g 0. � N D o o 0• H a�� '^nom O m �• Ny y � yy-<LI ° m ydL7'p'p d m N d CD V CD O ! CA3C. fl? S �' 00 < - fit 1PW saz.i.7499 aZ V*L W3 "+grin OWVE' xaa ' 7C1id) tUW IO1JI9NOBL4.1G �A�3o'�I�?�� • 4�=f�td 3 OKPues Qi►f t•£Z9(Lc*)b)Ix a aw7d b "iq uo 3i Y1►' ► ings iRrnvJ*VJY '.. gjb Za;.•isds.40sixns ate 410 tlD WaISe[8'S Sys jr*pXuojJg 4wwvMda t.1oJ w iji4'spj '9101' asaWj pia ITJq S PWUW $p°1 A 101 I 1 al";t"aq snUZ RGpflX d�R qpc+►�a�p1rY bplm?r '$010 FJ5Z P Lttl Y i `≤0x0'1-3St ØI' `0% A P 'S two fi� AMA ►wedw AOt�R Y A t w qs • :ouoa'j'rye Z9WE LL (ntir3Ly ►►S 1.9i►?b =00 $ 4S UDA } Q epp0IP c4VI qua?„tgL/€ Ica^• L�� z-pez'oDg'I> S9IV -L ?•a+ogd L 3N1 * 11iO 0WII43 L PJ1O ! .nu puss;p4 4M(1)is 3euUa weegy ueo4Pe QI q o e pue eeea4.b9'i e4l o u eoea4 as�enzueA.£r.ep 4L -rututf!O 4t1M(O) eauuao ued PufOJB snit of(14)soeiq sasensue4 Oa'1 art liekeu! 'EL ('aqr po;ieaul e41 ss ocru et(L pUa'atn3 iuo q a0 tie egrtf.AS'L et q ) 4i usl 2L ° .Q9*(2O u!eWOO 81QCUal a4.' 011aoddns W esaansuo IWele1 dn490 4fue1(PI)aoauq egni wuntte ioouoa Mu Pon 'n 'ued punojO.sefuea yo uioaj f$1.ul1Wn.pel8001 eq al upeou ød JOZ Qsga e4 W .9 e141L U09a0OI UZ1I0OW tWO Nub!409}s PS4OQ31 Jaalfg01'puiWL eWVJ a$A94 02 palmbat a wawa cps -iti ON'It 'OPOO a iqd ad iopue.S a WIT* l eql og0'p 10 ssaaxa tx spao!aa.pi a fOiuep�s o o V!Mds s.JaJnuooJflUaw AW'u091p+o end QOB 01&4P pass act c)ssagaue OIJIMue0:MUM suomrutsul 9,.rouigoeinuvw sum no snot oue puna6.t p*sde.4s a 'Op-oq Ieo pa*8u ut*wai gsgsui Q, :LNW*MIG WAl3id$VxVAL*VLANVN itMON awi.t HM tfiiti aim is AVN ilci3NV GNno'lie 61')4009 fitt43 .f$dV 033VdO S911 rYJuPA OMM1f1 1OL*A!$*LL dO iOn iH1 lLOM ,Sall gMV 4 SSLTh Ps3Zf08V1S.L900 0d Cull 3HLSi1VNN"fi(iou OJ.bfid'11Itfi3.V'1 e 1wwlan JosOr1).dtr W1L 300 914.L se!a4 ps;up.od L:I 5M$i JO 8uldd$--s wt x p'1-.wj.(p)noJ LLM eopiu.o i pue:9L'4 e.in3ee p0U0 l Ell ase ailaq!p!JOW'E3 $aaiHaP Op MOj9 Wu put oai8ep Sp peeaxa(4 tou Bt ague 941 tom u ttttasaot so e*nnbs eta p uieied„A„et alee'o A L 46n0Wl 9 idoloisleds►a 'S i0L pue 1toq L:W% dys000I ueWsy pie(d)SJnl9eUU0O w eeq-!oftlgnl..03'L 6 01U1 3)e .0rZ PWWel09 011 iP2S L 'weeq-1 e41)O a6u,g wopoq eq W tyaMtoi(�)io ouuo:i wa*q-1 LMa')d 9 �f dN/ n� �M�y�1�� n 1�����afp��u�( 1p1w� /� �M / �1� �y �p/�y� mow• �n .w�a tiuvn�`4 asoo� easel pus 1104 e601.lao 1 eou (r)I��1t+'��l rf!r a otui({aqn LU �)ear e.*is.o 1.an ( ) mu " YUr LI 02 1f13L rQ1r jz r34(4.w z MAW-]eqn t 41 ►19An1 ('Xep)9ea168p qt xo. dy) 3,Ev.Lanro7.Os'1 3iidiSru'ov.9Z'i. 1HDI3H 1331 i -POUKW &u i!SOUR sweep 5Y m op s so".wA ae of papip ous}sit'j1 Lq peen eq Li93 acpif J4t3:OWN -(uua taus mtthao1 044 W pad wcioq a4)Be peon SIceM1e$1 eqn.41 sua) uo eoo Joddns fe 1401st(raid)do•fait XW Lg"ua1(3)aoi*q Ognt 190bi toed eip P"M'' ('as VGeifoi aid)UNIod$03Nii0O 311 IV*U 1 A Htu iM Co'kWe$30014 NO 0imir W 0*IV NWV NLL IVd U MA'a$0 A$PA*li1V7d 1i1Of1*VJe GNV IML WWOQVit)KUM 0110110140 WUK9 ion assn is AWN dGi13NV J O3 Ir V OOtV'o as NiOM 1i0.=V 9OYoava'til 3Aii1 aeod d)'a 1 is Jiff,icsomo.food e yea M S!1 ? 3M130 iWO SWOO iM.1.03± Id dl'MOWf5Idl00019110$Lfid$0143119 zO WAI iaiiio3 3NINtl3A30 OL Ci$tt 39 InAOH9 sod 3.#81100 COME*$$114011000$001d NOd I A*Z do WWOMw V ill00IW 7VNlafli*407 SUL#Ne71VL$M 0031W =3i ON 'scae}avowal u941 MC$OQ a 4fot4)t edao*dWO sid a; uo kstadwaa Pe01MOI e!OW04 ageq(rt'JL)40u!pi14YUso Pia 1J0 d 6usAw e)eq%pepueWWoaa$1)1 1Od a os papoof eq plroq puo eWO4 e41 apun.ie!d 9 e0 ssauee wa;aule eoe q q„ISUPn16uot euj.'-ILC M ivi adS 'ft O9 M0 5q JO 4AM 49'19 I!tur,Doe OPLI.4Wll Ua4 eApp aO s9ald• .ueeq. s}Sam p Maleq Alpi,Jt( )ued punoo eoe j.C ( )uu1 punci 400e ioj;10 I:uy eaodxe of a.asnbe ;oc oml eteiulxo dde us u!epgep pus spec a�wusaa' lsso 3a leia}ON f,U144(M s!u0)e001(a .98 I»xe*46151.1 tiea'ep1S(p at peooxn eaAw Pxd(a,9L sipesscxsi**:sou;0 WOW (4 .Bb s peeaxo 14ae4*Id(e lEY's->yB�1708-! 10 a outJ9<tL teulyo wO3 icsoj S-in000 sui0p puo0 OU!Mopo;ssut;! :990WISWfI3aiO M09CIS t drrsV stl'ean8 Brut Mus Otis ad11*Aioges/:SNOitVJt7ddl�tA!>!l3NO3 NOd O"t Sam MAW:ip v IVMWI 9IGGV V d bK Od91SAM017Od iit7l4O 7VMa!11t0Ni07 lssi-L 0daa,9)..A..La« OCMS 8111 1104 ONOuan"0 U NOLLY11VLINI va o1 i cur ur»x!.x 3N1'S3i90101HJ91 N nf0 'uwalcAs buOejq }2JeWB; WOO le pajtnt1 i a%awe4 pus eWO ieatliga'ls ouo •,o do pus.Zy ieia savoy.oj swelsKs; 9 pue,7S C4 dii s4�l8ual away jol.aww4sds 9 SNOLLVlf)J:T!b`©1O1:1 i9d fO-lr! N i.l.ld IOOH I./B HuIM SW 0i1 1 r � .0901.Z lAO SH,$N91 ONb SH1t31M";IV I ; .zc o.i do SHJ N I QW:SWSBM 111 .. _.. Ivour -�-I�wcansvc���� a1 ' c4ai4 NOLL - • -z 9ZIS 08 -IYrlOY 3I"I-L SI gSOH I0 H.ON 1 •i 'B5 8 SL after nd rte+!1IoAJP)coo 18 4 Jo{ )wwX t06t#ied 6usn ueUh1 6f V:-4 ua tp4 ua s +w,p doi 6V; uu wu sins& i3 nu o wop a6p?+►eq M iiqieg P* wwq 0 eis'P___ #'alt PWW*p pu io4avuwo ea.**taz4 Szp aE .'X,.&6 I:d0l t$Ip iM r+W+t4 lqoqa !d'Wi A a uq s{ srx,00 pue so re a tsgeptl 1Q gIdap t* w a 01 a @up iq heaw wap,p?5a&in ui# =q qW4 *Ww i��d�tt-LDiL , ) oesul cat A* ayaI n ns Il0M Ag (YJ1pt rLore*'ed)des Ian,od '8� ap•.0 6uNejt ; q 'uaq u3 Veaep P C'ci tea.W{R Pu sLrp w M1Diiq.44 up to oq a atg ai A4ij pue a ell •1nu puq+ W p-.nijq a@a a s ;P*Ag*i o!1 3aspd u'aaiw P3 P uw! ORA Si'neiouacs ptat P LI'I i:a t 4I b a 11 uosaw ,n)ewa p..Bls a tk! u uuo a epcl#am pey t q*-Jq paue us yp a s j t uIia d X."HOO€ 9 LS ued :S)s1loo Aj 'A 5*flN +M at tre+iw r sI vapaa,R OWAO)loci LDL 210��ut 4${1:7 !!4idus�.TcGC : � 'L i wt IN'O) 3;'lvNwflJ $o1 -LMIMP aw+1 deaot.rad eq$snw*�auun.t Pua cga'It' pad£ UOOI Na dO uoA1oq 5I 21fii'�1:�o1 sic st{}wOt1 ,y;R831 i iCs 'et{irAUOo at* 8g9 1 ara2 � "paaltts�wu m uoq :sSjq u�s1{$ast#3a� su'ta. eC w u1usw.t a Sq;sntu V1d+P ow'ps$n tl+ern¢t{ I a 1! (p _daep,81a w uslulw a aq vow poet (ajerbs.LZ'a'!)'W'b Gov#'n awe+xra yM ur wplw emq is uu s,gaCq {S -I,aaaq )a1arouar swi jo sOps s Piwraq eteiocsao 5t5 u q DUeap,sdoid,notp a scxaaami;ast AaI4prq uo! sa,p.il$1,to+fin um►uurmi a q w,deep.9 jo wnwi.lw a aq;w u pue'aslw+auw .o pauU l6utal*q .s4 isie,..q►t:utu a;s auaa y lq nw lsd cE wev. 4us eq I ail (a 'ued pta10 Isa a a p amid L1 pain sq few 5J0,yotg J$uURt asuouoa y 91 : 4"°r" .L ^.9AC tIlv*ej& xu $MC new, X198 Rt�t-t 6;xtt Lf.^bt i+SZ'IyWt S3SV'96t'c 6R' 4d {cj 3NI `SRIOO1ONH031>3A11O �fv tV {U ;13,►�a -'►.:13a Ti' _ �' '! ,1 �.-3 / 1- t"- I s l pa e6G1e L 2 x 2!L-it aprA+finevuoms J, IdIIllO Pt-1 YV2lY3S A3A9Pttd3 ; z � r .,�, ,,•' i`1L'�f 3S'.3311SN4�iS `Jtt►dC &3?3s = ! c rest. `t , _ p x tL $ Il+ } 9.i pp p�:-¢ a 4CQ r, : ', I' J.'�t+935SY 2f 2'73IYt3t'3 iMd3s3:30vw 10 i !~ ,''r ;W-4ss.AA.-w.l-4' . , 9War,ip!?dl:tdi `'K JIlA r a agibat 4ti1g0ii alvi�•,-711,.1—t L.{ � i :L Wll Gii4fi.'li�lj - I {t ?,jG 981Y:i9i WSt�3►i i ll:h2ta:13L• - —I-' =G • i. ' •' -'= � — a w�v wxw we��e wawean, b3N it17d�11:#31t1 132tJt i�YJ= • -+ P a i I°as Ftw 3w +ei ,s'' v+tw.�.r ar�.atIloo app,, UMOciS�Ot{ MAO f.O R f POY s? o er 3{uuo na 7ttM Q�9 2dCa1t: � {J>+�1f8 CHAD 6C 4 IapoY1t .is:z x.D& S u 1 `a{JdO"AA I rJ i t �oPRiq akv.1ouv4 • N4tilai'.iY+ic*':.? - wt�a�axtIlIla{ht ��8Rt"III�LIU� kiC1,i33Nr4OC <,d -4 :-4- lam`' r> W1 W1t39'S M—y 3S?3�VA•SNvH1=I r O4rOD t8- I 38f12 +s�'4 JN1►36�.L%YC1�t w4 c xnG-r I 10€Ss IM A .YE3SSY 3811 . �' -4 ry ► 4" i'"J - 3rn!�VS�A JA-IdCO93"i31.3 :tuG,.,.e{aa yY /r v ,, r, 3Mis�iU1 S I'MAOVM I'• .uas4'f 604�o J.:y 3 wra estaas>B i- eksr9 �li Illy•�o+ez s 1 s r .&s antttw caoetaot useK.L • } 7!�rp`s l:lt : t -f tmm""V 400*ft&ftL YQ 1DG'1�.1a 9CtY..tM L'�iiN,: i :: � � soars q WVS#m t f'x +X::,:,`T4: • i •- 'i` a-uCti v,H{.13, 1' -' +i+yrw,tslcas9 a+ ;ay ..Il YQ fisxaac'axntat,a —_ . - etxo�a a 1 It -rTHTrTii i C ,— .. o -►o m - - �� - i •- _ N N J w O Z - - - - — �c cam T —i i A i-iiiiiiii. i m • : . i TI +— t—. i t i i = z J 0 ' N —^— i i 1 a •►O J p ? m £ of 3m d J _ O n m Q _ — i--i—: N . _ 0 = = Z m K �m m rr a �• o o o m m c R J. m . a Q u m (CS. W 9 1 A W m m m = -I C QCQ 7 n < � � �t W ICtC0wt0hF y D. a. �• N' a m y v c `tea O N•m-� s�� a( w m m ^N' X m ❑ ❑ ❑ J nj W w m .7` Z NO � � O m (") iC W C) Cr m ?G - 0 �� m �N� W co J C �� �.om R m n J m m N tD m n Z m y� P z o m d � s -� o 5 f• m o m N a m m 0 x \ w J m ? fA m N 7 J (� �' N N k m O) y�. N T1 N CD jw a �d v 1 p X Lam\ O N m 8 o C CD r-cn =rmOa a � A �xV 0' a NN d O a N 07 CA �1 m _� � m �� � z xxxxxxxxxxx V = a man m cn 0 m rnA ❑ ❑ W OO N m N N CD J C00 L o 0 0 o CD 7 7 ., 7 O 'D 7 7 C) 7 Cl) .y-. S m CD CD n CD CD O N Z M CD S g � � mCD Om ni ° CD g 7 O a r ' o �.D N c _I o m c) m Z Nm a Q (D= - - m 7CD x x CD C cp W N l}�v` 1T1 � ^ ' y =3 S Cl) = N 0N'a SLP .. ' v\ a� W <CD 0 me ` 3 O -4 - ovo IQ -, C -1 I 0 I(� g ° m CD C Oo . ml o -,w � c n, yOm -Oa•2p m m mCD CD - wCl) mg• D CCi Jm CD f��D 7Q 7 - CDD CD m o-* DD m A m °«--C7 CD _4O aOr Cl) = Z p m � ammo mom c ° 3 m CTm •� m w m -I m o m3 O � � m3 ru, r. ° m o , m v c m X 7=joy �� vi nm w O _o ° ° • 'D c3 S q m s a .� R 3 x n asmm ix CD m cc çs. � 3 20 t��, 0, oo a 3 o j'O �•1O C(D O� 61m 0 (D R) '7 N Q C C) fD 7 -" .S -� r m 0i CD a °) 9 m m c ° a C m c o m _C �I O m O Z 3 7 7 Z 3 ? m o o m (31 m 7r ?;r . fo iri m s 7 Q p 3 m O �i 3 y. 0 CD m 3 � a� y . c m � m •V �0 O a1m � 7 7 7 00. P Q O I n 7• Z m 7 7' -.� DN y 2 m CO �' Co x 0 x CD D aoa, o 0 N C p in CD 0j11 s ,� y. a o 0 CD m O Om0M0cn 21(l)-i 0-t o v 7 - -n X 7' 7•c C 'a ^" 00 0 CD CO) o ° Doi CDr«u, � -' C,)g 7o v) �_O � � �� rn '07! 0m7� O � jQ 'm"' 7aC. O •o.<•C•G 7Q rn a �10om� Sin° -h oo a--•o•o•o � o -1 '� DJ a O o CO N C•cmm <D O = 3 < O � y. mmQ. ca0 O � �Dm 11 TI Ti � N m a) � w '. NQ � Mm•C yfD0777 -=, p3j d O yN ma m N0) y CD N � 3CCDmf(D 0) .+ C pCD0 W oN Nnpp) N< 1 I 01 IC G1 Ooi min _= 3 I __3 O CD -CCD O 7 00a W S7 m O 0 m Z 7 c m �* (D "- C4 = — NMQ•7 — 7 CD0m OdN rt� 0 a7N Q. ino� Zg . W m tC -., o mo m ' vi • 'rammrmr 3 A ID � 2 oyl o � -mi m o cM� z Cr0 ` - 7 a 7- mZ o ' CA moo ° I I n G cn D o °Ic m �p .� I —n•O my < (/)CI)p) rZl 7 -C. 3yy j � NCDI CD(D I C, 77NOOO 0 �D NN -o Cl) a 7 m t7O _ Q ? m a m w c D `° ! CD m 0 ID C <a O N CD .a d 'O