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Home My WebLink AboutSUBMITTED PAPERSVALVI,,41�4il N� J_ i: I - z- ?-,Oro DATE FILED: t!��7b - — — A oos — COD PLAN RE VIEW FEE: RECEIPT NO q6!�� PERMIT NUMBER- 4 CONCURRENCY FEE: RECEIPT NO.: CERT. CA.P. NO.: ALL. INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 7 St. Lucie County Building and Zoning 2300 Virginia Avenue ED Ft. Pierce' FL34982-5652 SCANN BY 771-462-1553 St. Lu6ie CquntY 7 ObC)2-050� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I LOCATION/SITE ADDRE�S: 14219 TST.A FLORPS Spanish Lakes . 2. PROJECT NAME: P a i r xj A y.-, SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessaxy): 6/7 34 39 all that part lying northeasterly of 1-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS:— I ;�, 12- 10. I I COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: FRONT: 'In BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) (K] NEW CONSTRUCTION EXPANSION/ADDITION LXI RESIDENTIAL COMMERCIAL [ I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14 16. INTERIOR RENOVATION INDUSTRIAL SQ. FT OF CONSTRUCTION: -2 0- 15. SF. FT tst FLOOR: 0 �_ VALUE OF CONSTRUCTION:'$ e-5 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 ifit is demonstrated that the submitted figures are not consistent with similar types of construction activities. Ifthe value is $2500 ormore, a RECORDED Notice of Commencement must be submitted with this application. SLC CDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne Buildinq Corpnratinn ADDRESS: 8000 S. US1,.Suite 402 CITY: Port 8t. Lucie STATE: F L Zjp':��--34952 PHONE (DAYTIME): (7_12 -5�13 Email: ) 878 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.ofFLREG.CERT#: CGC03599 ST. LUCIE COUNTY CERt #: 08898 BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME:, Matthew Lyle Wynne ADDRESS: 8000-S. US1, Suite 402 CITY. Port St. Lucie STATE; F L - ZIp: 34952 PHONE (DAYTIME): Q 7 2) 8 7 8 - 5 5 13 FAXNO 772-878-7656 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME):= 287-82--,S BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IN11PORTANT 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. CERTIFICATION: This application is hereby made to obtain a pen -nit 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 pem-lits 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 will. be done in compliance-. with all applicable laws regulating construction and zoning. §URE� CONTRA iA OWNER 0 CTOT SIGNA STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this day of 4,6-� 20 tO , by Matthew I -Vie Wynne who is personally known Jzor has produced identification. STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before m e this c�6 day of 4_u� '20—LO U by Matthew T.yle WVnne who is personally known Loe""'or has produced as identification. I'll 11, All. Signature of No 6A-A-&_A� Signature of NotaWy DOROTHY ANN HAMER PA-Irpo". DOROTHY ANN HAMER 41� f P of � A Al., b1i State Notyjjj�bflc - State of Florie Commission No. Notaryggekires Oct 2. 2012 Commission No. my Co M. MY Comm. Expires Oct 2. 201 Commission # DO 827096 Commission # DD 827096 OF F� Notary Assn ,F Banded Through National SA911 Bonded Through National Notary As! NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. ii AITPI�YlikWRq THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL B9 REQUIRED FOR ALL OWNERIBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 0 F IC F: r[OFFICE USE ONLY Rk SF_ CTI 0 N - 06 TOWNSHIP RANGE MAP NO. ZONING 'TIaD LAND USE LOT CVG clo TAZ NO. FLOOD ZONE FIRM MAP # bfir I IT FLR ELV MAX HGT CONST TYPE V3 OCCUP TYPE MAX OCCUP # OF FLRS WATER Cer,t) &EWER SPRINKLERS STORMWATER LOT OF RFC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACTFEE IMPACT IMPACT FEE CORRECTION FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPA T IMPACT FEE FEE -FEE FIREIFMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARLANCE FEE FEE SPBCIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DA'fE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA tURTLE MANGROVE COTLJW�iR REVIEW REVIEW REVIEW__:�: __,_R.E'y_JEvy REVIEW REVIEW R301A� R12CEN-W -D M VIA, i COMPLETE 3 vWlAv 8-MAY-R011 19:36 FROM:SOUTH CORST 7723446042 177,� 4626443 P. 1/1 ST. L. UCIL ICOUXTY F L 0 14 /A 23iffwr- , gym Fort Plerce, FIL 34982 772-462-2172 Fox 772-"2-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCnON SOIL TRFATMENT PE RM IT e-0 6) 2 J 0 8 A D D RESS: -zz� 4-4-" - j6&zC 4 BUILDER/CONTRACrOR: - PEST CONTROL CONTRACrOR: �&.-7, e�q wr -.;r- 'R 4--Z- PM CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretrwted the abovd described construction fbr subterranean termites In accordance v4th the standards of the Nadonal:Pwt Control AssodaUan. Square feet If area treated. Z o a - Percentage of soluUon: -,v &Z Date of Treatment: - ------- r��4- �Z _.Footing .lot Treatment —Re-Treat —Driveway —I' Treatment —Re-Treat —other Treatment —Re-Treat Chemicals usW; Total gallons used: 'nme of Treatment: 'J: ' S- — _Slab e Treatment .Re-TMat —Pool$ —Ift Traiatment Re-Trtat for final Inspection Slgfiiiture of Exterminator Note., There mwtbe a cvmpk&dAvm for each rMuftd &wtwent orn�*wtmentand th& bm =&be on Mejob Sft (0 be PbW UP bY ffie h7Wft1W,9t &W Of Oa:h Ingedim or the mhedukd ImMdbn wIll fj# ar4 a m4mwcftn &e Q�aw' PBMU4.ZG Cefftete of Pm&%Mv Tmatmmt AhrAVmq&w of tamftm A WwMff bmte sfw# be pvWded to molm duaftie Tmaftwt CaWk2yWs os eac� mqj#md pmtecam ombnent is COMPMWIL FM V0149 a aW *Ar Me ormn ft pvmlt a ftamd fo and &vffia- avy &r ffie bulld1v permlt fiks. 7he rmhnmt C&MMe sftllpmWe the pmdmt imd, VmW of ft W#Wtgr, Me and Me of Me &wtmenr, ste bcaftg araV &Weed, d�emlal =d, perwnt cancenb2rabn and number ofgalfts u94 to &WbIkh a venMb&- wwd of PmftMa &wftent ff the so# dxmiol banter medwd Mr Wm& pewndan'& usa% ffm/ edetkr &wftent.-dieff be ampkied pbr to 4701 VUNhV AA"val, St Lude County requires for the final Inspection for CQ, a ftrmahent S" MAY 09 ? qlKc) PUblic Vkf \ St. L-uci,, -, 6Z' - , :�,O'Jty , rzL Professional Insulators of South Florida FTC Insulation Installation Certificate To. t. Lucie County Date: April 11, 2011 Lu R e, -0800004 0 1 Lot/Block; 10 0 Address. 14219 Isla Flores Alva Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have I;= insulated with; Spruy-on Cellulose Thickness in inches; Fiberglass Blankets Manufacturer; FiVoil Rock Wool Blankets Density- -9 Aluminum Foil A -Value, R-4.1 J gid. Board JPolystyrene 10ther Exterior (frarhe walls) have been Insulated with: -,JSpray-o,U,Ci(1,Ulos6 , Thickness in inches: JFiberglass Blankets Manufacturer: JAock Wool Blankets Density: Aluminum Foil R-Value; Polyurethane 10ther 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer. Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: A-30 Cell lose Loose Pill I 10ther Ceilings (Vaulted/Cathedr.al) insulated with, JFiberglass Blankets Thickness in inches., lFiberglass Loose Fill Manufacturer., lRockwool Density: X Fiberglass Blown A -Value: Cellulose Loose Fill Other' 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thielmess hi inches-, -Rock Wool Manufacturer: Polyurethane Density: Spray-ou Cellulose R-Value: Other 4. Garage partition walls of �/C living area have been insulated with- Rock Wool Blankets Thiclmess in inches: 3 1/211 X Fibergla",s We J, w, k-- i N I 1E Manufacturer: Yibertech Spray-oKUdegbIl— " - -- Density! Polyurethane A a emil R-Value: Other 5, The following have beep insulated: CBC1254039-�'- Competency # Wynne Building Corp kr6fessiona I,Insulators of South Florida, Inc. General Contract/Builder -Insulation Contractor Date: 1'�V Property Address, _ St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release 14219 ISLA FLORES Permit Namben C)O-01A THE 1JNDERSIGN.14,'D HERE, BY REQUEST RELEASE OF ELECTRICAL POWE RTO THE AgOVE, 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 REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will lie no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of t1iis agreement, including Building Divi,-;jon Policy, which is incorporated herein by refere nee. 3. All conditions and requirements listed in theattached document entitled "Requirements for .10 Day Poweir for Testing" bave been fulfilled and the promise is ready for compliance inspection. 4. All requests for an extension beyond 30 (lays must be made in writing to the Building Officisil stating the reason 1of the- reqkiesf. 'Power may I)e removed from the site and/or a Stop Work Order issued it tlie.Final Inspection has not been approved within .10 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGRE E, TO HOLD HARMLESS� ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM, ALL LIABILITIES AND CLAIMS OF ANY TYPE' OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THL5 TRANSACTION, F.NCL(jDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER_JN THE EVENT OFVXLATJ.ON OF THIS AGREEMENT. _2A\1 OWNER SIGNATU GENE, AL CONTRAC RE filTYCTRICAL CONTRACTOR SIGNATURE T) A TF\ DUNKELiBERGER J,�oil Density Test Report engineering & testing, inc. Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14219 Isla Flores Project Number: PSL-09-3011 (BG 10.3) Permit No:A1_Q8.-QY0.0AW Date Tested: 17177201= Client Name: Wynne Building Corporation Technician Initials: AMR 8000 South US 1 #402 Report Date: 1/27/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) -J.'Flel Maximum Dry Density (pef) Optimum Moisture M Dry Density (Pcf) Cone Resi I stancei (tsf) Moisture Minimum Required Compaction (%) Percent Maximum Density M Test Results 1 12 112 13 112.8 --- 12.3 95 101 Pass 2 12 112 13 112.2 --- 13.1 95 100 Pass 3 12 112 13 111.9 --- 12.8 95 99.9 Pass Type of Field Density Test: F ASTM D 1556 Fv ASTM D 2922 1 ASTM D 2937 Minimum Required Compaction Based on: V? AASHTO T-180 (ASTM D 1557) r— AASHTO T-99 (ASTM D 698) 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. V 0-12 T F q 7 7 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) 6 C-) Elevation/I)epth Referenced to: '317��' 7 ;i e "T I Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backrill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: F_ NGVD F MSL [V Other: incries i)eiow top or rooting or SIELD SUDgMUC cc: Client ... (1) Wynne Building Corp., B. Bailey (field). St. Lucie County Building Department... (1) ' 7raig E. Dunkelberger, P.E/ FL Registration No. 49932 UN 2 7 2011 The original ofthis report was signed and sealed by the registered engineer in accordance with Rule 6 1 G15-1801 1, of the Florida Administrative Code. This report is submitted as the confidential property ofour client and authorization for publication ofstatements, conclusion or extracts from or regarding this report is reserved pending ourwritten approval. No otherwarranties 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 (10.3) Progress ReporUts PR12 31-JQN-2011 04:26 FROM:SOUI )AST 7723446042 / D:4626,443 P. 1/1 �Smtucju;_ �4 COUNTY F L a R I a A -4 230WW-91nia Ave Fort Pierce,, FL 34982 772-462-2172 Fox 772-462-6"3 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: ___ 199?.,2 -el JOB ADDRESS: ly�Zlf -2�7A4 BUILDER/CONTRACTOR:---/,,'-/,.v7,3�,&z--) 40JVoA)A.,, F, PEST CONTROL CONTRACTOR-...-S--vc.-,&.7-.wep�Dd4-7- A'K. PEST CONTROL LICENSE*: Z75 .,� We, the andersigned, hereby cardfy that we have pretreated the above described construMon for subterranean termites In a=rdance with the standards of the National Pest Control As=latlon. Square feet If area treated: 29— / o o Percentage of solution: . - A * &T Date of Treatment: / -, r- /./ _--jooting —1"Treatment —Re-Treat Driveway _VtTreatment —Re-Treat .0ther 1 Treatment =Re -Treat Chemicals usW: ea X Total gallons used; O�zo Time of Treatment: . � _A0 - 'y' & I" Treatment —Re-Treat —111 Treatment —R&Treat Perimeter for FInal Inspection 6�'L_4fe_ Sfgffature df Ederminator At&; rham midt be a CVMPfCWd OM fOr e86 MquftY fnwftent or MI -treatment and this form mw be on ftjob 0o to be pow Lo by the lnspecw at dMe oreffo InsmVan or the s-zheduled IAWC60n w1ff fall and a re-InvxUbt? fee dwyed FBC104.2,6 CeANOW of Protedft 7hWft4ntf0rX0VenbbV7 Of 1&M4K A weather M5ft#ntjbbsftposft &vrd M511 bO PmAded 0 mxAV dupliwW 7mlahMRt CC1V17CBjV$,6$ gfth requlmd pivkcom treahnent is comptemd, povidbg a copy for the pet= me permlt /5 15gled to ard 4r*ftr capY for the bultft permit AU 7he Natmwt C'0rt#kJi'0 5ha11Pr0V1dd the pmdXt UW, AftAly of the appftator, tlnw and date ry Me hwtmm4 site kwbbn, amp &dftftd, 0*m1=1 used, percunt coVennitan and number ofgaflons us% to avtabllsh a venMbk ie=d of PfVAx0vV&W(Ment. rlMesoi7OcmicalbardermeUWforictmltepravenffon &used, fimlexterforDwImentshall becompletadpnbr(ofihulouilcfingapprovaI St Lucie County requires for the final Inspealon for CO. a Permanent Sticker to be placed on JAN 3 1 '2011 c. IN ,-,t r k s Ccwnty, FL CHANGE OF SUB -CONTRACTOR FORM DATE: .1 /17/2011 MASTER PERMIT NUMBER: 1 () () 8 - n () 0 4 I Ddai-i-hr-w T.- Wynne, (MAIN QUALIFIER), AM REQUESTING A CHANGE OF SUB -CONTRACTOR FROM RC29027087 CC1329592 CO.:hs+ TO M rrA q r, FOR THE PROJECT LOCATED AT 14219 Isla Flores (Project Street Address or Property Tax ID #) BUSINESS QUALIFIER (Name of the individual shown on Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED matthtgw i1rie Wvnne VkKT ��L�IN) QW.LIFIERS NAME (MAIN) QUALD�ff_RS SI�MATCR� 0-f STATE OF FLORIDA, COUNTY OF —A'CKOWLEDGEDBEFORMETH,s 7 DAY 0 20 1 1 BY M-47r)401U �YLC' WYAVS IS PERSONALLY KNOWN TOMEOR HASPRODUCED AS IDENTIFICATION. ba A O-rw I/ AIN 171J4FFV0_V?- ax", Y4,4�,_ PRINT NOTARY'S NAME NOTARY't$GNATURE DOROTHY ANN HAMER 101 L-4 el Notary Public - State of F r Jda a My Comm. Expires Oct 2. 2012 Commission # DD 827096 Bonded Through National Notary Assn. 0 — C)CO-A ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: - 2 6 6 0 7 State of Florida Certification Number (if applicable): CCC1329592 TrP_asure,CoasL_ ' Roofihq!!& Watorproof inq., LLC have agreed to be the (Company Name/Individual Name) goof ing sub -contractor for wynne Buildinq Cokp. (Type of Trade) (Primary Contractor) for the project located at 7S_7� �, (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 adv'ise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SL-CCDV I - No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGUNAL SIGNATURES ARE IZEOUIRED 4&-141 : /"A.N Andrew Kriska 'SIGNATURE PRINT NAME DATP, Business Name: Trpagurp_ Coast Roofing & Waterproofing, LLC Address: 1814 SW 'Riltmc)re St. City/State/Zip: Phone: (772) 143-8303 — email: OFFICE USE ONLY: PERMIT # ISSUE DATE JOSEPH E. SMITHI�� TERK OF THE CIRCUIT COURT — SAINT I— XE COUNTY LI FILE # 3500120 K 3217 PAGE 2102, Recorded 07,1, 2010 at 01:52 PM 1>1 AFrER REC ORDING-REMRN TO: PERMITNUMBER, 11kSp.. L, i vs—Ld N, wu,rd Wg into NOTICE F COMMENCEMEN The undersigned hereby given notice that improvement will be made to certain real property, quid in accordance with Chapter 713, Florida statutes the following information is provided. in theNotice ofcommencement. 1. DESCRIPTION OF PIZOPERTY (Legal description and street address) TAX FOLIO NUMBER� -13 0 6 —11.1 — 0 0 0141) 0 0 /_0 SUBDMSIOr-P YSBL6CK-----:FRACT_LOT_BLDG-----YNrr— East L of section 1 i 34,s.,Range 39E h 9t C)RES lying -N&W of Turnp!004NNa.pr R 2. GENERAL DESCRIPTION OF IMPROVEMENT: . Zt�Alg 3. OWNER INFORMATION:- a. Name__WyzLne_BuT?,Ta,,fli t i b.Addrrss 8000S- USIE Suit ' e 402r PSLI FL 34952 c. interest in propert d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporatio BOOO S. US1, Suite 402, PSL.1 FL 34952 772-878-9913 5 : SURETY'S NAME, ADDRESS AND PHONE NUMBilk AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Stattites: Craig Wardell NAME, ADDRESS AND PHONE NUMBER. - 1 Lan Casit'na, Et- Pipi-re, EL 34951 72.2-466-1553 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b). Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date i.s I year from the date ofrbcording unless a different date is specified) —, —,'20-- t Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Si&aatory's Title/Office Owner's Authorized officer/Director/Pariner/Monager Stateofhorida Countyof F;f- T.ticie. 7be foregoing instrument was acknowledged before me this c2l(o dayof .20_L0__- B '�"Matthew�Lyde Wynne� y (Nameofperson) (Type of authority ... e.g; bwner. officer, unistre, attorney in .6T ForWynne BUilding Corporation (Name of party on behalf of whom instrument was executed) Personally Known_Zor produced the following type ofID: DOROTHY ANN K%FNER Nollry public. SUW of FWWA my comm. Explvis Oct 2,2012 (Signature of Nc�$y Public) IS 1) Corrimbiska # DO 827098 (Printed Name of Notary Public) 72'.%Feell Ur&d Through NO" NO" All Under penal ties of Perjury, I declare that I have read the foregoing and that the facts in it are [e Inspul my W."MRMN. belief (section 92.525, Florida Statutes). Signature(s) of 0 (s) or Owner(s)l' A u horized OfficerADirectur/Partner/Manager who signed above; B By: :e�� R DUM007(it—rdii) ff FORM al�. c-011"Wry T R 0 a By PA I—TIA10 I I' A CORRECTION LIST No. I Code Section MAN fruwarl"IMM -5 nw, Y� r 'W: I i I - MINI tpig" I �i :.- 'i� 1'%� Procue -el VWU mn'tha 01/07 CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) ofthe project. BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table R301.2(l) unless noted otherwise) Floor live load (Table R301.5)_1Jt'6 psf Roof live load (Table R301.6) :3 'f psf Ground snow load ML psf Basic wind speed 11'r7o, mph Wind exposure category (R301.2.1.4) High wind design criteria aDplicable (R301.2. 1. 1) JLC C�i 11 Seismic design category J�DQ [Figure R301.2(2)] #V i / P__ SDC C&D provisions (R301.2.2) r3r%nhA ml ANIKIINIrl- 01=('%f llD1=hA1=NlT_CZ tpinA fhrrminhpirim Weathering area ---'Yf X 11 1 1A Frost line depth Tdrmite,area Decay area v Winter design temperalure -X^ Ice barrier underlayment required Flood hazards EXTERIOR WALL LOCATION (R302) 1 -hour rating for exterior walls located less than 5 feet from lot line. (R302. 1, Table R302. 1) Exterior wall openings/penetrations and pro- jections (R302. 1, Ta 16 R302. 1) Use Area (ft2) Width Average ceilinq Minimum ceiling Natural* light Natural ventilation* Living 120 T-0" T-0" 51-01, 8% floor area 4% floor area Dining 70 T-0" T-0" 5'-0" 8% floor area 4% floor area .Kitchen N.A. N.A. 71-0" 51-00 8% floor area 4% floor area Bedroom 70 T-O" 7'4" 51-01, 8% floor area 4% floor area Bathroom N.A. N.A T0" 5'_0"t 3 square feet 11/2 square feet .S se�t! n's R303.1 & R303.3 for mechanical ventilation and artificial light 0 , t 6? er plumbing fixtures. 1"1/ Floor surface noncombustible; sloped floor Required heating (R303-8) (R309.3) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) CPA (R308.1) .*g-ldentification Louvered windows or jalousies (R308.2) uman impact loads/hazardous locations R308.3lR308.4) Skylights and sloped glazing (R308.6) GA7S AND CARPORTS (R309) No opening between garage and sleeping room (R309. 1) Opening protection (garage to residence); 13/," solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309. 1. 1, R309.1.2) Garage -dwelling separation; 1/," gypsum board on garage side, except 51," Type X re- quired below habitable rooms (R309.2) C*arport: open two sides; noncombustible floors; sloped floor (�?309.4) E�R.5>S,S (R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 2411 net clear height, 20" net clear width; maximum sill height = 44" (R310.1 - R310.1.4) A)IJO' Window wells (R310.2) Exit balconies (R311.2. 1) Exit access or hallway �: 3' (R311.3) One exit from each dwelling unit (R311.4.1) :!��xit door �: (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) A) ha-_- Stairways; minimum width = 3'0"; maximum stair rise = 73/411; minimum tread = 10" with 3/411-11/411 nosing; minimum headroom = 618" (R311.5) Landings for stairways; minimum dimension 36" (R311.5.4). Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 31 x 3'(R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- BUILDING PLANNING (cont'd.) EGRESS (cont'd.) JVA- Under stair protection (R311.2.2) -A) f-k Handrails; required on one side of stair, hand- rail height = 3411 to 38"; Type I or Type 11 grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) -A-) J�- Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34'1-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) Location and interconnection (R313.2) Power source (R313.3) FOAM PLASTIC (R314) ;:J�r,SDP&bLabeIing (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WAL CEILING FINISH (R315) Slame spread (R315.1) moke-developed index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) -Attic (R316.4) MATERIALS (R402) Wood foundations (R402. 1) DWELLING UNIT SEPARATION (R317) Two-family dwellings: 1 -hour fire -resistance rating (R317. 1) Supporting construction (R317. 1. 1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2. 1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS. (R318) Required (R318.1) DECAY AND TERMITE AREAS (R319 and R320) Protection required (Table R301.2(l), R319. 1, R320. 1) Sl �Quality mark (R319.2 and R320. 1. 1) EADDRESS (R321) 9�� Premises identification (R321. 1) AC7CESSIBILITY (R322) Accessible dwelling units applicable (R322. 1) ELEVATORS/PLATFORM LIFTS (R323) Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) V-11" Conc'rete, compressive strength (R402.2) FOOTIN (R403) Soil bearing value (R401.4, R403. 1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but:5 footing thick- ness (R403. 1. 1) Af I d,' Footings in SDC C 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) AlSill plate bolting in concrete/masonry = 1/211 di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404. 1 (1) and R404.1(2)] Afi�Masonry and concrete foundation walls (R404. 1. 1, R404.1.2) SDC D provisions (R404.1.4) _V�Maximum wall height [Tables R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - R404.1.1(5)] -4- FOUNDATIONS (cont'd.) TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a LOAD -BEARING VALUE OF SOIL (psf) 1,500 2,000 3,000 4,000 Conventional lig t-fram construction I -sto 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonrV 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or lly grouted masonry 16 12 12 =Stoa 29 21 12 3-story 42 32 21 16 For Sl: I inch = 25.4 mm, I pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUND cont'd.) COLUMNS (R407) Maximum unbalanced fill height [Tables Pr )tection from decay or corrosion (R407. I and R404. 1(1) - R404.1(3) and Tables R404. 1. 1(1) - ��4(07.2) R404.1.1(5)] Minimum nominal wall thickness [Tables Structural requirements (R407.3) R404. 1 (1) - R404.1(3) and Tables R404. 1. 1 (1) - V/ Anchorage (R407.3) R404.1.1(5)] . A) i / #q- Wood columns (minimum 411 square) (R407.3) V----Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(5)] Al I Ar-_ Steel columns (minimum 3" diameter, standard I .. weight) (R407.3) Height above finished grade (R404.1.6) Sill plate size (R404.3) Al I J+- Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405. 1) A A - Dampproofing if basements are below grade* (R406. 1) hit IV Waterproofing if high wate r table* (R406.2) If uninhabitable, see under -floor space (R408) WOOD JOISTS AND GIRDERS (R502) Species and grade (R502. 1) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Ch t r 5) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (311) (R502.6, R502.6. 1) Joists - Sleepin areas, LL = 30 psf [Table R502.3. 1(y)] Joists - Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(l) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(l)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Lateral restraint and bridging (R502.7, R502.7. 1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502. 10) Wood trusses (R502. 11) Draftstopping (R502.12) -5- FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503. 1) End joints (R503. 1. 1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) OA-Grade (R503.2. 1) Thickness (R503.2. 1) Allowable spans [Tables R503.2. 1. 1(1) and R503.2.1.1(2)] Installation [Table 602.3(l)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3. 1) Thickness (R503.3.2) Installation [Table R602.3(l)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/41, gravel or 1/," crushed stone (R504.2. 1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505. 1) Structural framing (R505.2) Material (R505.2. 1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) VVFloor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) tl_� Thickness: 31/," minimum; Concrete strength _eR,506. 1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2. 1) A)l - Base course: 41' graded with 21' maximum :Zag,,gregate (R506.2.2) V Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) esign (R601.2) Component and cladding wind loads [Table 301.2(2)] t',,_�Windows in windbome debris regions (R301.2.1.2) W70NSTRUCTION (R602) Construction [Figures R602.3(l) and R602.3(2)] Stud grade (R602.2)-1 Exterior walls (R602.3) __trtud spacing (R602,,J. I _-Irterior load -bearing walls (R6,02.4) nterior nonbearing walls: 21, x 31, at 24" o.c. 2" x 4" flat at 1611 o.c. (R602. � -.3.1 Drilling and notching - studs (R602.A,. rilling and notching - top plate (R602.2,4 7. Headers [Tables R502.5(l), R502.5(2), R602.7.2 and Figure R602.7.21 7J ,��Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602. 10. 1 and rNouz. 1U.J] -fi-4&VWall bracing amount and location (Table R602. 10. 1) Wall bracing length (R602.10.4) S D C D (R602.10.9, R602. 10. 11 and R602. 11) STEEL WALL FRAMING (R603) General (R603. 1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603-3) Headers (R603.6) Structural sheathing (R603.7) W WALL CONSTRUCTION (cont'd.) SHEPNG (R604 and R605) INSULATING CONCRETE FORM WALL Wood structural panels (R604) CONSTRUCTION (R611) Particleboard (R605) General design (R611.1 and R611.2) MASONRY CONSTRUCTION (R606 - R610) Type of ICF wall design (R611.3 - R611-5) General design (R606) Construction requirements (R611.7 - R611-9) Ah&+ SDC C and D (R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION Unit masonry (R607) (R612) Design basis (R612. 1) VM u ' Itiple wythe masonry (R608) WINDOWS & DOORS (R61-3) Grouted masonry (R609) General; window sills; performance; testing Glass unit masonry (R610) and labeling (R613.% - R613..3,Z WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5) N&L_ Ot Plaster material (R702.2) Exterior plaster (R703.6) Plaster support (R702.2. 1) Stone & masonry veneer (R703.7 & Figure Gypsum board material (R702.3. 1) �703.7); Steel angle lintels-411 minimum bear- ing each end (R703.7.3) Gypsum board support, application and fas- Nhq�_Veneer ties: #9 U.S. gage wire or #22 U.S. tening (R702.3.2 - R702.3.8) gage by 7/8" corrugated metal; 2411 o.c. maxi - Ceramic tile (R702.4) mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and A) I#- Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet) EXT�RIOR WALL COVERING (R703) (R703.7.4. 1) Water -resistive barrier (R703.2) Ulm. Flashing (R703.7.5 and R703.8) Wood siding (R703.3) Exterior insulation finish systems (R703.9) Fiber cement siding (R703. 10) Attachment and minimum thickness (Table _�J'Ltrl I R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) G E7(R80 1) Lateral support and bridging (R802.8) Design (R801.2 and R801.3) Framing of openings (R802.9) Component and cladding wind loads [Table 00 trusses (R802.10) R301.2(2)] __��Rooftie-down (R802. 11) ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(l), R802.4(2)] Fire -retardant -treated wood (R802.1.3) Without attic storage, LL = 1 Opsf Framing details (R802.3) With attic storage LL 20psf A) I rldt— Rafter tie (4' o.c.) (R802.3. 1) Spacing i)"d� Collar ties (4'o.c., in upper third of attic) Species Grade Purlins (21' x 4" at 4'o.c. minimum) Span (Figure R802.5. 1, R802.5. 1) Size Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) -7- ROOF -CEILING CONSTRUCTION (cont'd.) [Tables R802.5.1 (1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustmentfactor ROOF SHEATHING (R803.2) rade Thickness FRTW allowable stresses/grading __��Ilowable spans [Table R503.2. 1. 1 (1)] Installation (R803.2.3) STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2. 1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF TILATION (R806) PL V,e'n' tilation requirements (R806. 1, R806.2, R806.4) AT a5ss(R807) �� Access requirements (807. 1) INSULATION CLEARANCE (R808) a�_nsulation requirements (R806.3, R808.1) ROOF ASSEIVIBLIE8 (Chapter 9) R=OOFC SIFICATION (R902) RC Roof covering materials (R902.1) WEATHER PROTECTION (R903) Zjrloas'ing (R903.2) C ping (R903.3) Roof drainage (R903.4) MA7TERI S (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) f,4r-'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) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905. 10) Modified bitumen roofing (R905. 11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) General (R906. 1) REROOFING (R907) Y'Ll- Materials and methods (R907. 1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1 001) A) I A� Spark arrestors (R 1003.9. 1) Ak—Construction (Figure R1001. I and Table Wall thickness; �! 4" (R1003. 10) R1001. 1) Flue lining - material/installation (R1003.11 and SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and R 100 1. 6) Steel fireplace units (R1001.5. 1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1 003) Construction (Table R1001. I, R1003.2, R 1003.3, and Figure R 100 1. 1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Flue area (appliance) (R1003.14) . Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17). Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY-BULT FIREPLACES (R1004) Labeled and listed (R1004. 1) —N*Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) M 4--Listed and labeled (R 1005. 1) A)F—Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) eC mpliance; material and equipment '1 NI101.2, N1101.3) C ri Climate zone (Table N1101.2) *See energy conservation plan review record Building envelope (N1102) Mechanical systems (NI103) MECHANICAL (Chapters 12-23) Z'�,,,-'Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) ppliance installation (141307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) —V/'^,Exhaust systems (Chapter 15) Duct systems (Chapter 16) AW Combustion air (Chapter 17) -Jul I VChimney and vent location and terminations V (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) I a* FUEL GAS (Chapter 24) Application (G2401.1) V4_!ft_1 General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Z5�ater service location and depth (P2603, P'2604) Sanitary and storm sewer location and depth (P2603, P2604) VPiping support (Table P2605. 1) Listed plastic materials (P2608) XZ,. Plumbing fixtures (Chapter 27) VWater heater size and location (Chapter 28) Affk—pipe sizing (G2413) I Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Water supply and distribution system design and calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fi re -resistance rated assem- blies (E3302.2) ;:51S�isted and labeled materials (E3303) ervice equipment and location (E3501, E3506) S-ervice size and load calculations (E3502) 7 vailable fault current (E3506) Sy'stern grounding (E3507) Required branch circuits (E3603) &-��Feeder requirements and load calculations (E3604) Wiring methods (Chapter 37) Required lighting and receptacle outlets (E3801, E3803) Devices and lighting fixtures (Chapter 39) Appliance installation (Chapter 40) Swimming pools (Chapter 41) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) AJ. LA —Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) A;/#- Compliance with Appendix F verified _10- SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) lf—�-Provisions adopted (R102.5) rV/ e Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (RI02-5) 141kcompliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) —0�—Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) IV Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -11- NOTES (cont'd.) St. Lucie County Building & Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne VevelQpment Corporation will be using the following sub -contractors for the (Company/Individual Name) project located at - 14210 TqT.A FLORF59 (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 bel ow, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Coniractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 204-9 ER000941.6. Plumbing Lindquist Plumbing & Su . pply Co- 19150 CFC0576'72 HVAC/ Comfort Control of St- Lucie 8288 Mechanical County, Inc. CACO24379 Roofing Treasure Coast Roofinq,LLC 154-96 RC29027087 Gas A W'i �J PERMIT CX�S ISSUE DATE: I NUMBER CM4 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORI BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor' Certification Number: _g2 0 �� 6 State of Florida Certification Number (if applicable): �JQ 4 1 1-n �J C- If C6 I^c , X-tl( (Company Name'/Individual Name) have agreed to be the le C � ri ca sub -contractor for _01i !0 4 " 1/d F) (Type of Trade) (Primary Contractor) P D _ep � COCID for the project located at 14219 ISLA FLORES (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 Zon' , Department ina, of St. Lucie County by personally filing a Change of Contractor not* ID ice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AIU IUQUIRED L SIGNATURE PRINT A.�E�' �� 4DA aE Business Name: Address: City/State/Zip. Phone: email: OFFICE usF, ONT.V- ST. LUCIE COUNTY PUBLIC WORKS Sq, BUILDING & ZONING DEPARTMENT BUILDIN G PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Conti -actor Certification Number: 19150 State of Florida Certification Number (If applicable): . t CFC057672 Lindquist Plumbing & Supply Co., Inc- have agreed to be the (Company Ni ame/I ndivi dual Name) P lumb ing sub -contractor for WVnne Development Corp. (Type of Trade) (Primary Cont.ractor) for the project located at (k(�Iect Street Acaress or r1VPt;LLy Tax ID 4) It is understood that.' if there is any change of status regarding oi�ir 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 shovm on the Contractor's License) ORIGINAL SIGNATURES ARE RF"QUIRED Robert A. Case D6 S GNATURE PRINTNAME Business Name: Lindquist Plumbing & Supply Co., Inc. Address: 3185 Sneed Road Citv/State/Zip: Fort Pierce, Fl. 34945 Phone: (77 ) 461-1969 email: OFFICE USE ONI,V: - - - - - — - - — - PERMIT # ISSUE DATE __J ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 0 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: , 8 2 8 8 State of Florida Certification Number (if appiicabie): CACO24379 Comfort Control of St. Lucie County, jjhave agreed tobe the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Develoj2ment- Cnrpc) ation (Type of Trade) (Primary Contractor) for the project located at 14219 ISLA FLORES (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 SIGNAWRES ARE 11-EQUIRED Barry Zimmerman GNA A* PRINTNAME DAT)3 Business Name- Comfort Control of St. Lucie County, Tnc. Address: 1501 Biltmore StrOet Qity/State/Zip: Phone: P'ort Saint Lucie, FL 34983 . 772-785-9010 email: I nFFICF. IT.qR ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: —19 4 9 6 State of Florida Certification Number (If applicable): RC29027087 Trp-asurp Coast Rc)c)fJnq, T.T.C_ have agreed to be the (Company Name/Individual Name) roof ing sub-contractorfor Wynne Development Cor (Type of Trade) (Primary Contractor) for the project located at 14219 ISLA FLORES (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 22zL Brian J_ Maloney --A, PRINT NAME DATt Business Name: Treasure Coast Roofing,, LLC Address: 1816SW Biltmore St. City/State/Zip: Port St- Liacie, FL '14984 Phone: 772--143-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE 9T.'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: 14 2'19 ISLA FLORES #1306-111-0001-00010; 617 -14 19 all that pa-ri- lying (Tax ID/Legal description/Address) northeasterly of 1-95 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 immediate community. Matthew Lyle wynnp Property Owner Name Property Owner Signature Date STATE OFFLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS C23 DAY OF 2o-LP BY Matthew T�yl e Wynne WHO 1<�ERSON�ALLY KN�OWO ME OR WHO HAS PRODUCED AS IDENTIFICATION. 94�1- "I-1>)je-0-7Wq '4"') 6A�E'JEX SIGNATURE OPNOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER E6.db.db"d6"& DOROTHY ANN HAFNER State of Florida Notary Public My Comm. Expires Oct 2. 2012 Commission # DO 827096 ssn - Bonded Through National Notary Assn M11 MiTeW POWER To PERFORM." . RE: M1 1301 - Grand Carlton MiTek Industries, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 336104115 Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model: Lot/Block: Subdivision: Address: n/a City: Port 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 aff ixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# I Truss Name I Date J No. I Seal# I Truss Name I Date 11 IT3809484 I A5 17/16/010 118 IT3809501 JKJ8 17/16/01 12 IT3809485 I A6 17/16/010 .3 IT3809486 I A7 17/16/010 4 IT3809487 I A8 17/16/010 5 IT3809488 I A9 17/16/010 1.6 IT3809489 JA 17/16/010 17—JT3809490 I GRA 17/16/010 18 IT3809491 I GRB 17/16/010 19 IT3809492 JJ1 17/16/010 110 IT3809493 JJ2 17/16/010 I'll IT3809494 JJ3 17/16/0101 112 IT3809495 JJ4 17/16/010 113 IT3809496 JJ5 17/16/010 114 IT3809497 JJ6 17/16/0101 7 17/16/0101 116 IT3809499 JJ8 17/16/010 117 IT3809500 JKJ7 17/16/0101 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: Albani, Thomas. My license renewal date for the state of Florida is February 28, 2011 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. 0*1 NS' 0 Z :Q:z 13 STATE OF IJJ 0 R N N Ak- FL Cert. 6634 July 16,2010 Albani, Thomas I of V Job Truss Truss Type Oty P y ran ar on T38094b 14111,301 A5 SPECIAL 9 1 � Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MITek Industries, Inc, Fti Jul 16 14:47:30 2010 Page 7-8-5 17-LI-0 8 11-1:60-10 7 45 3-4-S -8-5 6-4-2 34-0-0 .0- — 7-8-0 Scale 1:61.3 4. 00 F1 —2 6x8 M]120= W M 1120 11 2x3 M1120 11 3X6 M1120-- 7 3x6 M1120-- WIV!1120zz� 4 5 8 3X4 M1120-- 3 1 2 14 7x10 M1120= is 10 16 WO IVIIIM� 13 12 3x6 M1120-- 2.00 F1 —2 5x10 M[120= 2x3 M1120 11 10-6-4 20-4-8 10-6-4 9-10-4 26-4-0 34-0-0 5-11-8 Plate Offsets (X.Y): [2:0-3-11,o-1-81,[10:0-3-14.0-1-81 LOADING (pso TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS1 TC 0.73 DEFL in Vert(LL) 0.73 (loc) I/def] Ud 14 PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.97 >544 360 Vert(TL) -1.44 13-14 >277 240 M1120 249/190 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2007ITP12002 WB 0.48 (Matrix) Horz(TL) 0.45 10 n/a n/a Weight: 154 lb LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 6-14: 2 X 4 SYP M 30 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 ouide. Max Horz2=-153(LC 6) Max Uplift2=-858(LC 3), 1 0=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-5575/3114, 3-5=-523812804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, 9-1 0=-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=-1 827/3309, 6-13=-342/543, 9-13=-664/551. 9-12=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. I I fill, VVIttlill A 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 0� 44 DOL--1.33 plate grip DOL=1.33 N 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * %* ... - - . 0 -\CENS'-.�d \X 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% between the bottom chord and any other members, with BCDL = 10.Opsf. N-0—b9380 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should ved ty capacity.V bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 0=858. except at=lb) 2=858�--_ - -flz Z ATE LOA6 CASE(S) Standard 0 R /ON M-0%---%' FL Cert. 6634 July 16,201 A WARNING - V.Hfij d-1g. p�a-ej� mid RFAD NOTES ON MIS AND INCLUDED MITEKREFEREME PAGE Affl- 7473 �- 10-'08 BEPORE USE. Design valid for use only with Mffek 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 hiss designer. Bracing shown NEI Is for lateral support of individual web members only. Additional temporary bracing to insure stability during corstiuction is the resporsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIjTPII Quality Criteda, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Instiiute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Trus Truss ype Qty Ply rand Carl n T3809485 M11301 A6 SPECIAL 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:31 2010 Page I -0 8-11-11 5�O 411 -0-0 L6 121—.4_; 34-0-0 �5-0- HOO- 8-11-11 --6 V-0 7-8-0 If -0-d Scale 1;62.6 4. 00 F1 —2 5x10 M1120-- 5x6 IVIII20-- 5 6 2x3 IV!11201Z�- 3x6 M11205� 3x4 IV!1120z�- 4 3X6 M1120-- 3 7 8 2 14 9 7 10 t2 6X8 V11120= 13 9 ich 3x1 0 M 1120:= 3x4 IVIII20== 12 11 3X6 IV11120zz� 6 2. 00 F1 —2 5x6 M1120= 2x3MI12011 10-6-4 0 2 :4 8 1 26-4-0 34-0-0 10-6-4 4- -- 524 %0;2 5-11-8 7-8-0 Plate Offsets (X,Y): [2:0-4-4,Edgel, [5:0-5-0,0-2-01, fg:0-3-14,0-1-81 LOADING (pso SPACING 2-0-0 CS1 DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(I-L) 0.69 2-14 >580 360 M1120 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 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007fTPI2002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2 X 4 SYP M 30 BOTCHORD 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 quide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402. 7-9=-3059/1 811 BOT CHORD 2-114�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=-754/601, 7-11 =0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. It,1111 I I11Ill#, 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 A. DOL=1.33 plate grip DOL=1.33 .S ........ 3) Provide adequate drainage to prevent water ponding. %%o, . 49 E Nj 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wkh any other live loads. * '% "X - -, A� 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 between the bottom chord and any other members. -,No 39380 6) E30--aring at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityff bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=875= 9=875. - TE LOAD*CASE(S) Standard C) Al 0 R 4* /0 FL Cert. 66 July 16,201 & WARAMG- V�� d�19.p.�t— —dREAD NOTES ONTINS A INCLUDED MTSK REPERENCE PAGE RRI- 7473 �. 10-'08 BEFORE USE. Design valid for use only withIVIffek 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 responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPIj Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton M11501 A7 SPECIAL 1 1 T3809486 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 — 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:33 2010 Page 8-11-9 3-" 21-0-0 26-4-0 34-0-0 ��O� 8-11-9 0.7 8-0-0 5-4-0 7-8-0 '1 -04 Scale 1:62.6 08 IV!11207::� 48 IV!1120:::� 4. 00 F1 _2 4 5 2x3 IVII]20,':� 3 3x4 M1120-- 2 7 8 1 7X8 IVIII20= A 16 6 3XIO M1120:=: 10 6 9 3X6 IV1112OZZ� 2. 00 F1 _2 5x12 M1120= 2X3 M1120 11 10-6-4 20-4-8 34-0-0 10-6-4 7-4-8 7-8-0 Plate Offsets (X,Y): [2:0-4-4,Edgel, [7:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi 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(rL) -1.1310-11 >355 240 BCLL 0.0 Rep Stress I nor YES WB 0.75 Horz(TL) 0.41 7 n/a n1a BCDL 10.0 Code FBC2007frP[2002 (Matrix) Weight: 146 lb LUiMBIER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD Structural wood sheathing directly applied or 2-6-7 oc purfins. 1-4:2 X 4 SYP M 31 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOTCHORD 2 X4 SYP M 30 WEBS 1 Row at midpt 4-10 W15BS 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=1305/0-8-0, 7=1305/0-8-0 Max Horz2=-123(LC 6) Max Uplfft2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. 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=-240911503, 6-7=-3033/1827 BOTCHORD 2-11=-301215002,10-11-1821/3184,9-10=-1601/280117-9=-I601/2801 WEBS 3-11 =-284/421, 4-11 =- 1309/2342, 4-1 0=- 1032/675, 5-1 0=- 116/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 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 % A. DOL=1.33 plate grip DOL=1.33 Provide �,S 3) adequate drainage to prevent water ponding. E IV& 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 3-6-0 tall by 2-0-0 wide will fC I;ptween bottom the chord and any other members. 6 39380 6) Bearing at joint(s) 2 considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify capacityjf bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at--Ib) 2--890- 7=889. ATE LOAD CASE(S) Standard R % 0 N A FL Cert. 6634 July 16,201 WARMNG- V-Ifijdmlgp�ct� �d READ NOTES ON THIS AND INCLUDED BUTEICRPIPPMENCE PAGE MI 7473 r�. 10-USBEFORB 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 responsibillIty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component I I— - — Safety Information avail able from Truss Plate Institute, 781 N. Lee Street, Suite 312. A] exand ria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Tru s Truss Type Qty Ply Grand Carlton T3BO9487 M 11201 A8 SPECIAL 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:34 2010 Page 8-11-9 11 O�O 15-84 20-4-11 �M 0 ��1-3 34-0-0 10- ?it 8-11-9 2.� 4.8.� 2.7_� '_1 01 4-8-4 7-10-13 ? Scale 1:62.6 5x6 IVIII20= 3x4 M1120= 2x3IVIII2011 5x10IVIII20-- 4. 00 ri —2 2x3 IVI[120,�,' 4 5 6 7 3 2x3 V!1120,�, 8 2 13 9 10 7 7x8 M1120=-- MI co 6 3X10 M1120-.::: 12 11 UG M1120-- 2. 00 rl —2 5X12 M1120= 3X4 M1120= 10-6-4 20-4-8 0-0 34-0-0 0-6-4 9-10-4 11-0-0 Plate Offsets (X,Y): [2:0-4-4,Edgel, [7:0-5-0.0-2-01, [9:0-3-14.0-1-81 LOADING (pso SPACING 2-0-0 CS11 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDIL 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 FBC2007/TP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4:2 X 4 SYP M 31 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOTCHORD 2X4SYPM30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed cluiring truss erection, in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-5324/3282, 3-4=-4985/305114-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8=-2623/1654, 8-9=-2960/1878 BOTCHORD 2-13=-3086/5036,12-13=-2118/3556,11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/48414-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505, 7-11 =-246/432, 8-11-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp, C; enclosed; MWFRS (low-fise); Lumber DOL=11.33 plate grip DOL=1.33 A. 3) Provide adequate drainage to prevent water ponding. J* e# 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 3-6-0 tall by 2-0-0 ft wide will between the bottom chord and any other members. 39 80 6) Obaring at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityjjf beaflng surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=902-= 9=902. LOAD CASE(S) Standard AT RO) N A), 1111111100 FL Cert. 6634 July 16,201 Q A WARMNG- VeHfyd-ig-p�—f— and READ NOTES OArTLrISAAYDIArCLUDEDNUTBKREPP",MCS PAGE M-7473 — 10-'08 BEFORE USE. Design valid for use only withMiTek connectors. This design Is based only upon parameters showa and Is for an Individual building component. of design paramenters and proper incorporation of component is responsibility of building designer Ap - not truss designer. Bracing shown is fgIcability lateral support of individual web members only. Additional temporary bracing to Insure stability durIng construction is the responsibililty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MOW pa—P — - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIl Quality Criteri a, DSB-89 and BCSI Building Component Safety Information available from Truss Plate institute, 781 N. Lee Street, Suffe 31 Z Alexandria VA 22314. --- 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Tru s Truss Type Qty Ply Grand Carlton T3809488 Mil�pi A9 SPECIAL Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:35 2010 Page 9-0-0 Ll 4 1 �1_1_100 10' 34-0-0 5-0- 9-0-0 4--7.101 9-0-0 1-n n Scale 1:62.6 7x1O IVIII181-1-5- 4.00 Fj_2 3x6 M1120= 2x3 M 1120 11 7x1O M1118H-- 3 4 5 FR - 6 - 2 11 7 8 t2 6 7x14 M1118H=-- C? 3x10 M1120-:-: 10 9 3X6 M1120-- 2. 00 F1 _2 5x12 MII18H= 2X3 M1120 11 10-6-4 20-4-8 i - 34-0-0 L�_O_ ' -0 '�07,0 L2 9-10-4 10-6-4 2.7-13 1 9-0-0 Plate Offsets MY): [2:0-4-4,Edgel, [3:0-5-0,0-2-01, r6:0-5-0,0-2-01, [7:0-3-14.0-1-81 LOADING (pso SPACING 2-0-0 CS1 DIEFIL in (loc) Well Ud PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.93 10-11 >431 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(rL) -1.56 10-11 >256 240 M1118H 1951188 BCLL 0.0 Rep Stress Incr YES WB 0.' 88 Horz(TL) 0.51 7 n/a n/a BCDIL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 141 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3:2 X 4 SYP M 31 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOTCHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WE13S 2 X 4 SYP No.3 installed cluring truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2=-92(LC 6) Max Uplift2=-912(LC 3), 7=-912(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-5295/3305,3-4=-6342/3918,4-5=-3259/2104,5-6=-3259/2104,6-7=-2964/1856 BOTCHORD 2-11=-3095/5007,10-11=-2849/4602,9-10=-1615/2738,7-9=-161512730 WEBS 3-11=-973/1926,4-11=-993/1882,4-10=-1495/1050, 6-10=-438/825, 6-9=-2/269 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2pst; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWIFFIS (low-rise); Lumber DOL=1.33 plate grip DOL--1.33 ti,111111111111 3) Provide adequate drainage to prevent water ponding. lip J`ip 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. * 0 E N 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) Bearing 2 39380 atjoint(s) considers parallel to grainvalue usingANSI/TPI 1 angleto grainformula. Building designer should verify capacity 6 bparing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ijt�lb) 2=912-- 7=912. LOAD CASE(S) Standard STAT .0 ;."N N ... 11111111110 FL Cert. 6634 July 16,201 WARNING - Verlfij dmlgnjparamet� andREAD NOTES ON AND MCLUDED MTEKRP-FFJZEWBPAGBMI-7473 �. 10-'08 BEFOPB USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. NplIcability of design paromenters and proper incorporation of component is responsibility of building designer -not bum designer. Bracing shown iateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the bu9cling designer. For general guiclan MiTek" fabri ce regarding _ — I-- ScrecatlorL quality control, storage, delivery, erection and bracing, consult ANSIfrPI1 Quality Criteria, DSB-89 and BCSI BuUdlng Component 6904 Parke East Blvd. ty Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Aexandda, VA 22314. Tampa, FL M610-4115 Job Truss Truss Type City Ply Grand Carlton T3809489 M113DI A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce A. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:28 2010 Page 12-4-13 7 1 21-7-3 14_7-T 27-4-3 34-0-0 5-9-0 4-7-3 i i 5-9-0 6-7-13 11 - `oo Scale 1:59.4 4.00 F1_2 45 M1120= 6 19 2x3 M 1120 11 18 2X3 M1120 11 3X6 M1120-- 5 7 3X6 M1120ZZZ 3x4 MIIM� 4 8 3X4 M1120-- 3 9 2 I .; 10 lc� 3X8 M1120= 17 16 15 20 21 14 13 12 6 2x3 M 1120 11 4x6 M[120= 3x8 M1120= 3x8 M1120= 46 M1120= W M1120 11 3X8 M1120= -7; 153 12-4-13 21-7-3 7 3 34-0-0 25_ 6 5-9-0 9-2-7 t4 6-7-13 LOADING (psl) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDI_ 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BOLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDIL 10.0 Code FBC2007/TP[2002 (Matfix) Weight: 163 tb LUMBER BRACING TOPCHORD 2 X4 SYP IM 30 TOPCHORD Structural wood sheathing directly applied or 3-8-7 oc, purlins. BOTCHORD 2 X 4 SYP M 30 BOTCHORD 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 quide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max UpIift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3400/1847, 3-5=-2844/1510,'5-6=-2837/1l618, 6-7=-2837/1618, 7-9=-2844/1509, 9-1 0=-3400/1848 BOT CHORD 2-17=-1743/3154,15-17=-1743/3154,14-15-93712064,12-14=-1633/3154, 10-12=-1633/3154 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. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-fise); Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0, 46� 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,Z"'�A \GEN&*-.1 between the bottom chord and any other members, with BCDIL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=880Z "-4 3 9 3 8 0 16=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), 411 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ATE -0 0 01 AIN 0 R Uniform Loads (pIQ Vert: 1-6=-54, 6-1 1=-54, 2-20=-20, 20-21=-60,10-21=-20 /ON A Concentrated Loads (lb) yj%%.,o Vert: 18=-50(F) 19=-50(F) F FL Cert. July 16,201 WARMNG- Verl&d�lgnparamet� andREADNOMS ON MIS AND INCLUDED M=REFERENCBPAGBWI-7473 �. 10-'08 BEFORE USEP. 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 poramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown WN, is for lateral support of individual web members ody. Additional temporary bracing to Insure stability during construction is the respondbillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regard Ing MiTek" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Tam Plate Institute, 781 N. Lee Street, Suite 312, Aexandrla, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss ype aty Ply Grand Carlton T3809490 M113Q1 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jul 16 15:09:20 2010 Page 1 B-0-0 17-0-0 01 222 34-0-0 -0 i3l -11-00 118 t6 1.040 8-0-0 5-11-0 1. 0-- 3_8_2 3-�- 8-0-0 0 (+) Top chord must be braced by end j8Ak6;, 1:61.2 roof diaphragm, or properly connected 4x5 M1120= purlins as shown. 9 7x8 MI 120 7x12 IV111201::� 6 17 6xI 2 MI 120-- 19 4.00 F12— 4 X6 M112 -- 120 3 11 A2�!�21 r5a d 10 C, 2 22 23 EU 'i-� bo 28 1�2d 25 6 3x5 M1120= 29 27 26 24 3X5 M1120= 3X6 Ml 120 = 7x8 Ml 120 5XG MI 120 3x5MI12011 6x8MI[20= Us IVIiI20= 8-0-0 1-1 0 18-6-0 26-0-0 34-0-0 L-- 3-1 -� i I 1 -1 8-0-0 7-5-0 7-6-0 8-0-0 Plate Offsets (X,Y): [2:0-2-4,0-1-81,[3:0-5-0,Edqel,[21:0-5-0,Edge],[22:0-2-4,0-1-81,r27:0-3-8,0-3-01 LOADING (psl) SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 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 BCDIL 10.0 Code FBC2007ITP12002 (Matfix) Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOTCHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS I Brace at Jt(s): 7, 8, 19, 17, 14 recommends that Stabilizers and required cross bracing IV17telk be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=-1 54(LC 6) MaxUplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), 26=-1 697(LC 4), 22=-71 1 (LC 4) MaxGrav All reactions 250 Ito or less at joint(s) except 2--468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) - Max. Comp./Max. 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=-73611100, 8-1 0=-736/1 100, 10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1 100, t*111111111111 18-20=-1733/1453, 20-21=-1733/1453,21-22=-1859/1334,4-6=-140/290, 6-9=-99/356, A 9-1 1=-52/411,11-14=-123/474,14-17�45/344,17-19=-93/279 ........ 14'6� BOTCHORD 2-29=-342/438 28-29�2821344, 27-28=-2821344, 26-27=-688/581, 25-26=-354/461, *4� G E N,9 24 -25=-354/461, 22-24=-1 144/1704 WEBS 3-29=-523/811 3-27=-1 452/1126, 5-27=-526/667, 5-26=-4821421, 13-26=-832f7l 0, 18-26=-1 876/1617, 18-24=-1 020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 6 39380- NOTES 1) Unbalanced roof live loads have been considered for this design. 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 DGL=1.33 plate grip DOL=1.33 ATE -0 3) Provide adequate drainage to prevent water poncling. 4) All are 2x3 M1120 indicated. plates unless otherwise R C, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % 6) * This truss has been designed for live load 20.Opsf the bottom in �Pijl`C` a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will N AX- fit between the bottom chord and any other members. 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 at joint 22. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FL Cert. 6634 F 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 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 16,2010 responsibility of others. WARAMG - V�4fii design parami!f� =d READ NO TES ON THIS AM MCL UDED NRTEK REFERENCE PAGE JYBI- 74 73 10-'08 BEFORE USE, — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. design SRI ipIcability of paramenters and proper incorporation of component is responsibility of bullding designer - not ku% designer. Bracing shown rl lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Mek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Skeet, Suite 312, Aexandria, VA 22314. Tampa, FL 33610-4115 Job Trus Truss ype City Ply Grand Carlt n T3809491 M11501 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 12009 MITek Industries, Inc. Fri Jul 16 14:47:39 2010 Page "10 _0 0-60 7- 13-8-14 20-4-0 27-0-0 34-0-0 PI-00JIq 1 6-8-14 6-7-2 6-8-0 7-0-0 Scale 1:60.5 7)(10 M1118H-:-: 3x8 M1120= 6x10 IVIII20-- 4.00 [1-2 3X6 M1120= 2x3 M1120 11 3 16 17 18 4 5 19 20 6 21 22 23 7 rr 2 3x6 IVIII20!:7- 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 W M1120-- 2X3 M1120 11 US M1120= W IVIII20= 7x8 IVIII20= 3x6MI120= WM112011 13-8-14 0 0 -0 27-0-0 34-0-0 �6 7.1 1 �4 i --I 6-8-14 2 6-8-0 7-0-0 Plate Offsets MY): [2:0-3-14,0-1-81, [3:0-5-0.0-2-01, [4:0-3-8,0-1-81, f7:0-5-0,0-2-01 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDIL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.4013-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incir NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDIL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 4-12,7-12 MiTek recommends that Stabilizers and required cross bracing be installed cluring 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 Horz2=77(LC 5) Max UpIift2=-855(LC 3),12=-2012(LC 3), 8=-459(LC 6) Max Grav2=12S4(LC; 7),12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-201211299,4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOTCHORD 2-15=-1644/2780,13-15=-1653/2820,12-13-1177/2012,10-12=-462/972,8-10=-454/934 WEBS 3-15=-1491784, 3-13=-862/552,4-13=-82f779.4-12=-3806/234516-12=-8091766, 7-12=-2675/1602, 7-110�138[762 NOTES I I fill, ttijill 1) Unbalanced roof live loads have been considered for this design, A 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 DOL=1.33 plate grip DOL--1.33 3) Provide adequate drainage to prevent water poncling. 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. 39380 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 willr. between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb upliffftt at joint2l and 459 lb uplift at joint 8. Hanger(s) S" ATE 8) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-01-1 1 �0 0 115 lb down and 128 lb up at 9-0-12,115 lb down and 128 lb up at 11-0-12,115 lb down and 128 lb up at 13-0-12,115 lb down and 1 41 lb up at 15-0-12,115 lb down and 128 lb up at 17-0-0,115 lb down and 128 lb up at 18-11-4,115 lb down and 128 lb up at 20-11-4, 11 0 R :Pe4�1 'Z& lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 lb down and 147 lb up at 2740 on top cho�, and ....... % % 437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13 -0-12, go lb down at 15-0-12, 90 lb *.#/ON down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 196 lb up at 26-11-4 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). LOAD CASE(S) Standard FL Cert. 6634 Continued on page 2 July 16,201 (1 � IF AWAMNG - VeHfii d—am jpara� d "ID NOTES ON THIS AlVD INCLUDED MMKREFFREME PAGE M1. 7473 — 10-108 BEFORB 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 Mfg is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsNIlity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Nexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 WAMM- Vqfyd—ignp�anz�f— =d READ NOTES ON TWIS AM INCLUDED JUEEKREPEREME PAGE MI-7473 �. 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 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 responsibillity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandda, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 I Job I Truss I Truss Type I Qty I Ply I Mi 1301 lit I MONO TRUSS Chambers Truss .1-0-0 1-0-0 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ 3x4 M1120= Scale = 1:6.21 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 FBC2007/TP12002 CS1 TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFIL in Vert(LL) 0.00 Vert(TL) -0.00 Horz(TL) 0.00 (loc) I/defi Ud 2 >999 360 2 >999 240 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. BOTCHORD 2 X 4 SYP No.3 BOTCHORD 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 quide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplfft2=-190(LC 3) Max Grav2=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. 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. tt%t11I111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 190 lb uplift at joint 2. c A 1.#., LOAD CASE(S) Standard ..%o 4# G E N 3 , .. 1 **0 4�' 3 80 MCC Z TE I.- *If FL Cert. 6634 1 July 16,201 A WARRIM - V�qfil d-lgnp.,.�ae dREAD NOTES ONTHIS AND INCLUDED MTEICREPERENCEPAGEDHI 7473 �. 10-'08 BEFORE USE. Desiginvolld for use only with MiTek connectors. This design Is based only upon parameters showR and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is respon�blllty of building designer -not tam designer. Bracingshown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction isfhe responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the bUlding designer. For general guidance regarding w" = P-5-w- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI[rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Inm Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610-4115 Job Truss Truss Type City Ply � Grand Carlton T3809493 M11301 J2 MONO TRUSS 4 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 12009 Mi7ek Industries, Inc. Fri Jul 16 14:47:40 2010 Page -1-0-0 2-0-0 1-0-0 2-0-0 Scala = 1:7.9 3A M1120= 2-0-0 2-0-0 LOADING (psD SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TO 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(TL) -0.00 3 n/a n/a BCDIL 10.0 Code FBC2007ITP12002 (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 Horz2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LO 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD 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 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. will I I It#,, 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. a **.#., LOAD CASE(S) Standard %.0 N 4�' 3938 Z MCI: Z TE 00 0 % /0 N FL Cert. 6634 July 16,201 AWAPJYMG-V.,iflid-ig.p�.n.d—�dRPA NOMS ON THIS AND INCLUDED B9TEK REFERENCE PAGE PHI- 7473 �. 10-'08 BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters showrL 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 support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabdcation, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI 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 M11;01 Truss Type MONO TRUSS 3X4 M1120= LOADING (psf) SPACING 2-0-0 CS] TCLL 20.0 Plates Increase 1.25 TC 0.26 TCDL 7.0 Lumber Increase 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2007/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3--49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 16 3-0-0 Scale = DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 360 M1120 249/190 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n1a Weight: 11 lb BRACING TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD 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 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-fise); Lumber DOL=1.33 plate gfip 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. I fill,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. A Jfr.. LOAD CASE(S) Standard ...... E N \G 6 3 9 3 8 P'x - ATE "o 00 0 /ON 111"11111110%. FL Cert. 6634 July 16,201 A WARNING - V-ft d�19. P—a� dREAD NOTES ONITUS AND INCLUDED 59TE11CREFERMCE PAGE bffr- 7473 �. 10-'08 BEFORB USE. Designvalid for use only with Mffek connectors. This design Isbased onlyupon parameters showrL and is foran Individual building component. Applicability of design paramentersand proper incorporation of component Is responsibility ofbudding designer - nottruss designer. Bracing shown is far lateral " pport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Ad'djifional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek" -89 and BCSI Building Component 6904 Parke East Blvd. fabrication, clualtly control, storage, delivery� erection and bracing, consult ANSIfrPl1 Quality Criteria, DSB I ... � - I -- Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Alexandria, VA 22314. Tampa, Fl. 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton Mi 1301 J4 MONO TRUSS 4 al) T3809495 Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:412010 Page 4-0-0 .0 4-0-0 Scale = 1: 11.21 3)(4 M1120= LOADING (psf)l SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 .249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLIL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 ri/a n1a BCDIL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.3 BOTCHORD 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 guide. REACTIONS (lb/size) 3=81 /Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Harz 2=1 13(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 (lb) - Max. Cornp./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=11.33 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 tniss to truss connections. Itt,11111111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. % A LOAD CASE(S) Standard %%% - . -14 --, %%o .. ....... 39380 MCC Z A 5 Ol A" .0 ON '111111 1 FL Cert. 6634 July 16,201 &WARAUNG-VeHfiid-19.paramet� —dRE&DAT07ESONTHISANDINCLODEDBU=PEPPJZENCE PAGE bffl-7473,�. 10,08 BEFORE USB, Designvaild for use only with Mrrek connectors. 7his design Isbased only upon parameters shown, and Is foran Individual building component. Applicability ofdesign paramenters and proper incorporation of component Is responsibility ofbufldlng designer - notiruss designer. Bracing shown WEI is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilMy of the MiTek' erector. Additional permanent bracing of the overall structure is the responsIbIlRy of the building designer. For general gUldance regarding fabricatiorL quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 3 1 Z Alexandria, VA 22314. Tampa, FL 33610-4115 lJob I Truss I Truss Type I City I Ply I Grand Carlton Mi 1301 IJ5 1 MONO TRUSS Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 5-0-0 110000 5-0-0 Scale = 1:12.9 3A M1120= LOADING (psD 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 FBC2007frPI2002 CS1 TC 0.37 BC 0.34 WB 0.00 (Matrix) DEFL in Vert(LL) -0.03 Vert(TL) -0.06 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >866 240 3 n/a. n/a PLATES GRIP M1120 249/190 Weight: 17 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.3 BOTCHORD 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 guide. REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplfft3=-1 23(LC 3), 2=-231 (LC 3) Max Grav3=1 11 (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. 11; Exp C; enclosed; MWIFFIS (lo%-fise); 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. t%J11111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint 2. N A. LOAD CASE(S) Standard -.%o \X E N 4�1 39380 MX 4/1 S ATE 0 R 0 /0 N -,%% qk� "li Its FL Cert. 6634 July 16,201 WARAUNG- Wn(flj dcslgp�ra-et� ndRPAD NOTES ONTUISARD nVCLUDEDM7EKREPERENCEPAGBMI-7473 r�. 10-USEEPORE USE. Designvalld foruse only with MiTak connectors. This designisbased only upon parameters shown, and isforan Individual building component. ME Norloobility of design paramenters and proper incorporation of component Is responsibility ofbuilding designer -not truss designer. Bracing shown larteral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component Safely Informahon available from Truss Plate Institute, 781 N. Lee Street, Suite 31 Z Adexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Truss IMI1301 JJ6 I MONO TRUSS 34982 7,140 a Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:42 2010 10-1 6-0-0 1 6-0-0 Scale = 1: 14.51 U4 M1120= LOADING (psf) TOLL 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 FBC2007frPI2002 CS1 TO 0.60 BC 0.51 WB 0.00 (Matrix) DEFIL in Vert(LL) -0.06 Vert(TL) -0.14 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >476 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.3 BOTCHORD 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 guide REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1). 4=1 10(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. 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 158 lb uplift at joint 3 and 248 lb uplift at joint 2. -%,%% A. LOAD CASE(S) Standard 0, 6 39380 41 ATE .0 *'-4.0 R 0 N $oilil FL Cert. 6634 July 16,201 AWAPNJNG-Verlfijd�lgnp�zt��dRPA NOTES ONTFUS AND INUMED MTEICREPEREWSPAGBM-7473 rev. 10-'08 BEFORE 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 ofbuUd[ng designer -not truss designer. Bracing shown Nil is for lateral support of Individual web members only. Additional temporary bracing to insure stability during corstructon is the responsibillity of the MiTeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _... - _W_- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Adexandria, VA 22314. Tampa, FL 33610-4115 Millm City I Ply I Grand MONO TRUSS -1: 0 7-0-0 1 �0 7-0-0 3x4 M1120= 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 Page Scale: 3/4'=l' LOADING (pso 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 FBC2007ITP12002 CS1 TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFIL in Vert(LL) -0.11 Vert(TL) -0.27 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >722 360 2-4 >289 240 3 n/a n/a. PLATES GRIP M1120 249/190 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP No.3 BOTCHORD 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 guide. REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplfft3=- 191 (LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(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. 11; Exp C; enclosed; MWFRS (low-riise); Lumber DOL--1.33 plate gdp 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 bearling plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint 2. LOAD CASE(S) Standard % \N% ........ 16, % ENS'-. A� N-o3 9 3 8 0 TE 0 /0 FL Cert. 6634 ] July 16,201 AWARKING- VeHAdaslgap�et� —dRFADNOTES ON MIS AND INCLUDED MTEKPEFPJZPNCE PAGE MI-7473 rm 10-'08 BEFORE USE, Design valid for use only with MlTek connectors. This design Is based only upon parameters showrL and is for an Individual building component. " NEI NIcablity of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracingshown .Prl lateral support of Individual web members only. Addlillonal temporary bracing to Insure stability during construction is the resporisibillity, of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfri'll Quality Criteria, DSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Nexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4116 Truss City I Ply I Grand Carlton Mi 1 S01 lis I MONO TRUSS 110 Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:43 2010 i -1-1-1 8-0-0 To- 8-0-0 Scale = 1:17 3X4 M1120= LOADING (pso TCLIL 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 FBC20071TP12002 CS1 TC 0.36 BC 0.28 WB 0.00 (Matrix) DEFIL in Vert(LL) -0.14 Vert(rL) -0.35 Horz(TL) -0.00 (loc) Well Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26 lb LUMBER BRACING TOPCHORD 2 X4 SYP M 31 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2 X 4 SYP M 31 BOTCHORD 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 guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max UpIift3=-223(LC 3), 2=-286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(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. 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 at joint 2. �'s 'q If �e". LOAD CASE(S) Standard C) 39380 T A- R ......... & % /0 N �- .%%% FL Cert. 6634 July 16,201 AwARAmG- veHfij d�iqnparar—*� andREADNOTES ONTHISAYJD INCLUDED Aff= REFERENCE PAGE D91 7473 r�. 10-'08 BEFORE USE. Designvolld for use only with MITek connectors. This design Isbased only upon parameters shown, and Isforan Individual building component, MIcability ofdesign paramentersand proper Incorporation of component Is responsibility ofbulldlng designer - not truss designer. Bracing shown ME lateral support of individual web members only. Additional temporary bracing to insurestability during construction is the responslolility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek* fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Crileric, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Tru s Truss Type Qt Ply rand Carlton T3809500 M11801 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Fri Jul 16 14:47:44 2010 Page :-1 --5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale 1:20.8 4 2.83 rl _2 3X4 M1120::: 3 8 7 2 L:J 9 10 6 11 5 3A M1120= 2X3 M1120 11 3X4 M(120= 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets (X,Y): f5:0-0-2,0-1-81 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLIL 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(TL) 0.01 5 n/a n/a BCDIL 10.0 Code FBC2007frPI2002 (Matrix) Weight: 38 lb LUMBER BRACING TOPCHORD 2 X4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 10-0-0 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 guide. REACTIONS (lb/size) 4--45/Mechanical, 2--455/0-11-5, 5--412/Mechanical Max Horz2=176(LC 3) Max UpIift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/69515-6=-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 0; enclosed; MWIFIRS (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. % ........ 11:1% 4) Refer to girder(s) for truss to truss connections. % 0 E N,9 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 a 249 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 6 39380 'down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb upztt 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom ch(Zd. 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). ATE LOAD CASE(S) Standard V, 1) Regular: Lumber lncrease=1.25, Plate Increase=1.25 0 R Uniform Loads (plo Vert: 1-4=-54, 2-5=-20 /ON AX- Concentrated Loads (lb) 11411111111 Vert: 7=10(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-10(F=-5, B=-6) 11=-50(F=-25, B=-25) F FL Cert. 6634 July 16,201 111 AWAP?JMG- VMfii cksig. P.,t— �d READ NOTES ON MIS AM INCLMED W= REPERENCE PAGE D111- 7473 rm 10-USBEFOPEUSE. Design valid for use only with MTiek connectors. This design Is based oNy upon parameters showrL and is for an Individual budding component. Dal Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracingshown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MOW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding folodcation, quality control, storage. delivery, erection and bracing, consult ANSIJrPI1 Quality Criteria, DSB-89 and BCS] Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instibute, 781 N. Lee Street Suite 312, AJexcndda, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton T3809501 M115DI KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jul 16 14:47:45 2010 Page 7-3-4 11-3-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 F-12 SX4 M1120-- 3 C, 8 2 7 6 W M1120= 2X3 M1120 11 3A M1120= 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 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 OAO Horz(TL) 0.02. 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc, purlins. BOTCHORD 2 X4 SYP M 30 BOTCHORD Rigid ceiling directly applied or 8-5-15 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) 4=202/Mechanical, 2--480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max Uplfft4=-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. TOPCHORD 2-3=-1118/660 BOT CHORD 2-7=-746/106016-7=-746/1060 WEBS 3-7=0/3311 3-6=-1 164/819 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. S A. -14 '0� 6) Provide mechanical connection (by truss to bearing lb others) of plate capable of withstanding 229 uplift at joint 4, 373 lb uplift at joint 2 E N 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). .01 6 3 9 3 8 0--t- L70AD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo MCC Vert: 1-8=-54 Z f�Trapiezoidal Loads (plf) ATE Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=g, B=9)-tO-5=-56(F=-18' B=-18) 0 R /0NM- FL Cert. 6634 July 16,201 A WARRIM - VeHfij d�iqp�ef— —dPEdD NOTES ONT111WAM INCLUDED M=PEPPRENCEPAGEMI-7473 10-'08BEPORBUSE. Design valid for use only with MiTek connectors. This design Is based only upon parameters showri and is for an individual building component. Applicability design NEI of porcimenters 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 responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricator), quality control, storage, delivery, erection and bracing, consult ANSIfrPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610-4115 Symbols PLATE LOCATION AND ORIENTATION 14 /; Center plate on joint unless x, y -13 offsets are indicated. Dimensions are in ft-in-sIxteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1Q' 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 Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 Q� 0 a: 0 0- 0 P 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: Indicated by symbol shown and/or ESR-1 311, ESR-1 352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if Indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TP11: 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, Instc9ling & Bracing of Metal Plate Connected Wood Trusses. 0 2006 MiTek@ All Rights Reserved ��o W1 MiTek POWER.T13 PiERFORM.I. MITek Engineering Reference Sheet: Mll-7473 rev. 10-'08 A General Safety Notes 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, 1, 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 fightly against each other. 6. Place plates on each face of truss at each joint and embed fully, Knots and wane atjoint 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. Comber 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, ff 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 I Quality Criteria. tv/,-/ z -/ -T-F-, 2y Q 7-4 tf '7 FORM4100A-08 FLO,RM'A� ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: VVY1114-6 Builder Name: WAYNNE S ireet: 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 f12 b. Face Brick - Wood, Exterior R=1 1.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= f12 4. Number 0 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: SgI, default 134.58 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A f12 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 f12 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 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 Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.9.1 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Ener 9 Review of the plans and specifications covered by this Srjj� �i , Code. calculation indicates compliance PREPAR D with the Florida Energy Code. Before construction is completed DATE:. t hn i s bD u ill da n ill be inspected for �i ompli e with Section 553.908 C 0 p c I hereby certify that this building, as designed, is in com nce St t F a Statutes. vvith�he Florida Energy �40cle. Q'D OWNER/AGENT'_ BUILDING OFFICIAL: DATF_: DATE: ------ - U 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: �# of Units: Total Stories: I SubDlvision: I Name: WAYNNE Worst Case: No, PlatBook: ,'Builder '-Permit Office: Rotate Angle: 0 Street: Jurisdiction: Cross Ventilation: No County: ST. LUCIE Family Type: Single-family Whole House Fan: No City, State, Zip: FORT PIERCE, New/Existing: New (From Plans) FL, 34983 Comment: CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL—ST—LUCIE—CO INTL 2 39 90 75 70 722 62 Low FLOORS V# Floor Type Perimeter R-Value Slab -On -Grade Edge Insulatio 151.5 ft 0 Area 1451.3 ft2 Tile Wood Carp3get 0 0 1 ROOF IV/ Type Roof Gable Materials. Area Area . -Color Roof . Solar Deck Absor. . Tested Insul. Pitch 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC # Type Ventilation Vent Ratio (I in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING Ceiling Type Under Attic (Vented) R-Value 30 Area 1452 ft2 Framing Frac 0.1 Truss Type russ Type Wood WALLS # Ornt Adjacent To Wall Type Cavity R-Value Sheathing Area R-Value Framing Solar Fraction Absor. I 2 3 4 5 6 N Exterior E Exterior S Exterior S Exterior W Exterior S Exterior Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Concrete Block - Int Insul Face Brick - Wood 4.1 4.1 4.1 4.1 4.1 11 489.21 ft2 0 148 0 ft2 301.33 ft2 0 64 ft2 0 316.31 ft2 0 204 f12 0 0 0.8 0 0.8 0 0.8 0 0.8 0 0.8 0.25 0.8 5/5/2010 8:45 PM EnergyGauge@) USA - FlaRes2008 Page 2 of 5 DOORS # Ornt DoorType Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Ornt Frame Overhang Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening I 2 3 4 5 6' N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 N 20 ft' 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in No 1 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 20'06 None None None None None None INFILTRATION & VENTING V Method -- Forced Ventilation -- Run Time SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1_ 382.8 ft2 382.8 ft2 64,ft. 8 ft- jinvalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR R Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts I Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM S C C C r ert # t 4 ff\/FSEC Com Company Name Collector System Model # Collector Model # Area Storage Volume FEF one N 0 None ft2 5/5/2010 8:45 PM EnergyGauge@ USA - FlaRes2008 Page 3 of 5 DUCTS Supply ---- ---- Return ---- Air Percent # Locat-i-o-n- R-Value Area Location Area Leakage Type Handier CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cool'In JXXJ JJ:n Heatngg n F b X F:b r Ix M:rr X1 M JXXJ A Aprr ay JXXJ MMa y JXXJ Jun Jun Jul IXXI Jul Aug IXXI Aug S jxxj MP jxxj 8cI No Novv rx D:c IXXI D Venting X Jan Xj Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct xj Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WQ) AM 78 J,78 78 78 78 78 78 78 80 80 1- 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 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 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/5/2010 8:45 PM EnergyGaugeg) USA - FlaRes2008 Page 4 of 5 FORM 11 OOA-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. win . dow area; .5 cfm/sq.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; utilit Y' 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 top plate. Floors N1 106.AB.1 -2.21 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 N1 106.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 ' ' u insulation; or Type IC with < 2.0 cfm from conditioned space,, —tested. Multi -story Houses N I 106.AB. 1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N I 106.AB. 1.3 I Exhaust fans vented to outdoors, dampers; combustion space I heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residane-p-q-1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1 12.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 N1 112.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. �;hower heads N1 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. A. ir Distribution Systems N1 1 10.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N 111 O.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 I Separate readily accessible manual or automatic thermostat for ach system. Insulation N1 104.AB. 1 Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both N11( sides. Common ceiling & floors R-1 1. 5/512010 8:45 PM EnergyGauge@) 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 3. Number of units, if multiple family 1 b. Face Brick - Wood, Exterior R=1 1.0 204.00 ft2 c. N/A R= f12 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 6. Conditioned floor area (fl:2) 1451 7. Windows- Description a. U-Factor: Sgl, default SHGC: Tinted, default b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A . - SHGC: - - - - r . � : e. U-Factor: N/A ' SHGC: 8. FloorTypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 Area b. N/A R= ft2 134.58 f12 c. N/A R= ft2 11. Ducts ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 12. Cooling systems ft2 a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 ft2 13. Heating systems,, ft2 a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 Insulation Area 14. Hot water systems R=0.0 1451.30 ft2 a. Electric R= ft2 b. Conservation features R= ft2 None 15. Credits 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 installed (or exceeded) in this home before final inspection. OA!hn rwise, a new EPL Display Card will be completed based on installed Code compl es. Builder Signature. Date: (21 Address of New Home. .�t_e �7 City/Fl- Zip: - I Id Cap: 40 gallons EF: 0.9 P HE S "j WE *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 rr.-ay 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 Code, Building, or Section B2. 1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugeg USA - FlaRes2008 Pstat go Project Summary Job: wrightsoft, Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.corn For: FORT PIERCE, FL 34983 Notes: WYNNE BUILDING CORP. g. IN. ,e Mll _1 6.3i"63,60, i& 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 Heating Cooling Area (ft') Volume (ft3) 1452 12652 1452 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary 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 H20 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Dz'ly.range L Re ive umi ty 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 D ucts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary 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 H20 Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 41-4- vwtr5o1mirsg,0f-t- Right -Suite@) Universal 7.1.16 RSU05864 2010-May-05 20:35:12 EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job: + wrightso Date: APRIL 28,2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FIL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: cornfortcontrolofs1c.corn .101 � pffilk M 0WOMM-4. " X, Htg Cig 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 COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25H BB330 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 'F 1000 cfm 0.049 cfm/Btuh 0 in H20 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 H20 Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Cig load (Btuh) Htg AVF (Cfm) CIg AVF (Cfm) FOYER 60 1153 708 56 33 GRT RM/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 MSBDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 K1IAQ-r[=D I A%/ co nlic 'W)n — — Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Wright - -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12 Right E:%Wrightsoft HVAC\Wynne Corp\WYN N ECAR LETON PER F61. rrp Calc=MJB Orientation=E Page 1 r- -Z- Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 ki I /AL.0 11+01 41-301 401-0;) 1 VUU I UUU Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-SuiteO Universal 7.1.16 RSU05864 2010-May-05 20:35:12 Page 2 EAWrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 411� wrigh,tsoft, Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com Job: Date: APRII-28,20110 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/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft' 60.0 ft2 Ty Construction U-value Or HTIVI Area (ft') Load Area (ft2) Load number (Btuh/fV-'F) (Bt ft.) or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool G ross N/P/S Heat Cool 6 T--G 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W. 12C-Osw 0.091 e 2.55 2.18 148 107 273 234 48 27 69 59 2 � 1A-r1ob 1.080 e 30.24 26.27 20 18 605 525 0 0 0 0 I'l D 11jo 0.600 e 16.8D 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 L-G IA-rl.. 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 W 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 i A-rl omd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 i D-c2ow 0.670 w 15.96 59.58 30 2 479 1788 0 0 0 0 R 12B-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L--D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16B-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 loss/gain 15025 13201 921 592 12 a) I nfiltration 2920 800 107 29 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less extemal 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 11531 708 Air required (cfm) 1000 1000 1 56 33 Printout certified by ACCA to meet all reguirements of Manual J 8th Ed. Right -Suite@ Universal 7.1.16 RSU05B64 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = IVIJB Orientation = E Page 1 I + wrigh'tSaft, Right-J@ Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com Job: Date: APRII-28,2010 By: PATRICIA ZIMMERMAN 1 Room name GIRT RIVI/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 ft2 45.5 ft2 Ty Construction U-value Or HTIVI Area (ft� Load Area (ft2) Load number (Btuh/ff-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool G ross N/P/S Heat Cool 6 W. L-G 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 IA-rl ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W 12C-Osw 0.091 e 2.55 2.18 0 0 0 0 0 0 0 0 A-rl ob 111jo 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 1 0.600 e 16.80 17.40 0 0 0 0 0 0 0 0 VL-G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 52 52 132 114 1A-r1onn 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 W 12C-Osw 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 -Ei1A-r1omd 1.270 w 35.56 26.39 '149 39 1387 1029 0 0 0 0 1 D-c2ovv 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 R L--D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 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-1 gal 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 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 116 32 b) Room ventilation 0 01 0, 0 13 1 nternal 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 S ubtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 76081 70961 9211 18614 Air required (cfm) 373 326 1 1 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ��gqgvamtt.-s-..Tit- Right-SuiteS Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\VVYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 Lj.' 1 11 Wrightsoft- Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofs1c.com Job: Date: APRIL 28,2010 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN IVIS 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 ft2 1 52.5 ft2 Ty Construction U-value Or HTIA Area (ft) Load Area (ft2) Load number (Btuh/ft2_ 'F) (Btuh1ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool G ross N/PIS Heat Cool Gross N/P/S Heat Cool 6 T__G 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.55 2.18 0 0 0 0 0 0 0 0 T�G 1A-r1ob 1.080 e 30.24 26.27 0 0 0 0 0 0 0 0 1 D 11.10 0.600 e 16.80 17.40 0 0 0 0 0 0 0 0 W. L-G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 1A-rl.m 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 Ll 1A_r1omd 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 R L--D 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 150 150 134 252 53 53 47 88 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 6 c) A ED 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 Internal 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 S ubtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load 395 3487 1011 577 Air required (cfm) 19 160 50 27 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 E:\Wrights oft H VAC\Wynne C orp\WYN N ECAR LETON PER F6 1. rrp Calc=MJB Orientation=E Page 3 f + wrigh'tsoft, Right-J@ Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfort controlofs Ic. corn Job: Date: APRIL28,2010 By: PATRICIA ZIMMERMAN 1 Room name IVIS CLOSET IVIS BDRIVI 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 it heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 18.0 ft 5 Room area 70.0 ft2 252. 0 ft' Ty Construction U-value 0 r HTIVI Area (ft) Load Area (ft2) Load number (Btuh/ftk'F) (Bt /w) or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, L-G 112C-0sw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 IA-rl.b 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W. 12C-Osw 0.091 - e 2.55 2.18 0 0 0 0 0 0 0 0 L-G 1A-r1ob 1.080 e 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11jo 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 T-G 1 2C-Osw 0.091 s 2.55 2.18 0 0 0 0 153 153 390 334 1A-r1orn 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 w 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 119 89 227 194 Ej A-r1omd 11 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 R L-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 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 70 0 0 0 252 40 1502 0 6 c) AED excursion 0 1158 __ Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 2G4 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 S ubtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 157 4186 5360 Air required (cfm) 4 7 205 247 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 E:\Wrightsoft HVAC\Wynne Corp\WYNN ECARLETON PER F61. rrp Calc = MJ8 Orientation = E Page 4 Right-JO 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: APRIL28,2010 By: PATRICIA ZIMMERMAN I Room name HALL BATH 2 Exposed wall 0 ft 5. 0 ft 3 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 ft2 Ty Construction U-value Or HTIVI Area fft� Load Area (ftj Load number (BtuhM22F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool G ross N/PIS Heat Cool Gross N/P/S Heat Cool 6 W, L-G 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 1A.r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W. 12C-Osw 0.091 e 2.55 2.18 0 0 0 0 0 0 0 0 2 � 1A-r1ob 1.080 e 30.24 26.27 0 0 0 0 0 0 0 0 1"I D 11jo 0,600 e 16.80 17.40 0 0 0 0 0 0 0 0 t-G 1 2C-Qsw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1onn 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 w 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 Ij1A_r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 I D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 R 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 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 18 0 0 0 45 5 190 0 6 c) AED excursion 0 -1 Envelope lossigain 16 29 332 162 12 a) I nfiltration 0 0 89 24 b) Room ventilation a 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 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 Total room load 121 250 Air required (cfm) 1 2 26 12 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 E:\Wrightsoft HVAC\Wynne Corp\WYN N ECAR LETON PER F61. rrp Calc=MJS Orientation=E Page 5 Wrightsoft, Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTIVIORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL28,2010 By: PATRICIA ZIMMERMAN 1 Room name BDRIVI 2 MASTERLAV 2 Exposed wall 32.5 ft 8. 0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 12.5 x 15.5 ft 7.0 x 8.0 ft 5 Room area 193.8 ft2 56.0 ft2 Ty Construction U-value Or HTIVI Area (W) Load Area (ft2) Load number (Btuh/ftk'F) (Bt lft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) H eat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 W, L-G 12C-Osw 0.091 n 2.55 2.18 124 124 316 271 0 0 0 0 1A-rl.b 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 e 2.55 2.18 100 80 204 175 0 0 0 0 Ef-. A-rl ob ilio 1.080 e 30.24 26.27 20 18 605 525 0 0 0 0 0.600 e 16.80 17.40 0 0 0 0 0 0 0 0 VAE-G 12C-Osw 0.091 s 2.55 2.18 36 36 92 79 0 0 0 0 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W W 13A-5ocs 12C-Osw 0.125 0.091 s w 3.50 2.55 2.22 2.18 0 0 0 0 0 0 0 64 64 224 142 G LG IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 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. L-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 194 194 174 326 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 194 33 1236 0 56 8 304 0 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 Appliances @ 1200 0 01 0 1 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 15, Subtotal Duct loads 3203 1578 747 297 12% 14% 391 221 24% 34% 178 101 Total room load 1 35941 17991 I I 9251 3PS Air required (cfm) 176 83 1 1 45 is Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite@ Universal 7.1.16 RSUD5864 2010-May-05 20:35:12 EAWrghts�oft HVAC\Wynne CorpkWYNNECARLETONPERF61.rrp Calc = IVIJ8 Orientation = E Page 6 I TYPE OF SURVEY. -I BOUNDARY I PLOT PLAN I U/C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1-24-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 14219 ISLA FLORES 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAY� SHOWN HEREON. OF ST. LUCIE COUNTY, FLORIDA. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LWL. -,z LOCATED UNLESS OTHERWISE SHOWN. fn 3. THIS SITE LIES WITHIN FLOOD ZONE "X', ACCORDING TO 11 THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 4.1 12111CO066 F, EFFECTIVE DATE JUNE 30, 1999. 8'� 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE 15 CENTERLINE OF ISLA FLORES HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 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. PERMIT #: 1008-0004 20' PAVED ROAD ISLA FLORES N90000 9 00"W 52.09' SITE BENCKMARK ELEVATION= 24.15 ASSUMED 16.3. 6.1, WEi5.28' 0 4-: 11.1' z I= 3.1' En r, AVERAGE TOP z W P OF FORMS— 5 0' Ln 13.o' ELEVATION=2 .93' ABOVE ESSE1 N OF PAVEMENT z 20.05* 2 0' 0 N L PA C 4 PATIO 0 0 2 0. 0 5' Id 14.04'1 0 C5 0 Lcod A C3 LL C.71 00 1111:9 LL OD S89*54'01 "W 52.03'0 .rq 14219 ISLA FLORES SCALE: 1"=30' ALEXANDER J. PIAZZA PSK INC. DATE: 1-24-11 Surveying - Mopping - Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO . : Phone: (772) 340-7770 11-1004 *LEBf7280 Fax: (772) 340-2250 DATE: IREVISIONS: LAST FIELD DATE: 1-24-11 CERTIFIED TO: .......... WYNNE BUILDIPIG,CORPORATION, j'- hereby-;ertity that fhi,gurvey shown hiareon is true and correct and is based on actual meascurerr—wnts taken in the field. TFis 0rvey,7"% �-. h Minimm.,TC-hnical Standards of Chapter 6'IG117 Fl -0�imstrafl-ve�- d ve-1 ro e 4 AL&AND)X J. Professional Surveyor & Mapper Florida Certificate No.: 6330