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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: + f DATE FILED I PLAN REVIEW FEE: ®� RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: f) -- / .RECEIPT NO.: CERT. CAP. NO.: 1100 n1GC ALLpG INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning -_ 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 { By 772-462-1553 5l, Woe County APPLICATION for BUILDING PERMIT " CERTIFICATE of CAPACITY/ZONING COMPLIANCE \PROJECT INFORMATION / I. LOCATION/SITE ADDRESS: 2. PROJECT NAME: Spanish Lakes SITE PLAN NAME: —Coup ry u i la e 3. PROPERTY TAX ID #: 1 -4n 1 —1 1 -, — 0 0 01— 0 0 0 / E�' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East % of section 1 township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.):s LOT DIMENSIONS: OBI 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: A� 11. SETBACKS (ACTUAL) FRONT: BACK: k5 RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) @;] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: �Q� J 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: ' $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne BuiWing.Corporation ADDRESS: 8000 S. US1. Suite 402 CITY:- Port St Lucie I�i �M I STATE: F L ZIP. 34952 � v PHONE (DAYTIME): -Q 7 2) 8'7 8 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US11 Suite 402 CITY: Port St. Lucie STATE: F L ZIP: '3 4 9 52 PHONE (DAYTIME): (7 7 2) 8 7 8- 5 513 FAX N0. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden. ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME). (772 2 8 7- 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTUICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wilLbe done in co lance with all applicable laws regulati g-construction and zonin . r.�w'''�nr�•u.nR [�Gl , 'C"aTiw, G, Ar�T�URE ITCONT.RACTOR - STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this day of OC-y,6 4�20 1 , by Matthew Tylc wvnnP who is personally known Signature of Commission No or has produced identification. DOROTHY ANN HAFNER Notary Pub)�,�llate of Florida -My (omm.`EXpit�'s Oct 2, 2012 Commission # DD 827096 Bonded Through National Notary Assn. STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this day of ©L706tr)Z , 20- by -Matthew Lyle Wynne who is personally known or has produced Signature ,of Commission No. as identification. DOROTHY ANN HAFNER Notary � - State of Florida My Cortlm.pires Oct 2, 2012 Commission # DD 827096 Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: l Un ® � SECTION (C>1 TOWNSHIP RANGE MAP NO. ZONING LAND USE LA LOT CVG % ^�� TAZ NO. FLOOD ZONE FIRM MAP # ® 1ST FLR ELV , MAX HOT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER G SEWER _SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE , t AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE G AL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF V NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW- - REVIEW REVIEW DATE II 11 ' RECEIVED I . zi c! DATE COMPLETED INITIALS Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: March 28, 2012 Re: 1110-0166 Lot/Block: Address: 18 Vera Cruz Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" JFiberglass Blankets Manufacturer: Owens Corning lRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: lFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: lRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyureth4RE C RIE R R-Value: R-30 Other 5. The following have been insulated: AM 0 Q CBC1254039 Com peten ey # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor E m 05/31/2012 11:44 77228?9770 MASTEPIECEBUIL??FQS PAGE 02/02 �'���aaw )L11ev�i(7pkti+ertab:Setvices Department niybion 73(m t "tit '' . 'pt'Pltlrcry F�: $9982 Rdquestfbr 3.&Day Rmponary•Poweir Release ' Dgte: � :,``✓'.�c+,�/.� � Pet�it•Nu»abt!r:,„„�/�� _, c;�/r5•� •Piny„,�tl�it�d9a •C���yy.. ����., .rT!' f' , a.���r _ �', . ; 7"c~r.�r��� b�Y_scr/ • �°`'Vt�7!ERS7[fzD;�8Et�8lG.�t�VES';C.�',F,iL�,i+�;S�.U,� �,�7NC�X�,�;JG P0�4''�Ti•TO � 00)TAXS, FOR '1 '.-t7R1r+'+C1St:: #..T. a'Y'2Y 6 Si''a , ;ToLtImm * PRVAR'ATION FOR MAL i sl' G dN. IN'cd sI J A .[! { t rl ovAL.oF'xI RE!(v sx vv+ X AGKNO,)JTJI'AN3D�.CXa 7 • ThIsAampairnry r�goextad• forthe abovastAtrd pmyoso aofy, And there will tso no occupnncv 6iAtilp.ape,otbrtlXa;d'tG'a�prrrrJttted.hyeaps4rditiarseuring,fh(sf cperiod. Z. m: it77hss ANde by aU•fcrmx and-conditi6m of -this 0"mcnt4 Inclau xng ','f�uitditi�:]�lvfsiunl�at(cy,iybiaHrielaoorpot�lkd=htrrin••byrrftxrarc: 3. i#ikooWilaus in-tite•attaehed•doea,ttept'eptitied "Rcgwremana for 30 Day Pover for d: • Tit tg^:ba .bi¢n!:1ltiltltndadd+'thr prtmitt iA rcadyIbr eantplfttnca Inspcetjan. 5. �il;rrtigni si ;.fdr; $*"Xiau bairort Id dnyAtm%t tbo aradc fn•errittng.tp'tlte0tulteitlg•b einl staringtho rmsoa f6t f ,t qtu fr. •Tdwcr•ritay he-t.i*&ved*.0m th2 site:dnd/or a Ship Work Order imued•ifthm kimsii FnApeetion iiaA.edt traAit;a ovW.w(tEtin'10 d({ys fae of $XOO:Qb:wi3i btregaircd to;Hh the Stop Work Order. WI.1 USY MIEAySIg'.AtND•�AORE�•TOIJOLD OA-RN ,9SS, sm �UCv CQun.Y, A:ND titl i'mAdi�FTS: k" IERex, ,ALL L.m. rm- S ANA CL S:'OF ANY TYPE OF NAME�C WGFf;M*y AE2t:3E•NOW: 'OR IN 7tiE.r tOE 'CiOTO tMS Tk4LNSACITON, ICNCLUIMG ,Di iG V)�I f'lti> i 'E:3Ncm' =' D DUE Tom J)'SCONNi✓mcw OF EIL% C I::A:L•�!pt ! IN=TAE ) N,i' DFVi0 A60NOF T1�R.ACREE m-r. 7] a Fort Plates,, FL 34982 \ 772-462-2172 Fax 772-492p6 3 CERTIFICATIE OF TERMITE TREATMENT CONSTRUCaGN SOIL TROAi rmtw PERMI T #: 111 U - DZ o O 34B ,ADDRESS: BUILDER/MNTRACTOR•� . na, -Q±-� -_ PEST CONTROL CONTRACTOR. 4-Ale- PEST CONTROL LICENSE #: L '� 1111e, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Peso Control Association. C square feet if area treated: Chemicats used; Percentage of solution: 0 Total gallons used: Z / a•ac.ii 'Mi •I4i�.�GAll�in�e -r./� SCJ-�-.,�-1 � - � -• -- -- _TIex3 ai�_TiG�i�/C:l,i1.�•--`%/_r--.✓�-------- -- -,, - .__ - — - Re -Treat ._' Dtt�eway frreatment .—Re-ThM Pools • .,e Treatment ____� Treatow t R&TreatRe-Treat . -._:_..Other Pe eter For Fi i Inspection 14'Treatment _Re Treat ' 9n� • Fxterrninator dote: 7%ere' must be a cramp ,rl lnrn� For eacfi regalred t or ►e-�ent snd tfrls form meet &a on Me P& 5/4e to be pecked ap by &9 lnspedbrat bme of tot* lrup on or 11ie sehedid /n�spec�`fon wlAfall and a re"/neon Fee /afted. C4 2.6 CertiAtata+ of ProtIYG' tl)t farploventlari 4ftelRrrlA�F. A weSthBr res/�tanxfSlYL,vosAfnl� bird Q// be provided to rweft daplkate Tlwbnent ai mmtes as =t required pmtea*& ba+atmant' is aompmw, a> e�aling.a ccpYfor diepe'mp ibe palmlt'is loped to and another ovpy for the building permit Ales 7he T1 wMwt 1t to shall prov a the prn�deRar en d,, ldenW of &e apya#mtar, time acrid &fe ofthe treatment, sOfmtion, area 4heftal wu pwwnt aoncerr 6an end number of,�ra//ons used, o; ¢pi ems¢/!sh s verlilable ra=rd of �� t/estmerlt. llrthe sill dtelnlG'a/!�rr/er methar� for terntflre preye Yon !s use4, /Yna/ exterYbr MWtment Shall . %� �mpde!�D per Rn f/ne/ ba/hY/!ry approra! , • . - ►k. Lade County 4quliowfbr that final Inspwdon far Co, ai Petmwmt SUfteir to be platted on b® ®1ectta-1 Penel'box covetr�INdw6ll the-tt+eatmente rind dame *gAnamoamAne s Termite Inspection404wjIA%7" 1 WAG' a Termite Pretreatment �Y�I NA fix;1 -1i -1088 Pest Controi Termite _ Em,aii. Uctabug@9m»il.Com • Rodont Service ��� • Fire Ant Lavin Service Control � � 265 SIN' Port St. Luci.e Bivd.'#323, o Licensed & Insured 1.lc, JBI75776 Port St, Lucie, Florida 34,984 ' a ��ro�usnn Notice of Preventative Troa@eirrtfor. 'rerm[tea (as required by Florida Building Code (FOC) W-28 and 9r®ward C6unty Chop3er. FBC 106,2.2) PEST PREVENTION I ' FIREA.NT SERVICE I TERMITE $EkVICE I ., AO.nEN'C EXCLUSION &REMOVAL WE OF SLRkE nmc- DEVELOPMENT NAME (}PROJECT) GONTRA '$ NAME CCNr'TACT1'cRSON STRUCTURE AWRESS (LOT)BLOCkj , CITY: 3?A �1P 0 E ' �.. COUNTY CONTAOT PHONE NUMt3ER NOTES C FLOATING © MONOLITHIC Q GARAGE, U DRIVEWAY 0 STEM WALL 13 ADDMON U CUTOUTS a FOOTER CI.FRONT ENTRY 9 EAfFiRICA PERIMETER FOR FINEWAL vd-OT.HE ^ t�� U TAMP tt TREAT . ONLY Ci FINAL Q RETREAT ill BORACARE TREATMENT EROMM i0-15ASELINE a PR08UILD TC 13 DRAGNET 0 DEMON TC O TERMIDOR TO , Cl 50RACARE LJ OTHER —= °�iY�lta6iriftlaOt • • ,' '•�;•�,! • _-...«,.r,,_,,,.�;,�.,,,;.,_—.,,_,.:,.•�;,,r,.,e,;,ww,�,;,.:.---�__:.".�-ram Ca -.On U .1 2% IP .25% G3.5% U .2&% CIOTHt_-R GALLONS APPlt1:IJ " E3 'U NO .,j MFA8UUPE UR VMIMED PER PLANS ; JOB Rkwj&QM=Lw , tI YES w U NO A& per 104.2.6 FBC • 1f so11 caheca W berrler method for termite prevontion is u$9d° Flrial exterior tneeho,11 shall be cnrmdeted prior to final badmg approval.• tad-ECW Ienaer The bullding has recelved a complete treatment for the prevention of eubtahneen tormltas. Treatment is m sccoordence with nrtea rind tarts esteWlshed' bylhe Florida Department of Agriculture and Consumer Services. (war the blonds FLitding Case.) If this nottoe Is for the final exterior tmatmvnc Initial wd date ft line - FINAL STiCKEB U ELECTRICAL PANEL U WAM HEATI Perm Terme: Payment due at time of eervtce. J ? Dgte onto ,° fin. •'� .^�. 4,1;�or—%evitt A Buglerr6>ti� Sttd Pest CG O 10iP1er (PpOf �.WY Owner 6r Age I) tid WdSO : tpO ZtiOZ �0 '-rdd 6Z�6Z6b—ZZZ : 'ON Xdd edS '8 lood aang2u6ig: WONj I., 5-MAY-2012 05:09 FROM:SOUTH C77T 7723446042 bl!V4/%Ul:d 12:40 I f%46�4b443 5Lc T T-�,1626443 P.1/1 PAGE 01 / 01 COUNTY 1 0 : i ; 11 Fort PkwQ% ILL 34982 772-4B2-n73 Fax 77241624 I' CERTZ�CaTV OF TERMITE T C0149 rRucnoN 501L Tt PERMl"T' #: / Q OB ADDRESS: BUILDERJCONTmCrOR: PEST CONTROL. WiffRAeffl k: LZ REST CONTROL LICENSE # We, the unarsigned, hereby card subtwa mn termfts in error/da`r 'I 5qusre feet If also treated: Percw tape of solution: , U Date of'TMRMent: r-aottng ,.,,-,. l*'lirat icnt fie-TFebt --Dmeww 4 Tre me"t it&Treat —.Other that we have prebuted the a", with the steridards of the WadwW o t hcn lcWls used: i Toth gallons Time of Trea web l�r �d _Rs Pertmeber r AVAROM'_ p� "t . AM 7hos muw be a Cgll i r r7h Air avO fmfird bmwbneit a-AP&M FACT CLS C ftwoft cis 1iwmm* rw pwmmkn cf ftwgtl fl S&I be peuWed to ramw dpftge 7 ajow t QytMft ar sedr nsqt*ed:, AmWft a awfiarft pawn ft p&**& tad to erdAlcOw apyAr d G�i bl�xtr &Wprovwte t're pradt�tt ' ot'pfia apypi tar, b MOW �tet+eaG parent ��ictrrendnt►n�burafpa�ara; r b Qrotea4� rrr- .A'dx s�lahemka►baurfarm�rad fiaroxmx�a p�r+s�►t�fifa bewn~t0AWI! I RTMENT LENT exdbed cm ob %I%tion !hr at Contrd Amdation. .&2L/ "ent r rnent t- nal Ir�spedian xterminftr Wt8/idtitsfb=m beoglrie b !ram H10 /wand a m4mew n I'�Idlrli�'�Olb�'.° t�fD�lb wftwp&WMm 7M rnadt W aft beubmwo Jvw balav oftswf abt4m6wor umd, fiird v ta►rbr b�sW st Lucig County requinm for thej8eel Inspectlon ftw CO, a Paruoent St�C w to hejplecsd on I �067` nEnT Cont Florida Materials Inc. 1736234 13450 ,IN. Sunrise Blvd., Suite 430 Sunrise; FL 33323 Tel: (954) 858-0780 ._,, CAUTIONII Freshly mixed cement, mortar, y UNLOADING Drivers are prohibited HEIDELBERGCEMENTGroup rr�' concrete or grout may cause skin injury. Avoid from delivering concrete except under the {�r�j[�j19} Epfirmr;�l{� E�tJUE���U;����� 6 q g`gg QMill ,ppIN 141111 pC4(]contact'with tl0�� eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site conditions the safe and operation of his 1Ur i lll))) tJUUUkIUUUI) NNN 666U YYY 11 1 permit proper LN6 �99 `q 1u0 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ,q and repeatedly with water and get prompt medical add water to the mix nor to go beyond the Pe 0- 04r 16 (5.E `/. c� treatment. Sawing, or grinding of concrete curb line, except upon the authorization of _ V {� ORIT (D l (awl,{C 1 i t fr't i ii I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his N't-4RCE .1 . _ particles which, without the use of proper eye or acceptance of risk for any loss or damage. i 1! % 0 tY.-r'�'.4_ 3t S T ,: Ftf.t;-h f respiratory protection, could cause eye or nose I acknowledge that I have received and 5C-1.. 1. G.!t- 7 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER h /P h A t k 1 d' dd•t f t t P h /P h YARDS ON TRUCK / GALS OF WATER ADDED ADDED I n t als of Purc aser urc aser s gen ac now a grog a i ion o wa er a urc aser urc aser s Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASER/PURCHASERSAGENT , . P.O. NUMBER/ORDERED BY; ZONE ,1•.r�'r .l�', :�_i pie 2l ^:'7:lFP SOLD TO= QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED 15p j •~;u :��� is � o `.�� � � � cil_'•i Truck # Plant # Slump Calcium' A � Air Entrain Super Plas. Delivery Instructions L Y 1�1V S fall t V 10 9 a 7 6 5 4 3 s 1 PURCHASER/ -z::;:. PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO DATE TICKET c � 1 "r I z� Concrete Disposal: yds PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED` CODE MEASURE PRICE PRICE ¢tG,.n�fIr�a��VD' �.. i_ „`I) oa ... -MAR 2 8, 2012 Feu lic Works St. Lucie County, FL Due at Job UselyoflGon'cret*eH 1-11rtb (;Hi- i PEPOY Vi1. i SUBTOTAL Drivers Name TAX !hv-pgfield,, lie7dfi--ev ❑ CONCRETE TESTED r TOTAL CIjSToMFR 1. WARRANTY: The materials sold by Continental Florida Materials Inc. (hereinafter "Continental") are warranted for 1 year from the date of delivery to Tro t, defects in material. This warranty is exclusive and is in lieu of ail other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be.liable for and oilier damages including, but not .limited to incidental indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full 2. EXCLUSIVE ER MEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or' services ti supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or e;onomic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages; including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or othe tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 1 QUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase da e. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. i 4. COLLECTION.CQS._.TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: fhe purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DE.L-IVERY SITE, COM_DITION_5: Continental reserves the right to determine whether the site; for;delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is ofl the opinion that delivery would be unsuitable or unsafe. The Purchaser shalt be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will r,ot be liable for any loss or damage to products, property or for unsigned delivery tickets. .. 1 1 B. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of -any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whale of the order agreed to be sold and the same terms of payment. 9. QUANTITIES; This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery_ far compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the P_rrchase'r. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made -in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, .less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAiTING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge; After sixty minutes there w It be a charge of $1.50 per min. 12.ENVIRONMENTAL_CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.T.E...C..H....NL.G..A...L.p..S...$...LSTA....N.C....E...: Continental accepts no responsibility for claims arising from technical advice or a'ssistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF T.E..._R_..MS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status ,)f Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If. at the request of the Purchaser, Continental Florida Materials Inc, enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, ail of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. con.*llnenTmL,,'-W Continental Florida Materials Inc., I T ��', 13450,_VV. Sunrise Blvd., Suite 430 �� Sunrise -;:FL 33323 H E I D E L B E RG C E M E N T,G ro u p Tel: (954) 858-0780 j; CAUTION! ! Freshly mixed cement, mortar, concrete or may cause skin injury. Avoid 'from , UNLOADING Drivers are , delivedhg unt I 11 ? I' ,t l'j'I l' it ly I ll �j l(�l ; ��� li (J 'I ,i e �t � �LqJ Kltllar V ,r t t 1'i f RI l'"li ifl,,i � f ��r grout contact with eyes where possible and wash v concrete except truck's own wer,andwheresitecond, Yij=fui., .'��'� y� '`I ' r y' exposed skin areas promptly with water. If any" permit the safe and proper operation of i cement mixtures get into eyes, rinse immediately equipment."Drivers are not permitted to {` and repeatedly with water and get prompt medical add Water to'the mix nor to go beyond the treatment. Sawing or or grinding of concrete curb line, except upon the authorization of masonry units may Yesult in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance (if. risk for any loss or damage. respiratory protection, could cause eye or nose ' 1 acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida 1 understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are` available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASER S AGENT P:O.NUMBER/ ORDERED BY x SOLD TO ; ,�'t i.)I�Iv :`V I rjp.�F .: Se•I_I<� I f:, QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE tl_I� Lis! I , a . L11 'i t,'� ti1`. .a'.:,i•tf � 11 i )l+ i'. .I ,.t4 �'i,•1 td. 11 l".'... Truck # Plant # Slump I h e', Jacium Air Entrain Super Plas. very Instructions Due at Job ZONE 10 Truck # Plant # Slump I h e', Jacium Air Entrain Super Plas. very Instructions Due at Job ZONE 10 S 7 6 ,!i 3 1 PURCHASER/ PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO i `' i 1 •�t yy : I Concrete Disposal: PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE b Use of Concrete Drivers Name r_: ; ❑ CONCRETE TESTED SUBTOTAL TAX 1 0 TOTAL \ "% 1 materials sold by Continency norida :Materials Inc. (hereinafter "Continental") are warranted for 1 year from the date of delive o bd ,6. from defects in " mty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular s:liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery to discover, any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that `8 ;Under this warranty unless and 'un it any indebtedness to Continental is paid in full. gf : Purchaser further agreo hat its ' x lusive remedy against Continental in the'evont the goods, materials or service A ntinenyhl are alleged to be defective andro�are alleged to have caused purchaser to suffer personal injury, to of life, property, damage or economic losses as a of breach byP( (�n'tinentai of any and ail of the foraNdes express or implied warranties, or as a result of any negligence, strict liability, or other tortuous conduct "or statutory ".violation by Contihentfii, shall be limited to, and shall nod the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continenf�tskafl, not be liable to purchaser fqther damages including, but not limited to, lost profits, lost wages, Indirect, incidental, consequential, compensatory, special, delay, pilnv4gr any other damages. including for pain and suffering, mental disease, medical or funeral expenses, 'any other similar damages,or any attorney fees or costs incurre fiby the purchaser in connection wiwing any claim, demand or cause of action against' Continental for breach of any obligations under this agreement, breach of the expre or implied"warranties delineated,aboVo, negligence; strict liability or other tortious conduct committed by Continental in connection with - its sale to the purchaser's use ;oYg�ds, materiats.orservices sold byConlmentai. 3. DUB DATE: Payrrr, 'all : dit sales is due by, the 10ih of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month 4 CQLLECTION QQ purchaser agrees to pay attorneys fetas and costs.of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post ludcollection procedures. Venue of any action between ttie Purchaser and Continental shall be Broward County, Florida. ' 5. 1 C Q LOCAT S: The purchaser agrees to order thejmix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE, 1TIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to dele to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for ail costs and damages incurred where adequate s for delivery cannot be obtained. 7. UNATt"END .DDDE I ERY SITF_; Where delivery of products is to be to an unattended site. -Continental will not be liable for any loss or damage to products, property'cr for unsigned delivery tickers. t 8. j)ELAYS: Gcntinont,'J.shali not be liable for any delay in delivery or non -delivery resulting, from any cause boydnd its control including but nbt limited to plant -and delivery equipment breakdowns, industi l stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is. able to deliver and the Purchaser shall pay for the part delivered pro'rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9,. QU.AN._.T_.(._Li: This to ;and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of deliveryfor compliance with the Purchaser's order. Var ions between actual quantities'de(ivered and those shown on the delivery ticket must be noted on all'copies of the delivery ticket signed by the Purchaser. Invoice charges willibe n'sedon the quantities of products shgwn to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made,in writing within seven (7)"days c r :,otherwise.it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed an tha ontineni eta ive?V ticket. 10 MINIMUM LC)Ai C C�.En All prices quoted are based on toads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One colt back without c arge will becbd on pours exceeding ten yards. 11.WAITIN TIME: A ma ` um of sixty minutes per 10 yard load will be allowed at no charge..After sixty minutes there will be a charge of $1.50 per min. 12.ENVIROfJMf NTA" E: A 55.00 per toad environmental charge will be assessed. 13. PECIFiCATI N: I.JAJeecially ordered. Continental concrete .is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete; and block is manu actured`accordl Ito the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not.responsible for concrete to which the Purchaser (without the approval; of an authori e`'t ent of Continental) has added on requested Continental -to add any water, admixture or additive or where the Purchaser, has 'mishandled the concrete after delivery. 14, ECH1,41 ASSIST p: Continental accepts no responsibility for claims arising from technical a6ice or assistance provided to the Purchaser, Advice and assistance provided by Continental is r Pui 'as6Fs guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts'. 4 15 SAFETY DAT_ : The Mf t�liei Safefij Data Sheets for the products sold !ay Continental are available upon request. ,r 16 MODIFICATION OE TER S, No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or/el ;,� or oth'enyise concerning t "existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such s s�halhbe acting on behalf`or with the consent or agreement of Continental. These conditions may only be altered or varied -to writing signed by an Officer. of the Com rto 8loer eniK oyee nor arpy ottjer person has authority to alter or vary any or ail of these, terms and conditions. Some of Continental Divisions' terms may vary due t'Mhdards biut'ali changes must tie approved by an Officer of the Company. 7.TER The Purchaser as indic�ted•irr this quotation, agrees -to abide by these terms, rogardless of any change in the legal status of Purchaser, or until the term'of ts agrees, to abide by these terWs;,regardless of any change in the legal status of Purchaser, or until the term of this quotation. expires. These terms contained herein supe,d-all.terms previously givenao-Purchaser that conflict. with the terms herein. ,the request bfthe Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or o `urchg!�er for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or o#wlfti$fandinqr.any term or provision in the written contract or purchase order to the contrary and. if there is a conflict with terms and/or provisions of the writte use. order, the terms therein shall prevail and, be determinative. L �e 26-MAR-2812 04:55 FROM:SOUTH i Uai vYr 4V 44 lG: 4q f lLro 3T 7723446042 34%J tilt; r '4626443 I P.1/1 PAGE G1/01 PERMIT #: Q/� 13UILDERYCONTRACTOR: PEST COWROL CONTRA PEST CONTROL- LICENSE We, the undersigned, hereby+ =btm nean tarmitee in arm ware feet if area trued: Penmrttage of soludan: Date of TmbnenL- _ —Footling _,,.11, Tmatrrient V a -Meat _.,... 1'r Tmatment �_�'� t�dlt�Yld1C ,_..._ A&Treat lW 7ft" rare` be a aanpk d ft mar >r8cLo4a.G CwU raWtd aI A s�e�fbr! ptrr�v�tatcd A� �ptlrA+e pn*9a owfor ftp"r bt C&MAW ebalgmwe dta plodw 4 004 d#d1r w wat penrrt am Avft b q dtaebW- lre* wffctx he aw ov tuft s Ave Fort Pkff4: , FL 34982 772-402-2172 ftX "2-46 TE OF TERM tUM- ON SOIL TR, 108 ADDRESS: r that to have preb=W the e with the slnndar+ds of the N, r ,...^ t herNows use 5 Total gaWns /,�7— The of Treel ,_ flab des0bed a Peas cmew Rnal �" elrah I>s+�a6>Yld G�r011eY7/t qr�t avxl � �6u7ti of Cady krvp.�a►, ar �e �D a�e�d�n ►r4►1� 1hWbFAV7t lbrpr*Wmdn eftwn Thubm t catomft m Kati m WNb &X49d!b &Wavffi rcW * mbmwOfft 4112pb9m dm 09egrr avrdnwt&rc1 ►,s ra ka/Awkr meftd hrtrmRvpn St; LucM Cau! fy tl nuf q fbr the 1iftal Inspacwn lbr Co. a rbe apt eb job smftmd2w NWVW whok*jawft poap board d ac4'bS pennr,>It r�atr Mr lets of Ode bteed� 7 r6�atrtklr� arear e�taiBY�th b. "mam* Of �,Ef tastr!r� lf/w ' . bt 3&,6w$&ff M R 2 7 20,2 i i St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort fierce, FL 34952 772-462�2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: ` ��' Permit Number: A\\ Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUI-;ST WE HUI R.rq BY ACKNOWLEDGE AND AGREE AS FOLLOWS: L This temporary power release is requested for the above stated purpose only, and there will he no occupancy of any type, other than that permitted by cop.4truction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and cond tions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Poufer.for Tcsting" •• have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A, fee of $100.00 will be required to A* the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EW. LOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN TIME FUTURE OUT OF THIS TRAI-,�SACTION, INCLUDING ,ANY DAMAGE WHICH MAX BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL, POOR IN THE EVENT OF VIOLATION OF THIS AGREEMENT. 2L --s\S2�: OWNER SIGN , 0U, DATE GENUR CONTRAC. [iRE DATE ELECTRICAL CONTRA,CTO SIGNATURE DATE R Ec i V r FEB R 3 2012 conTinenTF Continental Florida Materials Inc. f �'� 2 7 �� 0 5 Y� 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 l` Tel: (954) 858-0780 i-I E I D E L B E RG C E M E N T G �� CAUTI ON! I Freshly mixed c m n,mortar, UNLOADING, rivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the IHPIIIIIR111011 9 � �ij � ���� �� �� �� � a contact with eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his fj��� 3 � � 7 2 1`I cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to / Ile f- `� ��� 0 Q t�p S� and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of i YJR I E' h I_.t?.0 { B } C'ON f.I? E. ll-4 aN masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his .-I Y particles which, without the use of proper eye or acceptance of risk for any loss or damage. r!::L.iY IT'.. Y!a fj /gs respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 S 4 3 S 1 PURCHASER/ PURCHASER'S AGENT =w' PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE TICKET P01P.4Yt: Y 6 t-;": ,1_ t ;l-?b1CNIE N ✓ e,, VFPi=s I: i.d j! FORT P M?I:E: Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE .. aF'� u•L�� i,� Us ��.i�d 4 i p 3 2012 Truck # Plant # Slump Due at Job Use of Concrete Public nr 5t. Lucie s SUBTOTAL CalciUmL�' Air Entrain Super Plas. Drivers Name CQ uti , PL TAX l :'-ti F i I 6 i?"f'' `} aL�C 1 ❑ CONCRETE TESTED TOTAL N Delivery. Instructions CUSTOMER 1. WARRANTY: The materials sold by Continental Fh flaterials Inc. (hereinafter "Continental") are warranted to ar from the date of delivery to be free from defects in material. This warranty is xclusive /Ind i ar1 all other warranties (whether written, oral or implied), including�uny warranty or r.ierchantability or fitness for any particular purpose. GoQtir�2J;6/'(a iEi4q underk7ri it st , ces will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before ' al • tion to dis{ over any defects, iatent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event ,the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or'services purchased from Continent�fby purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods; materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 1 Oth of the month following the purchase date, The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION CQSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures, Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. M.i.X, COQE/LOCA7IQNS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SIT.E.CONC�TI.ONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shalt be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay foe the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the deliveryticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10..MINI,MUtv1 L.QF,D,Q�j6RGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less thart five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) ,has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.ZECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY Dom: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17. ET RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Puirchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative, DUHKEhBERGER 0 engineering & testing, inc. SO Density Test Report Project Name: Spanish Lakes Country Club Village Address: 18 Vera Cruz Project Number: PSL-09-3011 (BG 10.2) Date Tested: 1/10/2012 Technician Initials: CW Client Name: Wynne Building Corporation Permit No: SLC1110-0166 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 1/10/2012 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) s Maximum Dry Density I (pcf) Optimum Moisture M I Dry Density (Pcf) Cone 1 Resistance (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 113 12 112.8 --- 6.6 95 99.8 Pass 2 12 113 12 112.1 --- 6.0 95 99.2 Pass 3 12 113 12 113.9 --- 5.8 95 101 Pass Type of Field Density Test: I ASTM D 1556 IV- ASTM D 6938 I AS1-M ll 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauee Info: Gauge No. 23333 Daily Standard Count: Density: 2547 Moisture: 633 y� kC-o._vekf• Soil hype 6�.�t3.-... aL.1 Etevatl<onl v.,.i5f:.....�.:_.—+�T� "1'est,Location 18 ueraCruz, Structural Fi11 1 2>.ai_.0 ate.-,.ek,_v.,f_n Front of house pad (footing subgrade) 1 1 0-12 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) &16 0! Elevation/Depth Referenced to: S'o1 Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: I— NGVD F M SL I`/ Other: incnes cetow top of nnai 1111 cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) „ St. Lucie County Building Department ... (1) -1 L- David T. Senior Prl laoyan Zheng, P.E., PhD FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordavwith Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale - Port St. Lucie West Palm Beach. - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011(10.2) Progress Report PR 25 con-ri n E n-r Continental Florida Materials Inc. 1727514 :. 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 HE,IDELBE GC 'M.�il NTGrOup Tel: 858-0780 CAUTION!! Freshly'mixecicement, mortar, UNLOADING Drivers are prohibited l [r concrete or groUfmay cause skin injury. Avoid from delivering concrete except under the ggR 4i r,IN I d 9p11��I contact with' eyes,<where possible and wash truck's own power, and where site conditions i-tl Y. p D��311' IjIJI exposed skin areas promptly with water. If any permit the safe and proper operation of his t ' 'N:: • cement mixtures get -into eyes, rinse immediately equipment. Drivers are not permitted to and repeated) w' w r di I add water to the mix nor to go beyond the treatment. Oi oe curb line; except upon the authorization of masonry u its may result in the release of dust the Purchaser/Purchaser's Agept.and his tt - t particles which, without the e f eye or acceptance of risk for any los§ or damage. + 3 / 78' '-& ' IT L P101 D respiratory protectio IdTaTe r nose I acknowledge that 1 have received and 1 j;C71 -.Lf iy— I i ; I ii. irritation. The Mate 8I" afety Data Sheets for accepted the materials listed on this ticket the products sold �'' UrWLgf{f&rida I understand and agree to the terms on Curb line -crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are avdilae up"6U FL both the front and back of this ticket. �. , ��• TOTAL Agent Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK./ GALS OF'WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 < PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY r +tt r- 1n SOLD TO QUANTITY QUANTITY QUANTITY THItS, LOAD ORDERED DELIVERED 00 40010 20. 0-2) Truck # Plant # Slump Calcium Air Entrain 'Super Plas. I Instructions PRODUCT CODE ZONE JOB NUMBER TIMETICKETED DATE 1 DELIVER TO Concrete Disposal: PRODUCT DESCRIPTION UNIT OF MEASURE e y U-500' PS I u to X TIi LAC iC I"� � �it.ti� I �f �!sa.�:�- �.t•� IC`:;`� i, a. Lei+.k �,��° w;r^ . Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED TICKET yds UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL r1l IQT/l�ACO 1. WARRANTY: The materials sold by Continental F Materials Inc. (hereinafter ",Continental') are warranted fc ar from the date of delivery to be F,as from defects in material. This warranty is exclusive and is in lieu o, a„ usher warranties (whether written, oral or implied), inClUdin6_., warranty or merchantability or fitness for'any+particular purpose. Continental's liability under any circumstances Will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will' not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXQ .aIVE_RE..M....ED...Y: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective andlor are alleged to have caused purchaser to suffer personal Injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but.not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE ._DA.T-.E: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. CO. LL_Q TION...,COS1 $: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining' judgment, or appeal, for bankruptcy anid for,post-jjudgment collection procedure,.. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODEJLOCATI f�S: The purchaser agfees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. s. 6. D_E-.Li..VERY SITE.._CONDITIO_.NS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of,the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. I 8: DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. I - 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticker must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as perthe delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven.(7) days of delivery: otherwise it will be accepted, by Purchaser and in the absence of any claim the Purchaser shall be liable, to pay for the full quantity of products listed on the Continental ddivery.ticket. -' 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of riot less than five yarda. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no, charge. After sixty minutes there will be a charge of $1.50 per min. 12.E_N_V!RONMENTA.�DH�RGE: A $5.00 per load environmental'charge will be assessed, i 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisjons of ASTM C-90, Specifications for Concrete Maso3lry. Continental is not responsible for concrete to which the Purchaser, (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHjV..tCAL,A,SSISTANOE: Co+ttinenta accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts, a 15.SAFE1Y DATA: The Material Safety Data Sheets for the products sold lay. Continental are -available upon request. 16.M0DIFICA_TION_OF TERMS: No employee or agent of Continental has the authority, in the ibsence of an express writing: to make any statement, including restricting or modifyigg or otherwise concerning the'existenee or effect of any of these terms and conditions or of any warranty or guarantee and no such employee 'or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by those terms, regardless of any change,in the legal status of Purchaser, or Itntil the term of this quotation expires. These terms contained herein supersede any and all terms previousfy given to Purchaser that conflict with tine terms herein. If. at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a'specific project or job, all of the terms set forth herein shall be deemed to be, a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there' is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 3 COMTInenTl Continental Florida Materials Inc. 1727571 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL,33323 ■J HEI,DRom E,!lLBp Mt�ttEllNTpGroup CE01M Tel: (954)-858-0780 CAUTIONII Freshly mixed cement„mortar, UNLOADING Drivers are prohibited 6':j�������������I��contact ER`Gm concrete or grout may cause skin injury.' Avoid with eyes where possible and wash from delivering concrete except under the truck's own power, and where site conditions B i� i exposed skin areas promptly with water. If any permit the safe and proper operation of his <1+' ' S ty Ir� 6 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ! d Cdr ® p and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete .curb line, except upon the authorization of e t r' .: FORT PT,El�M(0 c:��aN0c .�t E�L.('R.9i - masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his xl' ,;ip? �a.0 f P ? particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose l acknowledge that l have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. - the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's. Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 S S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED r�s-5.699 S 1 a SOLD TO QUANTITY QUANTITY .+ QUANTITY THIS LOAD ORDERED `DELIVERED Cif:, AID CiQ i } Truck # Plant # Slump Calciilm Air Entrain Super Plas. 1 I I DetivPry Instructions #i vi-oe- e, tit w DELIVER TO Concrete Disposal: yds PRODUCT PRODUCT DESCRIPTION UNIT OF' UNIT EXTENDED CODEMEASURE' PRICE PRICE itvr f F'SU'i ,f.'F'e" f',1. .fITI: K4 1 03. L88'w Due at Job Use of Concrete Drivers Name J01)T-I W Hr1 Mt11:,2ii) ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL } Truck # Plant # Slump Calciilm Air Entrain Super Plas. 1 I I DetivPry Instructions #i vi-oe- e, tit w DELIVER TO Concrete Disposal: yds PRODUCT PRODUCT DESCRIPTION UNIT OF' UNIT EXTENDED CODEMEASURE' PRICE PRICE itvr f F'SU'i ,f.'F'e" f',1. .fITI: K4 1 03. L88'w Due at Job Use of Concrete Drivers Name J01)T-I W Hr1 Mt11:,2ii) ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL 1. WARRANTY: The materials sold by Continental FIi Aaterials Inc. (hereinafter "Continental") are warranted for it from the date of delivery to be free from defecN in ' material. This warranty is exclusive and is in lieu of dwuinor warranties (whether written, oral or implied), including warranty or.merchantability or fitness for any particuli purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. foss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. , 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage Ot economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict. liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, last profits, lost wages, indirect, incidental„ consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement; --- breach of the express. or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its safe to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % per month. 4. COL_.L_..ECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and.Continental shall be Broward County, Florida. 5. MIX CQDE/LOCATL NS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DE JIVEFLY 3 TE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable. or unsafe. The Purchaser shall be, responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned - delivery tickets. I . - 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and.delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order,'the f1`urchaser shall'accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied' as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise if will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.h11NIMUM LORD CHA,�iGE. All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14,TECHNLCALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If. at the, request of the Purchaser, Con"tinentai Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. Zon-'TinenTl Continental Florida Materials Inc. 1727578 � 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 i-IEIDELBEi1111,110E � I Group Tel: (954) 858}0780 4 gI CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the j flIII IdIN 131 g ??II III I contact with a es where ossible and wash exposed skin areas promptly with water. If any truck's own ower, and where site conditions permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water• and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete' curb line, except upon the authorization of iflt-i 6 {} L-R .' t! ? ' ; tlgUE'.9 L. r'I..PUA I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that / have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED ''.'Agent request. PURCHASER/PU RCHASER SAGENT P.O. NUMBER/ORDERED BY SOLD TO 4W, QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED 1. (,rltutA Z110I fiat') ',"(A. . ivl . rl jf'~fu Ra(+,; hitJq 1}t't ef_•n t; 14 y 1 Truck # Plant # Calcium Air Entrain L Delivery Instructions PRODUCT CODE ,+ r , 11 'fit/tt..a':t i Slump Due at Job ci Super Plas. 10 9 8 7 6 5 4 3 S 1 PURCHASER/ PURCHASER'S AGENT ZONE . JOB NUMBER TIMETICKEfED DELIVER TO Concrete Disposal: PRODUCT DESCRIPTION UNIT OF 9 MEASURE F11-111 Cl [W11 )?�i�l''_'? I;tt t)-i S:,f!.JI(iCI- Use of Concrete Drivers Name p ,.t rlltTt tj MR-, !td'J. ! e. =.Yt ❑ CONCRETE TESTED .., i` i yds _ UNIT EXTENDED PRICEPRICE I�� •r50 !.l" 'y'B N�B 4���:� rrl lei - SUBTOTAL TAX TOTAL 1. WARRANTY: The materials sold by Continental FI, ✓taterials Inc. (hereinafter "Continental") are warranted fol it from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu o� �mj ocher warranties (whether written, oral or implied). including _y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSI,VE..REMEDy: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser far any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE ._D_,ATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivers and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. & _D.._E....L.y5: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. It Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms of payment, 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in wrifing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min.. 12.ENVIaQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATIONr Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising frorn technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFiCATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall. be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company axed no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS; The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. co m-.T--�,inEI'1T� ` Suite 43 Inc. - Continental Fle Blvd., 13450 W. Sunrise Blvd., Suite 430 •,� 17275,82 Sunrise, FL 33323 ��I ELB r RGCEMENTGroup Tel: (954) 858-0780,, CAUTION!! Freshly mixed cement, mortar, or grout may cause skin injury. Avoid UNLOADING Driversare prohibited from delivering,concrete except under the tl 71 Nnn tt 1191 !!laaRRR aaa ppp [[[000UPI sss111flconcrete with eyes where possible and wash truck's own power, and where site conditions dt•11N1��������contact t N p exposed skin areas promptly with water. If any permit the safe and proper operation of his fr' / s r4 e3 {ram L' cement mixtures get into eyes, rinse immediately ft uf�l f ��1 P and repeatedly with water and get prompt medical equipment. Drivers are not permitted to add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of ORI' ( ffI d, I } r QKIi-. 0 F ik`LAlAT masonry units may result in the release of dust - the Purchaser/Purchaser's Agent and his i �� �-U 9 I,�:I4 particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and r SE, Z, irritation. The Material Safety Data Sheets for accepted the materials listed on this.ficket. - the products sold by Continental Florida Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's 1_Materials Inc. are available upon request. I understand and agree to the terms on both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's. YARDS ON TRUCK/GALS OF WATER ADDED ADDED ,I`Agent requestt I 10 9 8 7 6 5 4 3 2 1 1. WARRANTY: The materials sold by Continental F 'Materials Inc. (hereinafter "Contjle'A' l'') are warranted it ;ar from the date of delivery to be free fl defects in material. This warranty is exclusive and is in lieu of at, o'iher warranties (whether written oral or implied), including u.., warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of,any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXCLUSIyE_REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are,, alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by. Continental of any and all of,the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or,funeral expenses, any other similar damages, or any attorney fees or costs incurred by to purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach, of any obligations under this agreement, breach of the express or i plied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods,," ateriais or services sold by Continental ; :. 3. DUE_DAT.E: Payment form credit sales is due by the 10th of the month following the purchase date. The Purchaser. agrees that all past due accounts will accrue interest at 1.6 per mono 4. COLLIE 5. Mix of aridloi-p+ 6. DELIVEE may'reiik; 2. 'where ad �.�7s UNi4'f'TEf delivei3 ,I 8,rDELAYS: . breakdmi 5: Pukhaser agree Jo pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy t cofi Rion proceddrbs. Venue, of any action between the Purchaser and Continental shall be Broward County; Florida. NS: Tie purchaser agrees ,to order the mix needed by product code and accepts full responsibility to determine• the location for the readymix concrete. JDITVI S: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental to a qte if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred ss.forrdeliverycannot be obtained: (ERY I :Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned 4 _ shalt of be ti bJe for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment J,'.toppages or $,hortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Con¢inentat I%Pre to deliver and the Purchasershall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. ; 9. dUANTITIES: This t�pe and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time oF4etivery for compliance with the Purchaser's,ordeE Variations between actual quantities delivered and those shown on the delivery ticket must be rioted on all' copies of the d'elivery ticket signed by the Purchaser. Invoice charges 61t,be based on the quantities of products shown to be supplied as p9rthe delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven '(7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMLItyl LOAD CHARG.. Ati prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min_. 12.EIdVIRaNN�NTAL.CHARG,E: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM .C-90, Specifications for Concrete Masonry. Continerital is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.7EGHNICALA$SISTA.[VCE: Continental accepts no responsibility for clairrns arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 8 15.SAFETY DAL: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFLQa7 aN,QF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent.or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company i nd no other employee'nor any other person has authofityto alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this,quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms -previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there, is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 18-JAN-2012 05:06 FRON:SOUTH COAST,- 7723446042 T0:4r,-7,43 f71 llai'1+11L 12., Q 1 ! tZ4bYb4. 3 5LC INSPECTIONS Ifll PERMIT BUILDER/CONTRACTOR: PEST CONTROL CONTRACT RAT CONTROL LICENSE # We, the undersigned, hel'eb'y subterranean termfts in a= Square Net If area gated: Percentace of solution: Dace of Treatment: —A Poat9ng —ze Treeb cnt ---. _Re -Beat �Dylvvmy -1-% Treatment Re -Treat Other fu Treatment; �.._Re-That Sate: Theta Mwt be a a9mpdeDed k Metob0pfrwuPbythehwwaw fee dAwwc recocLe L vfpnfo� .%W.be pm 4*d to mcalft di, pmoft a mpy for ble paim the y adoloft, Owtaftxnip{e ftAvokxta VWA4 aemdeal,40 4 p&U"tMM pvr�laob l bL ,�rlt Rrthe"O W be mapidedpnbr to *W buAft ai St tub County requir" fbr i �. 'Vllg MW Agra Fort Pienxh FL 34982 462-2172 fIx 772-462M*3 ATE OF TERf4M TR1=.ATMENT R,I,ICTION SOIL. TREAT14EXT JOB 6A�"t)Z, that we have prebwted ft abovi dex3ibed cor on bt' with the standards of the Nrationi Pwt CoWd A=dation. >� a,ernirals Totes gallons used; ,yJ Time of Treetrnent : P.1/1 PAGE 01101 mb -r #tment �'Re-T1 itTreatment Re-YmM- Perimetar far, Final Inxxuon nature df Ederminator for each ne vkwd tnse bne►)t ar'm-tr�trne�nt srrd bar fnrm mothe ova f job Vim of seat, #AWwcti w ar Me tad J SP8XW WE anod a M*wPaM of d 1tu'p�V►i oftemlhx Ain�ern�is�rrtpoa54',� bard wbJ1 * aS fi'%* l whw, pVL &WO b9lFkwtIs I, r,& aamo 0 swW,aw0w c py & r;W f LWJv pi Yn& lid 7be Twtma1t ( lfyoff fmaWmkr, tfMandidW offt &Wb baarea offm and �'afgaRve lmd, tp:Mt&hM a MIMAb Ismeaf j,mtr& medied Ibr t+a mft prem t n a rased, Brno/ ride W beabrmM- mg final Inspetf n for, CO, a Pere>w "ett Stkkw 12 ii 6It`,l1cW JAN 19 2012 F JOSEPH E. SMITH, CLERK OZ HE CIRCUIT COURT - SAINT LUCIE COUNT FILE # 3638528 OR BOOK PAGE 1244, Recorded 10/18/20.• 11 a:01 AM .I AF reR RECORDING -RETURN TO:. I - PER M R NUM 9ER: I 'thin tinrcc a ,:yrr•co r,r i r,r,rei,y, ,,,l, J £ I� 'r NOTICE OF COMMENCEMENT 1 J The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 773, Florida statutes the following information is provided in the Notice of commencement. Q f t t I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:13 0 1 — I I 1 — 0 0 0 1 — 0001j Country ClUb J SUBDIVISION V i I 1 a n eBLOCK TRACT BLDG LOT UNIT --�East 1 of section 1 township 34s Range 39E Je c�. CcvZ � ying N&W of lurnpirte reeder Road 2. GENERAL DESCRIPTION OF IMPROVEMENT: 7 3. OWNER INFORMATION: a. Name Ib.Address 8000 S US1, Suite 402a PSL,_ FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) J 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Cor�ocation / 8000 S US1, Suite 402, PSL FL 34952 772-878-5514 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: LLL/l/ / 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: S 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by r Section 713.13(1)(a)7.,Florida Statutes: John Brennan 34951 772-466-1553 NAME,ADDRESS AND PHONENUMBER: I Las Casitas, Ft Piprrp, Fr, 8. fn addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section i 713.13 (1)(b), Florida Statutes: ' NAME, ADDRESS AND PHONE NUMBER: 9. Expiration dale of notice of commencement (the expiration dale is 1 year from the date of recording unless a different date is specified) , 20__ Matthew Lyle. Wynne, Vic;P-Prps i ent Signature of Owner or Print Name and Provide Signatory's Title/office Owner's Authorized Ofricer/Director/Partner/Manager Slate of Florida ,/ County of S t_ .,..-A Ti r r i e The foregoing instrument was acknowledged before me this _day of 43 Gib en .20 gy Matthew Lyle Wvnne as VIIC.f JCES/ Dr"`T (Name of person) (Type of authority ... e.g: wncr, offiecr. ,rusice. attorney ,n fact) For Wynne Buildinq Corporation (Name of party on behalf of whom instrument was executed) Personally ICnown'� or produced the following type of TD. „ �,, DOROTHY ANN HAMER :hip' art.; Notary Public - Stala of Florida _ My Comm. FYplroa Oct 2, 2012 �O A oSalrl ':?�; Commission # DO 827096 (Printed Name of Notary Public) (Signature o(No Public) ter"•� •„rorf�- Bonded Through National Notary Assn. ' o e e n Under penalties of perjury, 1 declare that I have read the foregoing and that the (acts in it ar t th t belief (section 92.525, Ftorida S[atu j. Signal ner(s) or Owners ' uthorized Orf,cer/Director/Partner/Manager who signed above: fly. By Rr otnmom[Rrro(di.r) �Ah OF FLORIDA T. LUCIE COUNTY THIS ST E FYTH T IS TRI! QC RHiC{CIPy Of� OP! u A / / jIElp E. JIJIT4, C bate- - U' / , -- r., WYNI'--�2 BUILDING COR-PORATIO 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie December 13, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 1.8 Vera Cruz Permit # 1110-0166 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved to 5 Placido in our Riverfront park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 E S: Lucie County Building -&a Zonis b M 2300 Virginia Ave F(oRt Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldincr Corporation will be using the following sub -contractors for'the (Company/Individual Name) _ project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida' License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist . Plumbinq & Supply Co. 19150 CFC057672 $VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 21;6f17 Waternroofincr. LLC CCCI 3 2 9 5 9 Gas IIPNUMBER: I `� 1®` ®1 I ISSUE DATE: 1 11 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor' Certification Number: C�2 0 q.,e� State of Florida Certification Number (if applicable): -K 4 162 S -4- Cal./ E le G6l-c i Inc . have agreed to be the (Company Name/Individual Name) e le C f rr ca 1 sub -contractor for �(ri 1% D(Type of Trade) ary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE IZE UIRED SIGNATURE PRINT NAME DATE Business Name: (1 �Y�t r10c Address: LL0 % UJ 21� 00-d U City/State/Zip: T' Fig zr ce /, ��-• LIA Phone: —7 7a.— �'%4— /01i o(o email: OFFICE USE ONLY: PERMIT # ISSUE DATE �J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AIIE IIEQUIRED SIGNATURE Robert A. Case PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 R R State of Florida Certification Number (if applicable): r A C` 0 2 4 3 7 9 C'nmfnrt control of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATMES ARE ItEQUIRED .-Barry Zimmerman S GNAT PRINT NAME DATE Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 1;01 Ri 1 tmnra Rtreet City/State/Zip: Port 9 Lucie, FT, ' 3 4 9 R 3 Phone: -(7 7 2) 7 S 5— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE C �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofinq & Water•proofinq, LLC have agreed to be the (Company Name/Individual Name) Rnof i_ nq sub -contractor for (Type of Trade) for the project located at nne Buildinq Corp. (Primary Contractor) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED �Andrew Kriska �\ SIGNAT PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: 1R1 4 RW Ri 1 tmor t City/State/Zip: I?ert St PT, 34984 Phone: (7 7 2) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: \� #1301-111-0001-000-9; Fast- s of gPrH nn 1 tnwnship 34 Range 39E, (Tax ID/Legal descripdon/Address)lying N&W of Turnpike Feeder R for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide'for, or maintain in any form, adequate drainage off my property which will not adversely affect the immP�iarP rnmmnnity Property Owner Name STATE OF FLORIDA, COUNTY OF St- T _ i A ACKNOWLEDGED BEFORE ME THIS�3 DAY OF GT-o g �X 20—, jr By / / / ITI�l �l t) L "IL YNNeWHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF OTARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY (SEAL) Ry P DOROTHY ANN HAFNER =°r .`�; Notary Public - State of Florida My Comm. Expires Oct 2, 2012 �j F°F F�° �''�,, '0"' Commission # DO 827096 Bonded Through National Notary Assn. No. DESGRIRTION Section -Z- LOCAL DESIGN CRITERIA (Table I .2(1) unless noted otherwise) Floor live load (Table R301.5) 5 Roof live load (Table R301.6) 3 7 Ground snow load Al f"41' BUILDING PLANNING (Chapter 3) Weathering area _g!. Frost line depth IL'-/fR psf Termite area !ff %q Y y_J!�� Y� psf Decay area A' / a psf Basic wind speed % O mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) I / <- 5 Seismic design category (SDC) (Figure R301. 2(z)J yv / /-I, SDC C&D provisions (R301.2.2) !✓ �fJ Winter design temperature �' 2 Ice barrier underlayment required %r M' Flood hazards �� 1,4 - EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) I q Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNINU KLUUlKLMtN 1 5 tiJUJ mrou h ceilin R305 n' ceilin f fi ht - ------------- - Natural ventilation' Area Use ft2Width Living 120 7`-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7' 0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7�_0 7'_0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" . 5'-0"t 3 square feet 1'/Z square feet . `See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-6" min. over plumbing rMures. Required heating (R303.8) SANITTION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) AIM Private disposal (Appendix I) GLAZING (R308) % 1-51 Identification (R308.1) 11,10 Louvered windows or jalousies (R306.2) Human impact Ioa3s7hazafdous7ocaCrons— (R308.31R308.4) iU Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13/e" solid, wood doors, 20-minute fire -rated doors (R309.1) Al 1e9 Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 110" Type X re- quired below habitable rooms (R309.2) -3- ZFloorsurf. ace noncombustible; sloped floor (R309.3) /,0 Carport: open two sides; noncombustible floors; sloped Floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) ILI M Window wells (R3t0.2) /v (A Exit balconies (R311.2.1) Exit access or hallway >_ 3' (R3fi.3) One exit from each dwelling unit (R311.4.1) L" Landings for doors (R311.4.3) Stairways; minimum width = 310'; maximum stair rise = 7314 ; minimum tread =10" with 3/4"-111,1' nosing; minimum headroom = 69" (R311.5) // / A Landings for stairways; minimum dimension —� 36" (R311.5.4) IV4P Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 3' x 3' (R311.6.2) l0 Ramp handrails; one required if slope > 1:12 (R3f1.6.3) Under stair protection (R ?.2) DWELLING UNIT SEPARATION (R31 /) Handrails; required on one side of stair, hand- rail height = 34" to 38 Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family dui )s: 1-hour fire -resistance rating (R317.1; - Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) �A Continuity (R317.2.1) Townhouse'parapet (R317.2.2) Townhouse structural independence (R3f 7 Z4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (13318) > Location and interconnection (R313.2) -Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) e-rir- 10131 v Protection required (Table R301.2(1), R319.1, S- Labeling (R314.2) - 1`' l�l Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6J WALL AND CEILING FINISH (R315) lame spread (R315.1) Smake-developed index (R315.2) INSULATION (R316) !/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) lt'''PQuality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) N P-1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) A'IN Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /l-M Wood foundations (R402.1) ` r Sill plate bolting in concrete/masonry ='/2" di- V Concrete, compressive strength (R402.2) ameter bolts or as required for unbalanced rill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table 00TIt�7GS (Rp3)-- ------ - --- ----- --_ - ---- -- -R94 #(; - �Soil bearing value (R401.4, R403.1) ,/ S Foolings adjacent to slopes (R403.1.7) . oottng width (seepage 5) N/ Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) f/r� Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings,(R403.1.4, R403.1.4.1 and R403,1.4.2) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)J Masonry and concrete foundation walls Av(R404. f. 1, R404. i.2) -4- 5DC D provisions (R404.1.4) Maximum wall height [Tables R404.1(1) - R404,1(3) and Tables R404.1.1(1) - R404.1.1(5)] TABLE R403.1 nruivuvrum ;J1 yr UUNI BETE OR MA50NRy FQOEY (rncr11 LOAD -BEARING VALUE OF SOIL (p " 1,500 2,000. j 3,000 Conventional light -frame construction 1-story_ 12 12 12 12 2-stor 15 12 12 12 3-storV 23 17 12 12 4-inch brick veneer over light frame or 9-inch hollow concrete masonry 1-stor 12 12 12 12 2-sfory 21 16 12 12 3-story 32 24 16 12 B-lneh solid or fully grouled masonry 1-star 16 12 j 12 12 2-story 3-story 29, 42 21 32 14 21 12 16 For 51: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa Ff. Where FRhqhiH1W_faowq;Writb Lc 12 iorhac, a single wvlha of solid or fully grouted 12-inch nominal concrete masonry units is permiLled. FOUNDATION WALLS (cont'd.) COLUMNS (R407�--- — --- "—"------ -"" Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407-2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal.wall thickness17ab/es Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 � R404.1.1(5)] L� Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) to size 8.2 Sill plate rz ( R404.3 ) Ventilation (R408.1 and R40 J Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soff class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ` If uninhabitable, see under-floar space (R408) FLOORS (Chapter 5) WOOD JOISTS .AND GIRDERS (R502) — Beanng 1:5" minirrium un wood ot net 13"m masonry or concrete) and lapped joists (Y) Species and grade (R502,1) (R502.6, R502.6.1) Joists — Sleepin areas, LL = 30 psf _ Lateral restraint and bridging (R502.7, (Table R502.3.1(7)1 R502.7.1) Joists — Nonsleeping areas, LL = 40 psf / Drilling and notching (R502.8) (Fable R502.3.1(2)1 Cantilevered joists (Tables R502.3.3(i) and Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)] — Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls [Table ..-- -- (2)] Joists under bearing partitions (R502.4) -5- STEEL FLOOR FRAMING (R505) Cold -formed steE, ' ,plicability limits; in -line framing (R505.1) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R50, End joints (R503,1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1). Allowable spans (Tables R503.2.1.1(1) and R503.21,1(2)J. Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) �7_ Thickness (R503,3.2) ns f1 TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" �j gravel or crushed stone (R504,2.1) Moisture barrier: placed over base course (R504.2-2) Materials (R504.3) Structural framing (R505.2) Fastening (R505.2.4) Floor construction (R505,3) C?N((//XTE FLOORS (ON GROUND) (11506) Thickness: 3'12 ` minimum; Concrete strength ,,-(R506.1) fill = B'; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) C/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE_RAL�601) ��� esign (R601.2) Component and cladding wind loads [Table ��Windows02(2)] in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) /'60" Construction [Figures R602,3(1) and R602.3(2)] —-Stud-grade-- ��'-� Exterior walls (R602.3) � fVr Stud spacing (R602,3.1) ' "I r� A Interior load -bearing walls (R602.4) f P Interior nonbearing walls: 2" x Y at 24" o.c. or 2" x 4" flat at 16" O.C. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) f Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and /R602,10.3) J Wall bracing amount and location (Table z R602,10.1) Wall bracing length (R602.10.4) /�/ Ml- SAC D (R602,10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) f Identification (R603.2.2) Corrosion ( protection R603.2.3) P Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) -6- ,zvv, IWOI tI Ul ILA 1 SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL f= Wood structural panels_ (RE` ' CONSTRUCTION (R691) Particleboard (R605) General design (H67 .1 and h!01.2) Type of ICF wall design (R611.3 - R611.5) MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7- R611.9) General design (R606) ,A-' Ar SDC C and D (R606.12) C O} NZ ENTIONAL CONCRETE WALL CONSTRUCTION Unit masonry (R607)"� Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS & DOORS (R613) f/ Grouted masonry (R609) J'' �� General; window sills; performance; testing N r` Glass unit masonry (R610) and labeling (R613. f - R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (11702) Wood shakes and shingles (R703.5) Plaster material (R702.2)------- �4 Stone &masonry veneer Figure �` taster support (R702.2.1) r R703.7); Steel angle lintels-4s-4' minimum bear- ypsum board material (R702.3.1) .ing each end (R703.7.3) f�' wire or#22 U.S. A`- Gypsum board support, application and fas- tening (R702.3.2 - R702.3.8) Veneer ties: #9 U.S, gage 811 gage by'!a" corrugated metal; 24" o.c. maxi- XCeramic mum by al spacing; 2.67 square feet tile (R702.4) maximum area supported (wind > 30 psf and so C or D, maximum area = 2 square feet) j Other finishes (R702.5 and R702.6) (R703.7.4. f) - EXTERIOR WALL COVERING (R703) 4/ (A Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) V �ja- Exterior insulation finish systems (R703.9) Wood siding (R703.3)�- Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) CONSTRUCTION (Chapter 8) ROOF -CEILING //" (IX Lateral support and bridging (R802.6) GENE_ RAL (R80 1 ) Design (R801.2 and R80f.3J -- - Framing of openings (R802.9) Wood Trusses (R802. L.A.Component and cladding wind loads (Table _�/ ooftie-down (R802.' 2. 9 R301.2(2)] CEILING JOISTS [Tables R802.4(1), R802.4(2)] ROOF FRAMING (R802) `"� �� Fire -retardant -treated wood (R602.10 4 __ i a ou is stGr fg`E tt-1 �s` -�-/�- Framing details (R802.'a., With attic storage LL = 20psf --- . IV Rafter tie (4' o.c.) (R802.3.1) Spacing f Collar es (4' o.c., in upper third of attic) fi ----- Species Grade. (R602.3.1) - ^/M Purlins (2" x 4" at 4' o.c. minimum) 01.2-1 I _ Span -- (Figure p p �„ �, 3, ! Size f /V 00 Bearing (R602.• 144 i IL- '� Cutting and notching (R802 Engineered wood products (R802- 1, b .� -7- RAFTERS [fables R802.5.1(1) - R8(,- I (8)] -- -- -- ..........-. I— STEEL ROOF FRAMING (Fr Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing � Species Grade Span Size He/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806A -,��--ter--==--= _- ----- ---- - Al��Thlckeness d ATTIC AC S (R807) Access requirements (807.•1) Nlr�=' TW allowable stresses/grading Allowable spans [Table f2503.2.1.1(f)] 803.�,� INSULATION CLEARANCE (R808) . if .. Insulation requirements (R806.3, R808.1) Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROOF G SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) J Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical __._characterisfics;_i�er t� iFcation (R9_04.2 -_ R904,4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) Woodshakes (R905.8) It -up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.f1) 1,4 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905,13) /`✓ ll� Sprayed polyurethane foam roofing (R905,14) /� Liquid -applied coatings (R905.15) LATION (11906) General (R906.1) REROOFING (R907) Materials and methods (R907J) Structural support (R907.2) 114 Recover vs replace (R907.3) -8- KIY✓ 1 •11;IL I- L!•1VLLJ `VIIP'•-- - - MASONRY FIREPLACES (R1001) (-, Construction (Figure R1001.1 and Table R1001.1) SDG D rein forcinglanchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R100f.5 and R1001.6) Steel fireplace units (R1001.5,1) Lintel (noncombustible) (R1001.7) G- Hearth extension material (R1001.9) Hearth extension (R1001.10) M— ,a Ipgrince (R1001.11. Mantel and trim (RI 001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (111003) Construction (Table R100f.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5): Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) EN YE GR EFFICIENCY* (Ch pter 1l) )ark arrestors (Rif . '• 1) all thickness; >_ 4" (R1003.10) ue lining • materiallinstallation (R1003,11 and 1003.12) ultiple flues (R1003.13) ue area (appliance) (R1003.14) ue area (masonry fireplace) (R1003.15) let (R1003.16) eanout opening (R1003.17) 1imney clearance (R1003.18) reblockirng (R1003.19) rrirkpts (R1003.20) C! Compliance; material and equipment (N1101.2, N1101.3) Climate zone (Table N1101.2) -see energy conservation plan review record MECHANICAL (Ch FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) _ installation (171004.2) FACTORY- UILT CHIMNEYS (R1005) Listed and labeled (R1005.1) R1005.4) I istallation (R1005.3 and EXTERIOR AIR SUPPLY (111006) / �1 intake size (R1006.2) rj Appliance labeling (M1302, M1303) t+ �f Appliance access (M1305, M1401) 10, j f Appliance installation (M1307) r/ Heating and cooling equipment; heating /and cooling load calculations (Chapter 14) "/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) 7'►f (r17 Combustion air (Chapter 17) Building envelope (N1102) Mechanical systems (Nf 103) 12.23) _chimney (Chapteriven d0 ant and dlocation Chapter 18) terminations f[/ fspecial fuel -burning equipment (Chapter f9) Boilerslwaterheaters (Chapter20) w Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter23) Penetrations of fire -resistance rated assem- blies (R317.3) Application (G2401.1) Pipe sizing (G2,:, General regulations (G2404) Appliance location (G2406) Air requirements (G2407) f% -Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, Piping materials (G2414) Piping installation (G2415 and G2419) IC41, Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2424 Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1) Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) Plumbing fixtures (Chapter 27) �� - Fixture traps (P3201) Water heater size and location (Chapter26) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) /V,� Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) 7 Listed and labeled materials (E3303) ✓V firing methods (Chapter 37) E3501, Z: Required lighting and receptacle outlets erv�ce equipment and location ,3506) (E3801, E3603) 6/ Service size and load calculations (E3502) %e' Devices and lighting fixtures (Chapter30) Available fault current (E3506) l F" i Appliance installation (Chapter40) T� System grounding (E3507). /'V Swimming pools (Chapter.41) Class2rPmote-control signaling and power-lim- -itedcircuiis (Chapter42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) .Provisions adopted (R102.5) '9 Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) `V /% Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (R10' Compliance wi; ipendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendi �I verified PRIVATE SEWAGE DISPOSAL (AgWndl 17 adopted ( 0 .5) C r�r Hance w n HppE EX19TING BUILDINGS AND STR TURES (Appendix J) SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) NOTES -11- J verrfied Compliance with Appendix K verified /6-/0-// FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A r M41= Project Name: Builder Name: WAYNNE Street: \%\,Xq C�_ � Permit Office: City, State, Zip: FORT PIERCE, FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftz b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftZ b. N/A R= ftZ 7. Windows Description Area c. N/A R= ftZ a. U-Factor: Sgl, default 134.58 ftZ SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ftZ a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftZ EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 1 hereby certify that the plans and specifications covered by Review of the plans and ,111E s?�q?. this calculation are in compliance with the Florida Energy specifications covered by this �y0,_ zz ¢O�, Code. calculation indicates compliance y ��„ !� = ' (&�Mq"e with the Florida Energy Code. rn,rr%; 1==°;.� °,� O PREPAR D Y: Before construction is completed 0 DATE: i `� this building will be inspected for compliance with Section 553.908 * ° I hereby certify that this buildi e -with the Florida Energy Code. ' is in complianc Florida Statutes. O NE' BUILDING OFFICIAL: --_ ATE DATE: _ 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories:, 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp 2.5 % Int Design Temp Heating Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 % FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF / v Roof Gable Roof Color Solar Deck Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 • 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood ! 11 s * t 1 0 0.25 0.8 B ar $. �r�.. emu✓ v�0 1 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ---- Forced Ventilation -- Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 k , is ti l� t7 yy ti 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / ---- Supply ---- ---- Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [[X Jan Heating [Xj Jan Feb IXXIFeb [[X��]] Mar [X] Mar ]] Apr ] Apr rX X May May Xun �XjJjun ]] Jul ] Jul r X]] Aug Au Sep Se Osep Oct Oct �xj (X] Nov [X] Nov XDec X Dec Venting [X Jan X Feb [X Mar A r X Ma lX� X Jun Jul lX] X Aug Oct [X] Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 J f FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 wFn TRATInN REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfrn/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the tom late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses I N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ce ling M �. R11Cgralls-raceme R-11 or CBS R-3 both N1102.B.1.1 sides. Commo ceilin - & o6rs.R 1 , 5/5/2010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A f12 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13, Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be/hstalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Disp Card will be completed based on installed Code compliant feat Builder = ig" natures: Date: .\O Address of New Home:�� q��-Z City/FL Zip: K,.j1._, �_, -7 rur� "Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. "'Label required by Section 13-104.4.5 of the Florida Building Cod o_ Puildin-q or Section 62.1.1 of Appendix G - T. of the Florida Building Code, Residential, if not DEFAU{TIL�iF, err I � � EnergyGauge® llS,F�aRes2008�, Pro Job: ect Summa wrightsoft' � � Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: GcCKNa .QAcY�-�WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Heating Cooling Central vent (31 cfm) 1316 Btuh Area (ftZ) 1452 1452 Equipment latent load 5144 Btuh Volume (ft') 12652 12652 Air changes/hour 0.45 0.23 Equipment total load 26285 Btuh Equiv. AVF (cfm) 95 49 Req. total capacity at 0.70 SHR 2.5 ton Heatin E ui ment Summa` C 7`0`1'ent Summary 9 q P rY �,� Lq .. rY Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat P I t Trade '�13 P�JRON; HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 8.2 HSPF Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh 30000 Btuh @ 470F Latent cooling 9000 Btuh 27 OF Total cooling .30000 Btuh 1000 cfm Actual air flow 1000 cfm 0.049 cfm/Btuh Air flow factor 0.046 cfm/Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �++ -01*- wrig"tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 ® Load Short Form Job: -- wrightsoft Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) CIg AVF (cfm) FOYER 60 1153 708 56 33 GRT R M/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 M S B D R M 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH B D R M 2 MASTER LAV 45�?�21 194 56 , a a 3694 p' a25 rr7 i2f 7Gjs 250 170 '1sr, 3 8 Y Cz7 E� 26 � 76 j 45 ,i 9 12 83 1 a Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ti -411- wrightsoft' Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 ,)&")Or- .1 1000 TOTALS AUS 1401 41001 � r,77 -7 r :a 6 zu ul Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -0fa- wrightscft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-OS 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/coal 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vdl 12C-Osw 0,091 n 2.55 2.18 487 448 1141 978 0 0 0 0 i-- G 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 12C-0sw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 IW - t---G 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 �-D 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 �j 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 T-G 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 IW I--� 1A-r1omd 1,270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 Lj 1 D-c2ow, 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L--D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 166-30ad 0.032 0.90 1.68, 1395 1395 1250 2344 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope Toss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r}+- wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC�A E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 260 220 561 481' 0 0 0 0 1A-r1ob 1.080 n 30.24 23.64 40 0 1197 932 0 0 0 0 �j 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 �G 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 L-D 11Jo 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VJ 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 52 52 132 114 T-G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw: 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 IW I--c� IA-rlomd 1.270 w 35.56 26.39" 39 39 1387 1029 0 0 0 0 I___G 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 1613-30ad 0.032 0.90 1.68 509 509 456 855 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 509 47 1768 0 46 7 247 0 17, a � a':.a.:FPr ^�,� � �*�1847 " 1. I -5 6 c) AED excursion Envelope loss/gain 5769 5487 W 706 403 12 a) Infiltration 1012 277 115 32 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 140 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Pir wr:gr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .�CCP. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation =.E Page 2 wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ft' 52.5 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 �G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 WJ 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 T-G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 6 6 213 158 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 G 1A-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obv 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 1613-30ad 0.032 0.90 1.68 150 150 134 252 53 53 47 88 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 150 0 0 0 53 8 285 0 t � i 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 2400 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load 395 3487 1 1 1011 577 Air required (cfm) 19 160 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �}r wria�r.tsofc- Right-SURe® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC^`GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 wrightsoft• Right-JO Worksheet Job: Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ft' MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ft' Ty Construction number U-value (Btuh/W °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 �i W D 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11.10 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 Dc2ow 12B-Obw 11 DO 168-30ad 16C-19a1 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55, 35:56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59:58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 0 0 0 0 0 0 0 0 0 Or 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118 0 0 64 0 0 0 0 153 0 0 119 0 30 0 0 252 0 252 64 0 0 0 0 153 0 0 89 0 2 0 0 252 0 40 162 0 0 0 0 390 0 0 227 0 479 0 0 226 0 1502 139 0 0 0 0 334 0 0 194 0 1788 0 0 423 0 0 VV L--G W W E21A-r1omd P " C C F 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 1ntemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 2 0 460 0 Subtotal (lines 6 to 13) 63 117 1 3731 4701 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 63 15 0 0 0 117 40 12% 14% 0 0 0 3731 455 0 0 0 4701 659 Total room load Air required (cfm) 78 4 157 7 1 4186 205 5360 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -�.r wrigr.rsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC3-. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 -�►- wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1.1,01 SE SILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL 0 ft BATH 5.0 ft 2 3 Exposed wall Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft2 45.0 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ft) Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WL 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 I--G IA-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 WI 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 - IA-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 11 D 11.10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 0 V�V __G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 IW 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0 EI-�; IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 l 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 2 J F�'•.a td�r t) F 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 16 29 4211 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 29 421 187 15 Duct loads 24% 34% 4 10 24% 34% 100 63 F119 Total room load 39 521 250 Air required (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA EAWrightsoft HVAC\Wynne Corp\WYN N ECARLETON PER F61.rrp Calc = MJ8 Orientation = E Page 5 J wrightsoft° Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 32.5 ft 8.0 ft heat/cool 8.0 ft 8.0 ft heat/cool 3 4 Ceiling height Room dimensions 12.5 x 15.5 ft 7.0 x 8.0 ft 5 Room area 193.8 ft' 56.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vdl 12C-Osw 0.091 n 2.55 2.18 : 124 124 316 271 0 0 0 0 C 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 100 80 204 175 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VV 12C-Osw 0.091 s 2.56 2.18 36 36 92 79 0 0 0 0 L-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 64 64 224 142 W�12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 194 194 174 326 0 0 56 0 56 0 77 0 117 C F 16C-19al 22A-tph 0.049 1.358 1.37 38.02 2.08 0.00 0 194 0 33 0 1236 0 56 8 304 0 9 Oi ry{��I 7 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 Total room load 3594 1799 925 398 Air required (cfm) 176 83 1451 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -r}r wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC"`GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 iThese truss designs rely on lumber values established by others. MiTekn POWUR Tq PERFORM: RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc.. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Biock: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load:. N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# ITruss Name I Date I No. I Seal# Truss Name I Date ' 1 IT4134019 JA5 . 7/26/011 118 1 T4134036 .1 KJ8 7/26l011 12 IT4134020 IA6 17/26/011 I I I I I I I I I I 13 IT4134021 IA7 17/26/011 14 IT4134022 IA8 17/26/011 15 I T4134023 I A9 17/26/011 16 IT4134024 IA 17/26/011 17 IT4134025 IGRA I7/26/011 8 IT4134026 JGRB 7/26/011 9 I T4134027 011 1 17/26/011 110 I T4134028 I J2 17/26/011 Ill I T4134029 I J3 17/26/011 112 IT4134030 IM 17/26/011 113 IT4134031 05 7/26/011 14 I T4134032 I J6 17/26/011 15 IT4134033 JR 7/26/011 16 IT4134034 I J8 17/26/011 117 IT4134035 I KJ7 17/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. +++++1tto111 � pU 1 N �0fii P,......... >� ,� � E I f68182 / 1 ±13 ; cr Z i o '• STATE OF C N AL ►trn ++++�+°�. Velez, Joaquin Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134019 M11311 A5 SPECIAL 9 1 Job Reference o t onal Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page 1 26.4.0 34-M 96-0.O 1-0-0-0 7S5 2-s-t5 s-8-t2 3-0-e 5-1 t-8 74E-0 Scale = 1:61.3 5x8 MI120 = 4.00 12 6 2x3 M1120 II 2x3 M1120 11 US M1120 % 7 3x6 MII20z:t7 2x3 M1120:::r 4 5 8 3x4 M1120 3 9 2 14 10 11 us a1 7x10 M1120 = 15 16 d 3x10 M1120 5:'13 - 12 3x6 M1120 zzz 5x10 M1120 = 2.3 M1120 11 2.00 12 lo." 20.4-8 26-0-0 34.0-0 1U-6-0 9-10-4 5.11-8 7-60 Plate Offsets KY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14- >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007rfP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc pudins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6 14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=135010-8-0, 10=1348/04!f-0 Max Horz 2=153(1_C 6) Max Uplift 2=-858(LC 3), 10=858(LC 4) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5=5238/2804, 5-6=5243/2908, 6-7=2471/1445, 7-9=2520/1368, 9-10=3169/1750 BOTCHORD 2-14=2965/5275, 13-14=1013/2184, 12-13=1531/2933, 10-12=1531/2933 WEBS 3-14=299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=342/543, 9-13=664/551, 9-12=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. `�� v N V 111 F� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3-Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber �% .... .... 2!1� DOL=1.33 DOL=1.33 E plate grip ,�� , ,.•\ F • �• ss 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e .' �. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit w e N( 68182 �•� between the bottom chord and any other members, with BCDL = IO.Opsf. * 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of * �. bearing surface. 0 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=858, 10=858.''. T O F LOADCASE(S) Standard 0 • • ��.� �� o N A4 FL Cert. 6634 July 26,201 A WAPUTM-V.-Od-I9.p' armnetem and READNOTES ON IWSEND IMUMED MITEKREFERENCE PAGE M7-7473 rev. 10-'0895FORS USE. �R Design valid for use only with MiTek connectors. Thus design is based only upon parameters shown, and is for an individual building component. R■ Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown p q;y' Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during ryr construction Is the responsibility of the l ele erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding v ------ .a fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSl-B9 and 6CSI luildrng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 JJob ` Truss Truss Type Oty Ply Grand Carlton 9' Porch JA6 T4134020 M11311 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc,, Fort Pierce FI. 34982 " ,� s-tt-tt t5-0.o ts-o-o ao-4-s 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1 26a-o ae-n-n �u+-ry 1-0.0 8-11-11 6-0-6 4-0.0 1-4-8 5-17-8 7-8-0 1-0-0 Scale = 1:626 4.00 12 5x10 M1120 % 5x6 M1120 5 6 2x3 M1120 3x6 M1120 % 3x4 M1120 US 1011120ZZ� 4 n 3 7 8 � 2 14 1 T 9 I 10 w 6.8 M1120--- 13 I„y 1 3x4 M1120= 72 3x10 M1120 d 11 3x6 M1120 2.00 12 54 M1120 = 2x3 MII20 I I r r 10-64 15-0-o zo-4-8 zs-0-0 34-041 10-Cr4 4-612 5-0-8 5-11-8 7-8.0 Plate Offsets MY): : 2:044Edge], 5:05-0 0-2-0 9:0-3-14 0-1-8 LOADING (pst) SPACING • 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) .-1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horc(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=130510-8-0, 9=130510-8-0 Max Horz 2=138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=2458/1548, 6-7=-2330/1402, 7-9=3059/1811 BOT CHORD 2-14=2964/4955, 13-14=1329/2512, 12-13=1107/2171, 11-12=1587/2829, 9-11=1587/2829 WEBS 4-14=-369/478, 5-14=1557/2665, 5-13=412/277, 6-13=-313/575, 7-12=7541601, ' 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. f 111 E I it►! 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf: h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber N DOL=1.33 plate grip DOL=1.33 ,`�� QU� 3) Provide adequate drainage to prevent water ponding. `QP, • .......... • 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .•• I'- `s� •? �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit �+ between the bottom chord and any other members. d NC 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPl 1 angle to grain formula. Building designer should verify capacity of d * •� bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=875, •: 9=875. � � T F �•411 •� • �� LOAD CASE(S) Standard �0 , •N IIpI111 EFL Cert. 6634 July 26,201 ® WARNINO - Vtn lh deshm parainet ere and READ NOTES ON THIS AIM INCL(WED DU7EK REFERENCE PAGE M17-7473 lea. 10-Va DEFORE USE, e Design valid for use only with Mnek connectars. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown A is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding F--,. evxasna.a- fabrication, quality control. storage, delivery, erection and bracing, consult ANSViPII Quality Criteria, DSB-89 and BCS18uilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 3361 D-4115 &b Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134021 M11311 �A7 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc, Fort Pierce FI. 34982 - •i1-0-T 8-11-0 1'�-a-0 �7-D-0 7,140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10.,33:51 2011 Page 1 �6-4-0 34-0-0 350-0 1-0.0 8-11-9 4�7 8-0-o s4-0 7-8-0 1-0.0 Scale = 1:62.6 4x8 M1120 ' 4x8 M1120 4.00 r12 4 5 2x3 M1120 Q 1 3x4 MI@0 3 6 N 2 11 1 7x8 M1120 = 7 B u. Ib d 3x10 MUM = 10 9 US M1120--' 5x12 M1120= 2x3 M1120 II 2.00 12 10-6-4 13-0.0 20-4-6 _ 26-4-0 3a-0-0 -- 10-6-4 2-s1z 74-8 5-11-6 7-8.0 Plate Offsets -KY): [2:0-4-4 Ede :0-3-14 0-1-8 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (Matrix) Weight: 146lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural woad sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz 2=123(LC 6) Max Uplift2=890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5291/3195, 3-4=4991/3006, 4-5=2299/1492, 5-6=-2409/1503, 6-7=3033/1827 BOT CHORD 2-11=3012/5002, 10-11=1821/3184, 9-1 0=-1 601/2801, 7-9=160112801 WEBS 3-11=284/421, 4-11=130912342, 4-10=1032/675, 5-1 0=1 16/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. I II1II/ f11�� `tiVVII 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ' �� 1 N. ��I, DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ,♦�♦ Q Qv , VF� •� G E N • • Fes'., ♦♦ ,0 •• ••, 4) This truss has been desjgned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .; .' \; F �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 68182 •• between the bottom chord and any other members. r 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of �� bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except at=1b) 2=890, + ; 7=889. F .' LJJ •• LOAD CASE(S) Standard ;0 • '� Q ,• ��e Irtill FL Cert. 6634 July 26,201 A WARMNG - Verrf fj design parameters and READ NOTES ON T HISAND BWLWED MI7EKREFERENCE PAGE MII-7473 rev. 10•TIS BEFORE USF, Design vorid for use only with Mirek connectors. This design is bored onty upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pyr Is for lateral support of individual web members only. Additional temporarybracing to Insure stabTty during construction Is the responsibility of the Mew erector. Addlional permanent bracing of the overall structure is the responsib, ty of the building designer. For general guidance regarding vow•..,.o nxwroa.a• ' fabrication, quality control. storage, deWery, erection and bracing, consult . ANSI/TPII Quality Cr8erla, DSO.87 and 8CS16uilding Component 6904 Parke East Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610.4115 Truss Truss Type Oty Pty Grand Cadton 9'PorchT4134022 IM, 311 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MTek Industries, Inc. Tue Jul 26 10:33:52 2011 Page 1 ••r; 6-11-9 11-0-0 tr.-sl-d 20-4-8 27-n_0 } 261-3 I 3So-Q I } 7-10-13340.0 1-0.0 8-11-9 2-0.7 4.8.4 4-B-4 2-7-8 3-1-3 1�0.0 Scale = 1:62.6 5x6 M1120 = 2x3 M1120 II 5x10 M1120 3x4 M1120= 4.00 12 2x3 141120'Z 4 5 6 7 2x3 MII20 3 An8 � TII 9 us 1 2 13 10 I19 � Ir, 7xB.M1120 = d 3x10 M1120 = 12 11 US M1120 5x12 M1120 = 3x4 M1120 = 2.00 12 10-6-4 20-4-8 23-0-0 34-0-0 10-0.4 9-10-4 2-7-B 11-0-0 Plate Offsets KY): : 2:0-4 4 Ed a 7:0-5-00-2-09:0-3-14 0-1-8 LOADING (psf) SPACING , 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC20071rP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* -TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and'required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-107(LC 6) Max Uplift2=902(LC 3). 9=902(LC 4). FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 45=4327/2666, 5-6=2687/1741, 6-7=2687/1741. 7-8=2623/1654, 8-9=2960/1878 BOT CHORD 2-13=3086/5036, 12-13=-2118/3556, 11-12=1324/2454, 9-11 =1 648/2750 WEBS 3-13=-357/484, 4-13=933/1546, 5-13=-426/922, 5-12=10311734, 7-12=346/505, 7-11=246/432, B-11=402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 16j11111111177 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber +va�� QOI N ������ v DOL=1.33 plate grip DOL=1.33 e� Q�? • •....... `�� I! •. 3) Provide adequate drainage to prevent water ponding. � Is�. � G E N ,9 • ••• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , .' �, �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit 6 818 2 • ••• 4 between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPl 1 angle to grain formula. Building designer should verify capacity of * • bearing surface. v = 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (t=lb) 2=902, "b • ; e 9=902. : '�D ••. T F .' o ••,� LOADCASE(S) Standard �� `�� `O..• N d)lIIIt1111 FL Cert. 6634 July 26,201 ®WARN/NG-Verlydesigap�et�dREAD NOTES ON 7WSdND]MUMED AIIYEKREFMWXE PAGE MII.7473 ma. 10-VS BEFORE USE. �� Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for on individual building component. Applicability of design paromenten and proper incorporation of component is responsibility of buldng designer- not truss designer. Bracing shown p �;p Is for lateral suppport of Individual web members only. Additional temporary bracing to insure stability during construction is the responslbilty of the MTek• erector. Addtional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding var�n.o ecnra ,� fabrication, qualify confrol, storage- delivery. erection and bracing. consult ANSVTP11 Qua illy CrBedo, DSB-87 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Cadton 9' Porch T4134023 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page 1 ' • 1--0-0 9-0.0 I 14-8-14 20-0.0 I 25-0-0 1.0.0 9-0-0 5-8-14 5-7-2 4-8-0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H 3x4 M1120 = 24 M1120 11 7x10 M1118H 4.00 12 3 4 5 6 N 2 A 7 B dt Id 3x5 M1120 % 14 73 12 11 10 9 3x5 M1120 US M1120= 3x4 M1120= 5x8 M1120= 24 M1120 II ' 24MI120 11 3x6 M1120 = 14.6-14 20-4-D 25-0-0 34-0-0 9-0-0 5-8-14 5-7-2 4-8-0 9-0411 Plate Offsets 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:05-00-2-0:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 M1118H 1951188 BOLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guid REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=38510-8-0 Max Horz 2=92(LC 5) Max Uplif:2=533(1_C 3). 11=948(LC 3), 7=365(LC 6) Max Grav 2=704(LC 7). 11=1534(LC 1), 7=410(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=1159/711, 3-4=491/387, 4-5=3821760, 5-6=382f/60, 6-7=269/199 BOT CHORD 2-14=604/1027, 12-14=-604/1037, 11-12=234/491 WEBS 3-14=0/335, 3-12=637/418, 4-12=149/416, 4-11=-1362/875, 5-11=293/254, 6-11=1054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design.. { 11 i 1171 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Dpsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `��Ob� V N DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. F� ✓� e�� PC1• • ...... O E ee G �.••�,� S�•• i 4) All plates are MT20 plates unless otherwise indicated. >> 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • e i Nc 68182 e 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit "' * �• * between the bottom chord and any other members. :- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=533, — — 11=948, 7=365. +� LOAD CASE(S) Standard T OF :• � � O lliIlit FL Cert. 6634 July 26,201 ®WdRNfNG- Vertfydesegnparmnct..dREAD NOTES ON TWSANVJ CLV0E MTZKPEF&RENCE PAGE Ml 7473rxa. 10-VSDEFORE USE. ��e Design valid for use only with MBek connectors. Th-s design's based only upon parameters shown, and is for on Individual building component. Applicability of design poramenters and proper Incorporation of component isresponsibiity of buildng designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stabllity.duflng construclion is the responsibilGty of the M ITOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding rowsw.e viwron••• fabrication, quality control• storage, deWery, erection and bracing, consult . ANSI/TP11 Quality Cri erfa, DSB-89 and 1CS16uilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamaa. FL 33510-4115 Qb Truss Truss Type Oty Ply Grand Cadton 9' Porch T4134024 M11311 A � COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 20D9 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Page 1 • 1-0-Oi 6-7-1� 12-4-1'+ 17-0.0 21-7-3 274-3 1-0.0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0.0 Scale=1:59.4 4x5 M1120 = Cog 12 6 19 2x3 M1120 I I 18 2x3 M112D II 3x6 M1120 % 5 7 US M1120 3x4 M1120 % 4 8 3x4 M1120 3 9 N�111 2 10 11 all It� d 16 20 21 13 d 3x8 MII20 = .17 — 15 14 — 12 3x8 M1120 4x6 M1120 4x6 M1120 = 2x3 M1120 11 3x8 MII20 = 3x8 M1120 = 2x3 M1120 11 i 6-7-13 12-4-13 21-7-3 27-4-3 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(Q -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55. Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz 2=154(LC 6) Max Uplift2=880(LC 3), 10=880(LC 4) FORCES (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=2844/1510, 5-6=2837/1618, 6-7= 2837/1618, 7-9=2844/1509, 9-10=3400/1848 BOT CHORD 2-17=1743/3154, 15-17=1743/3154, 14-15=937/2064, 12-14=1633/3154, 10-1 2=1 633/3164 WEBS 6-14=584/951, 7-14=298/327, 9-14=-560/479, 6-15=584/951, 5-15=298/328. 3-15=560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111111► t!!!! 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `�'11 *� fj N DOL=1.33 plate grip DOL=1.33 ,�'kp• F� c��l� 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. a OG E N' �� , S� •' �� ' 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit : .•• �,� r between the bottom chord and any other members, with BCDL = 10.0psf. ♦ �I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=880, * ' •' P68182 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. •�• 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T O F • r LOAD CASE(S) Standard i • �` Q _�� 1) Regular.. Lumber Increase=1.25, Plate Increase=1.25 �� •••• �� Uniform Loads (plf) �f�! SS • • • •' f `.j� �� 54, 2-20=-20, 20-21=-60, 1D-21=20 s (Ib)11 Concentrated ad Vert: 18=-50(F) 19=50(F) FL Cert. 6634 July 26,201 ®WAPWM-Vw-0 design parametexs and READ NOTES ON TBISANz)imumED mTEKRbF&RENc&PAGE MY-7473 rov. 10-VSBEFoRE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the respombafty of the MTek' erector. Additional permanent bracing of the overall structure is the responsibility of the bu9dng designer. For general guidance regarding. A--m "arae.•- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualify CrBerk, DSB-89 and BCSI BuDding Component 6904 Parke East Blvd. Safety Informallon mailable from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-411 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch .� T4134025 M11311 GRA HIP 1 1 obReeeceodoa Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2611:25:30 2011 Page 1 • 1-0- B-0-0 11-1-0 17-D-0 18-8-0 22-2-2 26-0-0 34-" 5-0- -0-0 8-0-0 3 1-0 5-11-0 1 6 0 3 8-2 3-9 14 8 0 0 0-0 TRUSS NOT SYMMETRIC Scale=1:59.8 DO NOT ERECT THE TRUSS BACKWARDS 4x5 = 11 14 9 7x12 i 8 17 19 6x12 4 3x6 4.00112 3 — 13 5 18 20 21 10 2 22 23 -J� 1 d 29 28 27 26 25 3x5 _ 24 3x5 d _ _ 3.5 �� 3x6 7x8 = 3x8 5x6 = 6x8 = 8-0-0 11-1-0 18-" 26-0-0 34-0-0 r B-0-0 3-1-0 7-5-0 7-6.0 8-0-0 Plate Offsets X Y : 2:0-3-14 D-1-8 3:0-4-12 Ede 21:0-4-12 Ed a 22:0-3-14 0.1-8 27:038 0-3-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr . NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 194lb LUMBER BRACING' TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 113 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19. 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=154(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=393(1_C 3), 27=1384(LC 5), 26=1697(LC 4), 22=711(LC 4) Max Grav All reactions 250 lb or less atjoint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-1 O=736/1 100, 10-12=736/1100, 12-13=736/1100, 13-15=736/1100, 15-16=736/1100, 16-18=736/1100, %%111111frill, �� 18-20=1733/1453, 20-21 =1 733/1453, 21-22=1859/1334, 4-6=1401290, 6-9=991356, `♦♦1 QU f N Vr ! f 9-11= 52/411, 11-14=-123/474,14-17=-45/344,17-19=93/279 ♦ �p ••,........ Z� �, BOT CHORD 2-29=-342/438, 28-29=282/344, 27-28=282/344, 26-27=688/581, 25-26=-054/461, E of ♦♦ G ,••��.� S�•- 24-25=-354/461,22-24=-114411704 0 WEBS 3-29=-523/811, 3-27=-145211126, 5-27=526/667, 5-26=482/421, 13-26=832/710, N( 68182 •'� 18-26=187611617, 18-24=1020/1544, 4-5=-040/524, 19-20=238/314, 14-15=472/441 NOTES 1) unbalanced roof live loads have been considered for this design. D 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber 13 T •. 41J DOL=1.33 plate grip DOL=1.33 0. 3) Provide adequate drainage to prevent water ponding. ++ • 'C 4) All plates are 2x3 MT20 unless otherwise indicated. +j . • \ ♦� �♦ 5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. r�I ss " •N • \ �I�I 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q� `,♦1 fit between the bottom chord and any other members. J 11/1111/1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27,1697 lb uplift at joint 26 and 711 lb uplift atjoint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1Od nails. FL Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at B-0-0 on bottom chord. The design/selection of such connection device(s) is the July 26,2011 responsibility of others. Inc ® WARMW - Ve,10 destge paramet ens aad READ NOTES ONT THIS AND IMUMED MTEBREFERENCE PAGE Mf1.7473 nen. 10-VS DEPORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �� ' Applicability of design pammenters and proper incorporation of component is responsibTty of building designer- not truss designer. Bracing shown is the the OW WOW is for lateral su port of Individual web members only. Additional temporary bracinto insure stability during construction responsibility of erects. Additional permanent bracing of the overall structure is the responsli Aty of the building designer. For general guidance regarding ro,vn,.e n.nraa..• fabrication• quality control storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBeda, DSB•89 and BCSI Building Component 6304 Parke East Blvd. Safety Inforrnatlon available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 411311 I GRA HIP Chambers Truss Inc., Fort Pierce FI.34982 LOAD CASES) Standard Ply I Grand Carlton 9' Porch T4134025 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2611:25:30 2011 Page 2 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-3=54, 21-23=54, 2-29=20, 24-29=-47(F=27), 22-24=20, 3-11=126(F=72), 11-21=126(F=72) Concentrated Loads (lb) Vert: 29=641(F) 24=641(F) FL Cert. 6634 July 26,2011 �• WARNWG-Vu't,jY de.(gn parameters artd READ NOTES ON TfIISAND INCLUDED N/TE REFERENCE PAGE MII-7473 ren. 10 V8 BEFORE VSS. Design valid for useany with M7ek connectors. This design is based only upon parameters shown, and Is for arsIndividual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional lemporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding vo.�w.o n�nroeia• fabrication, quality control, storage, delivery. erection and bracing, comult ANSI/TPII Quality Cdledo, DSB•89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Informallon avoilable from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 �ynb Truss Truss Type Oly Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 Job Reference o tlonal Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc, Tue Jul 26 10:33:58 2011 Page 1 1-0-0 7-o-0 � i3-e-1a zoo-o z7-o-o 3a-o-o aso-o '1-0.0 7-0-0 6$14 6-7-2 &B•0 7-0.0 t-PO Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 MII18H % 3x8 1011120 = 4.00 12 3x6 M1120 = 2x3 M1120 II 6x10 MII20 3 16 17 184 5 19 20 6 21 22 23 7 n d1 d 3x6 M1120 % 75 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 = 2.3 M1120 I 2x3 M1120 I 4x6 M1120 = 3x4 M1120 = 7x8 M1120 = 3x6 M1120 = 7.0-0 13-8-14 20-0-0 27-M 34.0-0 7-0-0 64-14 6.7-2 6-"7-0-0 Plate Offsets X Y : 2:031a 0-1-8 3:0.5-0 0-2-04:0-3-8 0-1-8 :0-5-0 0-2-0 LOADING (per SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(I-Q 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 MII18H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(fL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007rTP12002 (Matrix) Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly. applied or 3-11-4 oc puriins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=855(LC 3), 12=2012(1-C 3), 8=459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=2998/1795, 3-4=2012/1299, 4-6=908/1583, 6-7=908/1584, 7-8=1040/595 BOT CHORD 2-15=1644/2780, 13-15=1653/2820, 12-13=1177/2012, 10-12=-462/972, 8-10= 4541934 WEBS 3-115=149/784, 3-13=-862/552, 4-13=-821779, 4-12=3806/2345, 6-12=-809/766, 7-12=2675/1602,7-10=-138f762 NOTES 'llllIIIf►ll., 1) Unbalanced roof live loads have been considered for this design. I N„V�� 2) Wind:AS h1(3-second gust); TCDL=4.2psf-, BCDL=3.Opsf,, h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber plate grip DOL a��,O�aU ' G E S'�••? ,s• .••U� 3) Provide adequate drainage to prevent water ponding. e 4) All plates are MT20 plates unless otherwise indicated. e N 6 818 2 •• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * * p 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit • between the bottom chord and any other members. o 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 Ib uplift at joint 12 a d a and 459lb uplift at joint 8. •, T F ' 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated IDad(s) 106 Ib down and 147 Ib up at 7-0-0, � O 115 lb down and 128 Ib up at 9-0-12, 115 Ib down and 128 Ib up at 11-0-12, 115 Ib down and 128 lb up at 13-0-12, 115 Ib down and 128 ♦ �` Q w Ib up at 15-0-12, 115 Ib down and 128 Ib up at 17-0-0, 115 Ib down and 128 Ib up at 18-11-4. 115 Ib down and 128 Ib up at 20-11-4, 115 �rj� ss Ib down and 128 Ib up at 22-11.4, and 115 Ib down and 128 Ib up at 24-11-4, and 146 Ib down and 147 Ib up at 27-0-0 on top chord, and • •' ��j� �� •jU 437lb down and 196 Ib up at 7-0-0, 90 Ib down at 9-0-12, 90 Ib down at 11-0-12. 90 Ib down at 13-0-12, 90 Ib down at 15-0-12. 90 Ib f10 A�- 1 down at 17-0-0. 90 lb down at 18-11-4, 90 Ib down at 20-11-4, 90 lb down at 22-11-4, and 90 Ib down at 24-11-4, and 437 lb down and j 11111 t l l { 11% 196 Ib up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Celt. 6634 LOADCASE(S) Standard July 26,201 Continued on Page ®WARNING-Yert/ij deslyn panamatens dREAD NOTES ON TWSAND INCLUDED 397EKREFERENCEPAGE MR-7473 ma. 10•'08 BEFORE USE. Design varid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction isthe responsibility of the MiTek' erector. Additional permanent bracing of the overall structure's the responsibility of the bulling designer. For general guidance regarding ro.+xn.o ncw.nw.,• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite,312, Alexandria. VA 22314. Tampa. FL 336104115 Type Ply I Grand Carlton 9' Porch T4134026 1311 Chambers Truss Inc., Fort Pierce Ft. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10*33:68 2011 Page LOAD.CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: ". 54, 3-7=54, 7-9=54, 2-8=20 Concentrated Loads (lb) Vert: 3=106(B) 5=115(B) 7=106(B) 15=437(B)10=437(B) 16=115(B) 17=115(B)18=115(B) 19=115(B) 20=115(B) 21=115(B) 22, 115(B) 23=115(13) 24=45(B) 25=45(B).26=45(B) 27=45(B) 28=45(B) 29=45(B) 30=-45(B) 31=-45(B) 32=45(B) FL Cert. 6634 :1 July 26,201 ® WARMNG - VerQfy design pammctens and REdD NOTES ON TflISdM) INCLGIDED DIITEK RSFEREfJCE PAGE M7-7473 reo. 10•'OS BEFORE tlS&. Design varid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsblity of buildng designer- not truss designer. Bracing shown �gg;;�� is for lateral support of Individual web members only. Addffonallemporary bracing to insure stably during conshuction is the responsibility of the MiTek' kf erector. Additional permanent bracing of the overall structure B the responsbTy of the building designer. For,generd guidance regarding rorca,o �RroRra' fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information mailable from Two Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamva. FL 33610-4115 1311 Chambers Truss Ina, Fort Pierce FI. 34982 Type )TRUSS Ply I Grand Carlton 9 Porch T4134027 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10.33:58 2011 Page -1.0-0 i 1-0-0 r 140-0 1-0.0 Refer to MiTek :TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 4.00 F12 3x4 M1120 = Scale =1:62 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007frP12002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) VdeO Ud Vert(LL) 0.00 2 >999 360 Vert(TL) -0.00 2 >999 240 Horz(TL) 0.00 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS' (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Max Uplift2=190(1_13 3) Max Grav 2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) truss to 5) Provide mechanicalrtruss connection (by othe s) lof truss to bearing plate capable of withstanding 190 Ib uplift at joint 2. 10140 ` N I f V f LOAD CASE(S) Standard ♦, OP' G•E ♦ e ♦ N 68182 00 'T OF /1ff11111t1' FL Cert. 6634 July 26,201 ® WARMM - Verify desiV parameters and READ NOTES ON 7WSAND INCLUDED AMT F-K REFERENCE PAGE MM-7473 rea. 10-'03EEFORE USE. R c Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. R` Applicability of design paromenters and proper Incorporation of component B responsibility of building designer- not truss designer. Bracing shown WOW is for lateral support of individual web members only. Additional temporary bracing to insure stabTtydurin construction Is the responsibillity, of the �V�iTOW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding GuwcNA vistas••• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdieda, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 431 Type )TRUSS Ply I Grand Carlton 9' Porch T4134028 Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:33:59 2011 Page r - , -1-0-0 i 2-0-0 � 1-0-0 2-0-0 Scale = 1:7.9 3x4 M1120 = 2-0.0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (foe) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr, YES WB 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007)TPI2002 (Matrix) Weight: 8 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz 2=73(LC 3) Max Uplift 2=-1 65(LC 3), 3=34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf,, h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. LOAD CASE(S) Standard oxi i N r rVF ` OP••'EN, s s � N 68182 �: T OF •; , ralttlu FL Cert. 6634 July 26,201 (WARNING-V.J* dig. parametersandREADNOTES ON7WSANDINCLMEDMrERREFERENCEPAGEMf7-7473r .10-VS BEFORE USE, �• Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an Individual building component.■t Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pp i tq' is for lateral support of individual web members only.. Additional temporary bracing to insure stability duM ring construction is the responsibility orthe ek• erector. Additional permanent bracing of the overall structure Is the responsibLty of the building designer. For general guidance regarding ro,.ia,e nwrow.a• fabrication, quality control, storage. derwery, erection and bracing, consult ANSVFPII Quatily Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, Fl- 33610-4115 Type Carlton 9' Porch T4134029 1311 TRUSS Chambers Truss Inc, Fort Pierce FI. 34982 7A40 s Oct 12009 MiTek Industries, Inc, Tue Jul 26 10,33:59 2011 Page i .-1-0_n 341-0 . I o Scale = 1:9.6 3x4 M1120 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TPI2002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in (loc) , I/dell Ud Vert(LL) -0.00 2-4 >999 360 Vert(TL) --0.01 2-4 >999 240 Horz(rL) -0.00 3 n/a . n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD' Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 3=49/Mechanical, 2=18410-8-0, 4=25/Mechanical Max Harz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=141t Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-O wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. lb 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 uplift at joint rrrr Qv N �<� LOAD CASE(S)' Standard ,'♦ ��OP• C, E�11 N 68182 0 10 : = 0= Z 0:. T OF ZiJ rr =FLdert. 6634 July 26,20' DLWARNING • Verifj design parameters and READ NOTES ON TMS.AND INCLUDED MITPX REFERENCE PAGE Mrf-7473 re . 10-'08 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown. and Is for on Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of buldng designer- not truss designer. Bracing shown Mew Is for lateral support of individual web members only. Additional temporary bracing to insure stobTtyg_ durinconstruction Is the responsibility of the IYtiTew erector. Addi ional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding roww..o oxnroa.a• fabrication, quality control, storage, delivery, erepion and bracing, corssult ANSI/TPII Quality Crllerla, DSB-89 and 1CSf Building Component 6904 Parke East BNd. Safety InformatIon available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City PlyGrand Calton 9' Porch T4134030 M11311 J4 MONO TRUSS 4 1 Job Reference o 6onal Chambers Truss Inc, Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Igo 4M Industries, Inc. Tue Jul 26101.34:00 2011 Page 1 I too 4-0.0 Scale = 1:11.2 3 4.00 ITT 2 1AA 3x4 M1120 = 4 4-0-0 4-0-0 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation REACTIONS (lb/size) 3=81/Mechanical, 2=216/04I-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) rtruss to truss connections. 5) Provide mechanicaln connecti (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. N' IN LOAD CASE(S) Standard � •� (� ��j N 68182 ;. T F ,4 . NIII it FL Cert. 6634 July 26,201 ® WARRING - V'erif fj design parameters and READVOTES ON 7WSAM MCLUDED BIITPX RBPERENCB PAGE M -7473 r a. 10-VO BEFORE USE, Design varld for use only with MITek connectors. This design is based only upon parameters shown• and is for an individual building component. Appricability of design paromenters and proper Incorporation of component is responsibTty of building designer- not truss designer. Bracing shown /r;y' M, is for lateral support of individual web members only. Additional temporary bracing to insure stabi during construction Is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding t�k• row _ oawros.a fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 761 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempe,"336,."5 Job - ' Truss Truss Type [OlyN11311 JS MONO TRUSS IPly 1 Grand Carlton 9' Porch T4134031 Job Reference o tional Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:34:00 2011 Page - � -1-0-o 1-0-0 Soo Scale = 1:12.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 CSI DEFL in (loc) Well Ud PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(TL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iTek recommends that Stabilizers and required cross bracing be stalled during truss erection, in accordance with Stabilizer r Installation REACTIONS (Ib/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift 3=1 23(LC 3), 2=231(LC 3) Max Grav 3=111[LC 1). 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf-, BCDL=3.Opsf, h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift atjoint 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,201 ® WARNING - Varrflj deslgrt parmnet. and READ NOTES om rms AnD INCLf/DED M =REFERENCE PAGE MrI.7473 rev. 10-'08 BEFORE USE. �� w Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design parnmenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsbllity of the WOW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding rorw.e viwraa•a fabrication, quality control, storage. delivery, erection and brocing. consult ANSI/TPII Quality GBerla, DSB-6P and BCSI Building Component 69D4 Parke East Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610-4115 ,kob Truss Truss Type city Ply Grand Carlton 9' Porch T4134032 M11311 J6 MONO TRUSS 4 1. Job Reference (optional) Chambers Truss Inc-, Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc- Tue Jul 26 10:34:012011 Page 1 ' 1.0 I 6.60 Scale = 1:14.5 3 4.00 12 .2 dI 1 3x4 M1120 = 4 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.14 2-4 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. vliTek recommends that Stabilizes and required cross bracing be installed during truss erection, r in accordance with Stabilizer installation u'd REACTIONS (lb/size) 3=140/Mechanical, 2=28510-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=158(LC 3), 2=248(LC 3) Max Grav 3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=42psf; 9CDL=3.Opsf; h=14ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. fer to truss to russ connections. 248 lb f 1V fl,,,' 5) Provide miechanicalconnectiortn (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and uplift at joint °�°',av ` N z. , `�OP••�Eni•�ZF�f'�'. LOADCASE(S) Standard ,•••V� �•�•, Nc 68182 T F :• P � 10. °0 FL Cert. 6634 July 26,201 ® WARNING - Derrffj design parameters and READ N07ES ON IWSA?M INCLUDED 399E CREFERENCEPAGB MR-74T3 r . 10`08 BEFORE OS&. R� R` Design valid for use only with MTek connectors.Thisdesign Is based only upon parameters shown. and is for on individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stablty during construction is the responsibility of the Additional permanent bracing of the overal structure is the responsibilty, of the building designer. For general guidance regarding Mewerector. vo.ia.r, vr<aroa.a fabrication, quality controt storage. delvery, erection and bracing. consult ANSI/7PII Qually Crfteda, DS6.69 and 6CSI Dulding Component 69D4 Parke East Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 3361 D-4115 ob Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134033 M11311 IJ7 MONO TRUSS ill 1 Chambers Truss Inc., Fort Pierce FI.34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES. Code FBC2007lrP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:01 2011 Page Scale: 3/4"=1' CSI DEFL in (loc) Udefl Ud PLATES GRIP TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 2-4 >289 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatione REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift3=191(1_C 3), 2=267(LC 3) Max Grav 3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint 2. LOAD CASE(S) Standard ♦�%`��+Oki I N f,V�' ♦ fj N 68182 '�•• T OF LIJ� 1• ♦ ♦ •J�i,.sS •,N AL ��,` `. irr!�Ilti'`�� FL Cert. 6634 July 26,201 -® WARNING - Verif S1 desiga paramct ens and READ NOTES ON THIS AND INCUMED BIITEX REFERENCE PAGE MR-7473 r m. ZO-V$ BEFORE EISE Design valid for use only with Ivlfiek connectors. This design is based only upon parameters shown, and is For an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown A; Is for lateral support of individual web members only. Additional temporary bracing to insure stability dying construction Is the respombIV IiMly of the I lr' ek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding roria Arxa�a.. fabrication, quality control. storage. derwery, erection and bracing. consult ANSI/TPI7 Quallty Criteria, DSB-89 and 6CS1 Bu0ding Component 69114 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411 ro,b- 311 JB MONO TRUSS _ Q0 IPty 1 I Grand Calton 9' Porch T4134034 Chambers Truss Inc, Fort Pierce Fl. 34982 LOADING (psf) , TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 - 84).0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:34:02 2011 Page Scale = 1:17.7 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i I'ek recommends that Stabilizers and required cross bracing bestalled during truss erection, in accordance with Stabilizer r o REACTIONS (lb/size) 3=197/Mechanical, 2=357/04I-0, 4=75/Mechanical Max Horz 2=197(LC 3) Max Uplift3=223(LC 3), 2=286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES I) -Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift atjoint 2. LOAD CASE(S) Standard k WARNING - Verb design parametem and READ NOTES ON INIS AND INCLLmED A7ITEKREFERF.NCE PAGE M 1.7473 r . 10-VS BEFORE USE, Design valid for use only with M-rek connectors. This design is based only upon parameters shown, and Is for an individual building component AppricabTity of design paromenters and proper incorporation of component is responsibility of bolding designer- not truss designer. Bracing shown is for loterol support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsbilrity, of the erector. Additional permanent bracing of the overall structure is the responsibTity, of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSVlPIl Quality CYtieda, DSB-89 and BCSI Building Component Safety Information mailable from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. FL Cert. 6634 July 26,201 6904 Parke East Blvd. Tampa. FL 3361D-411 Job Truss Truss Type Oty Pty Grand Carlton 9' Porch T4134035 M11311 KJ7 MONO TRUSS 2 1 Job Referenceo tional Chambers Truss Inc., Fort Pierce A. 34982 7.140 s Oct1 2009 MiTek Industries, Inc, Tue Jul 26 10:34:03 2011 Page 1 1-so 6-8.12 9-10.1 F I 1-6-0 6-8-12 - 3-1-5 Scale = 120.8 4 3x4 M1120 2.83 12 8 3 7 2 1 old 9 10 6 11 5 2x3 M1120 11 3x4 M1120 = 3x4 M1120 = 6-8-12 9-10-1 6-8-12 3-1.5 Plate Offsets KY): : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(fL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 38lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or-6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 iTek recommends that Stabilizers and required cross bracing bestalled during truss erection, in accordance with Stabilizer Fstailation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=249(LC 3) FORCES (lb) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=757/365 BOT CHORD 2-6=-439/695, 5-6=439/695 WEBS 3-6=0/333, 3-5=802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % p� 1%J1111111It 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit � V I�� �F between the bottom chord and any other members. � Q � A Q, 4) Refer to girder(s) for truss to truss connections. 0%�(} • • G E `' 5) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 501b uplift atjoint 4, 405 Ito upliftatjoint2 and .'� 249 lb uplift at joint 5. • ••• connection M( 68182 6) Hanger(s). or other device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 44-0, 5 lb . down and 14lb up at 4 4 0, and 57 lb down and 74lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up at • 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 101b down at 44-0, and 50lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. ` 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). : I O F O LOAD CASE(S) Standard A •' �4� ri P•� 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 \ \ `�� Uniform Loads (plf) ` • •N Vert 14=54, 2-5=20 �SS AL rG�* Concentrated Loads (lb) I 1/ 11 1111111 Vert: 7=10(F=5, B=5) 8=115(F=57, B=-57) 9=38(F=19, B=19) 10=10(F=5, B=-5) 11=50(F=-25, B=-25) FL Cert. 6634 July 26,201 ® WARNING • vitro design pmnametem and xtaw moTEs ON TwsANO TNCLTT w 11 =REFERENCE PAGE MR•7473 n . 10-VS BEFORB USE, Design varrd for use only with Mirek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabTty during construction is the responsibility of the MiTek` erector. 'Additional permanent bracing of the overai structure Is the responsibility of.the bulldng designer. For general guidance regarding roww.o er<arow.a• fabrication. quality control, storage, delivery, erection and bracing, consult ANSVTPI7 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee.Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 46b Truss Truss Type Qty Ply Grand Carlton 9' Porch ' T4134036 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Tue Jul 2610.34:03 2011 Page 1 1S0 7-3-4 3-11-12 Scale = 1:20.6 4 . 2.83 12 3x4 M1120 3 e 2 6 7 3x4 M1120 = 24 M1120 I I 3x4 MII20= 5 ' 7-3-4 _ -__ 11_3-0 ' 7 3.4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7. >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 44lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD _ 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer a' 'd REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3). 2=373(LC 3), 6=318(LC 3) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=1118/560 BOT CHORD 2-7=746/1060, 6-7=746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2pst BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit `�,� { 111181/ ��♦♦ between the bottom chord and any other members. I (v ♦!♦ (�v i �rr `` 4) Refer to girdertruss for ss to truss connections. ,� 1,x • • , , , • `L 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 O E N F ♦°e �� G , �.� `SCC ? do; and 318 lb uplift at joint 6. •• 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). e • N 68182 ••' * LOAD CASE(S) Standard ;� 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 e Uniform Loads (plf) -� y Vert: 1-8=54 Trapezoidal Loads (plf) 1(/ Vert: 8=0 F=27, B=27 to-4=152 F=-49, 13=49 , 2=-2 F=9, B=9 to-5=56 F=-18, B=-18 1i11151 FL Cert. 6634 July 26,201 ®wdRldW-Vernde*19.paramet m.dRB6DN07ES ON TWSANDDKLrJDEDMIrEKRHFERENCEPACEMn-7473nec. 10-'OSDEFORKETSE - Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral suppport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibalty of the Mi ly ek' erector. Additional permanent bracing of the overall structure's the responsibility of the buldmg designer. or general guidance regarding fobricaYwn, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and 6CSI 6uMng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute..781 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, Fl. 33610-4115 PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. I For;4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, c Installing & Bracing of Metal Plate Connected Wood Trusses. r) O x U n. O ty Numbering SystemAGeneral far Notes 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) i BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96 67, ER-3907, 9432A © 2006 MTek® All Rights Reserved M i s) POWER 'ro PERF©RM.'_ MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at'each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer.before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TYPE OF SURVEY:j BOUNDARY I PLOT PLAN I U C 11E IN I FINAL TOPOGRAPHIC COMPLETED ON: 1-13-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 18 VERA CRUZ AS ON 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF COUNTRY CLUB I N HEREON. VILLAGE, OF ST. LUCIE COUNTY, fro 2. NO�UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? II 3. THIS SITE LIES WITHIN FLOOD ZONE 'X", ACCORDING TO W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q :- U 12111 CO070 F , EFFECTIVE DATE AUGUST 19, 1991. FFE =FINISHED FLOOR ELEVATION o Cntii 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE R/W = RIGHT-OF-WAY V Q SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF. CURVE o a vvi 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L =LENGTH OF CURVE .- j� CENTERLINE OF VERA CRUZ HAVING AN ASSUMED BEARING SF = SQUARE FOOT OF SOUTHEAST, ACCORDING TO THE UNRECORDED PLAT OF A = DELTA OF CURVE COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. �{. Lu ie Co. FL Date � 1t rovecT�� U �00 a PERMIT SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 1-13-12 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: AJP Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 12-1253 ��280 Fax: (772) 340-2250 LAST FIELD DATE: 1-13-12 CERTIFIED TO: WYNNE BUILDING CORPOR00N I hereby certify__that the surv6j'bliown hereon is --true and correct and is based on actual measeurenents taken in the field. This survey:mests tha;rviipim A Technical -Standards of Chapter 61G17-Fl6rida adrii.nii�,,rrt.ive dde , ALEXAND J. 'IAZ Professional urveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1253.dwg, 1/13/2012 3:06:18 PM IYrt F SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1 1-13-12 10-11-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 18 VERA CRUZ AS ON �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNTY, (� 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. Z'� 3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO070 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF VERA CRUZ HAVING AN ASSUMED BEARING SF = SQUARE FOOT (z OF SOUTHEAST, ACCORDING TO THE UNRECORDED PLAT OF A = DELTA OF CURVE COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. U1CIE COUNT. FL PERMIT #: 1116 - d l 1�- Ce­ "I 56.96' w o ' _ 17.00' II p X M 1 STORY CBS. p p iO 6.00' RESIDENCE o U) z FFE=31.44 p z p CONC 0 p iv p io n 1 .10 COVERED 5.32' N PORCH m 9.51 21.76 o 15.84' 18.17' nO �� Dc.'�/� DRIVE I6, LIGHT o+' S8 ?6"W 4350 10 •��•v' MAIL) flew '%'r, BOX 3 9 SITE BENCKMARK C) O ASSUMED 28.31 :00 LAST FIELD DATE: 10-11-12 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSK INC.CERTIFIEDYN T0: , , WYNNE BUILDING- COf2PORATION. DATE:10-11-12 Surveying • Mapping • Consulting 619 SW Biltmore Street '' DRAWN: CJM a, �h Port St. Lucie. Florida 34983 I hereby certify that the. survey shoi;l i�erean is true and JOB NO.: *LEBf7280 Phone: (772) 340-7770 correct and is -based onib"ctual measeurv'm—nts taken in theFOX• (772) 340-2250 field. This survey meets the Minimm Technical Standards12-1253 of Chapter 5J-17 Flq qfa add nistrctive - ode. 04 DATE: REV ISIONS• G !A ALEXAND J. PIAZ •Professl�nel urveyo� dt Mapper FB — _ _ Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1253.dwg, 10/11/2012 10:34:11 AM