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Home My WebLink AboutSUBMITTED PAPERSDATE FILED PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: � ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �E.Cp . St. Lucie County Building and Zoning �� 2300 Virginia Avenue 1 SCANNED Ft. Pierce, FL34982-5652 BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJEC ORMATION 1. LOCATION/SITE ADDRESS: \��Au ��►—� Spanish es 2. PROJECT NAME:_ _F a i r W a v G SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DES CRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 .5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: �� X 1.5 ' 10 11. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) n t. _ _\ - 1 -.11 % % n _ SETBACKS (ACTUAL) FRONT: %C91 BACK: I-G ' RIGHT SIDE: 4` 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) DO NEW CONSTRUCTION [ ] EXPANSION/ADDITION [X] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same LEFT SIDE: "\ [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 14. SQ. FT OF CONSTRUCTION: _ on J 15. SF. FT lst FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is Woo or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 c F TION Wynne e �, y ADDRESS: S. US1, . Suite 402 "l ZIP: 34952 33� � CITY: Port St. Lucie 11G� STATE: F L PHONE (DAYTIME): g 2) 8 7 8 - 5 513 _ Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): C—) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESS NAME: Wynne Develo ment Cor oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1, Suite 402 CITY. Port St. Lucie STATE: FL gyp: 34952 PHONE (DAYTIME): 7 2 8 7 8- 5 51 3_ FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER. Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP. 44996 PHONE (DAYTIME): (, 7 7 a 2 8 7- A 2 5 8 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP. MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP' IlVIpORTANT NO'1TC:.:';%i?e:l 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. CVRTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: certify that all the foregoing information is accurate d th work will be done in c pliance with all applicable laws regul ting construction a o OWNER OR C►ONT•R SIGN�AT . T. C►Ol*1T•RA°C7COrSSIGl�i�' STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this day of h 20 me this day of 1 �Z E7H�Si-,201/ , by Matthew Lyle Wynne by Matthew Lyle Wynn, who is personally known ✓ or has produced who is personally known #-�or has produced as identification. as identification. Signature of Notar i Signature of Not DOROTHY ANN HAFNER "{1V 111P DOROTHY ANN HAFNER �P{ Y Aga( �i� COIIlIIIISS1oII NO. 2 . « Nota(@ab)ic - State of Florida Commission No. o Notary tWi* State of Florida T. My Comm. Expires Oct 2, 2012 « . • My Comm. Expires Oct 2, 2012 '• Commission # DD 827096 iNl9f p= Commission # DD 827096 9lOF P�°� °,OF :°`� Bonded Through National Notary Assn. Bonded Through National Notary Assn. NOTE: TWO (2) S R E U D. EACH SIGNATURE MUST BE NOTARIZED. IF IT R 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 Bt REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY 3p #: SECTION 6 TOWNSHIP 34 RANGE an MAP N0. ZONING LI '�) LAND USE LOT CVG % TAZ NO, FLOOD ZONE X FIRM MAP # I� �' 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER �;! �I SEWER. r� nvi / t i SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT ABLE RADON PERMIT CODE 1`� FEE FEE N) LIBRARY. C BLD !RA UBIC BLD PARKS IMPACT TFEE IMPACT IMPACT FEE FEE FEE p ' v ALL", GENERAL SCHOOL R . CREDIT YK0 N 'LAW,� ENF IMPACT ACT '; ACT FEE FEE FIREMMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQU�D FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF' NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVEll COUNTER VIEW REVIEW REVIEW REVIEW REVIEW REVIEW DAM RECEIVED ,ZONING I / I _ �- 3v ll DATE COMPLETED INITIALS :, 26-JAN-2012 05:03 FRON:SOUTH COAST VA1104/1a11 12:40 1124b:64 `;- j f PERMIT *: LUN-- BUILDER,/COCTOR: PEST CONTROL CONTRACF REST CONTROL LICENSE * We, the undersigned, hereby subterranean termites in a= Square W tf area PyerCEritve of salt"bn: Date of Treatment; i=oCt3i�g 7723446042 TO:4626443 P.1/1 SLC YNSPECTJOK!S PAGE 01/02 1' COUNTY�ST. LUCK Virp Ave Fort Piero, FL 34982 462-2172 Fax 772-462-f TIE OF TERMITE 1ROA7MBN'T RUCTION SOIL TRF.A[NJENT ADDRESS: I that we have pretreated tha abovt with the standamds Of the National _ Chemlmis usul: I. Total gatldris used , Time ofTreatrmnt V -,Slab le Tieetnient�5- ,,Re -Treat Urhlevva�y . � a Treament Re -Treat �rimetei° 1 Other �e Treatment j Re.;Tmat ' Signature Mate: Thememustb0 a mmprt Wfam�b far mpdn rMu#vd awma7t arr84 ,s/ee tb be pad ray by the Ar rnr a, dim of each #LVm NW ar dL' sd" fee dWyed. is samba pkd tb r�aeii� dr.�tr pmw thga owfor Mepawn 6ep caftute~pvrn ft thePmAxta dtated, drmlol&0 d, percent=10 yva li►+xt. �Mes>�lJd>r� ba avrdpr>brbo Berl bum e� pb mw farpv n ofA"mim 4 d mmt C&tffamw as am* rogv'ra r4 rb w ow awMw a7vyArd A*WWofft apmOtatar, ffm+apdt1 Itf(arr and »nmberofPam ad, to bdlrferl shod krtermAV pry won fbr X9 A sodaVlOn. 6 JAN 2 7 2012 Pubiic Wor spectfDil 5t' ks Lucie County FL wt and t!w ftm mwtbo w MAO #Npw im w#11W and m4rdmUm ewas7Wra%Ua nt'j0h%1L" puff board omicme btaabnerrtl9 cwptw, br"hp p Ahz 7?m nwbwft to df tt bwsW b aefn aria xab dh b mvfiram Almd of Fs used, flml odslar 60&07t st1sA' St Lucia COW* "qubw for the final inspection fbr 00, a "#&n! mickm to be placard on 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 Rehiase Date: Permit Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRIC�, LPOWER TO THE ABOVE DESCRIBED PROPERTY FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUI-.ST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by con itruction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated l% crein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing have been fulfilled and the pre anise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the) 'wilding Official stating the reason for the request. power may be removed front the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to 1; Ft the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUI JE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRAM SACTION, INCLUDING ANY DAMAGE WHICH MAX BE INCURRED DUE TO THE DISCONIk ECTION OF ELECTRICAL POWIR IN TIDE EVENT OF VIOLATION OF THIS AGRZEEMENT. 010 012 DUNKEbBERGER engineering & testing, inc. Soil L- Insity Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14126 Cisne Circle Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1112-0223 Date Tested: 1/17/2012 Client Name: Wynne Building Corporation Technician Initials: FR 8000 South US 1 #402 Report Date: 1/17/2012 Port St. Lucie FL- 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Maximum Dry Density (pcfl Optimum Moisture (%) Dry Density (pcf) Cone Resistance) (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 112 13 111.9 --- 9.0 95 99.9 Pass 2 12 112 13 112.1 --- 7.6 95 100 Pass 3 12 112 13 110.9 --- 8.4 95 99.0 Pass Type of Field Density Test: r--ASTM D 1556 r ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: P-1 AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 20463 Daily Standard Count: Density: 2067 Moisture: 662 rx 1....:.._..Nor.�..:> , Soil Type i L'_,........:_.:.�._.. :Elevation M r i ;,Test T,ocatlon 14126 Cisne Circle, Structural Filly nt 1 1 0-12 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) e,z 1 — o Elevation/Depth Referenced to: (y Soil�Type.- , 4 . 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r- M SL W Other: Inches below top of footing or slab subgrade cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) _ , " , I /-- o ,_ David T. Yo stro Senior Proje anal JAN 1 7 2012 r . . . . . . r, Yiaoyan Zheng, P.E:, PhD FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordan wi Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extrkcWffom or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. I Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer. 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 Report PR 35 JOSEPH E. SMITH, CLERK OF THF,OT.RCUIT COURT — SAINT LUCIE COUNTY FILE # 3658081 OR BOOK 3349, iGE 91, Recorded 12/20/2011 at 10:34 Apreg RECORDINO•REWRN TO: PERMIT NUMBER: '11ds Sn11Y.1 i.' narcd by nrord4 , hdo _.J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made IQ certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (legal description and street address) TAX FOLIO NUMBER:.1 3 0 6 —1 1.1 — 0 0 01 —(q 0 0 SUBDMSIONtd1 rWAysBLOCK TRACT LOT BLDG UNIT \N_5-.\11(o r-'-st-0 6/7 34 39 all that part lying northeast of 95 2.GENERALDESCRD'TIONOFIMPROVEMENT: single family residence 3.OWNER INFORMATION: • a.Name b.Address 8000 S USl, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4. CONTRA CTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402 PSL FL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER 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 Statutes: Tom Lee Spanish Lakes Blvd. Ft. Pierce, F NAME, ADDRESS AND PHONE NUMBER: L. B. 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 dale is I year from the date of recording unless a different date is specified) ;20_. -----'--'- 201- 0590 Matthew Lyle Wynne Vice —President Signalurt of Owner or J'r Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of St. T.tirie' �. EYn ,6 E/C .20 The foregoing instrument was acknowledged before me this 19 day of y By Matthew Lyle Wynne ,as VIc..E �itESiD�nrt (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact) FO,Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known or p duced ft fQlloVin&t :ANN II 'N()�gs DOROHAMERNotary Pue of Florida1.My CommOct 2. 2012 eCommisO 827096(Printed Name ofNotary Public) (Signatureo[ taryPublic) t`i' !' o;� `�- Bonded T!rolNotaryAssn. Under penalties of perjury. I declare that I have read the foregoing and at the facts in it are we to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(S) of (s) or Owner(s)' Authoriz Officer/Director/Partner/Manager who signed above: B . By Ro 01n0rra01(a1mrdin9) STATE OF FLORIDA ST LUCIE COUNTY THIS ISTOGFRTIFYTHATTHISISA -TRUE AND CORRECTCOPYOFTHE ORIGINAL. By WYNI-_-,'BUILDING CORPORATIOK_, 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie December 30, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14126 Cisne Permit # 1112-0223 To Whom It May Concern: Prestige Building Division Miami In regards to the above property, the mobile home that was located on the lot burned down in 2011. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: Aril 11, 2012 Re: 1112-0223 Lot/Block: Address: 14126 Cisne Circle Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" JFiberglass Blankets Manufacturer: Owens Corning JRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: JRock Wool Manufacturer:_ , �' Polyurethane Density: _' Spray -on Cellulose R-Value: ,v Other 4. Garage partition walls of A/C living area have been insulated with: v��p° ,��t` Rock Wool Blankets Thickness in inches: 9 1/2" _ 4 `�c r X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Valuer R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor 26-MAR-2012 —17 FROM:SOUTH COAST rill V-01 f. Lz; 40 ffz"040444 77c 50,42 TO: Amkmmw"-- ON. N IUNS P.1/1 PAGE 01/81 Fort PkWc% FL 34982 BYO 77z-4o2-un nw"2-m TE OF TERMITE 4! rI,TM E RUCTION SOIL TR ENT PERMIT n�L5508 ADDRESS: /4-if —&�/ BUILDER/CONTRAUOR: i PEST CONTROL CONTRAMR., —55; ZW 62 PEST CONTROL LICENSE 11p;— We#, the unoer6gr&dt hereby =W that m ha" prdremW ft obby . a don3lbed co ;I . subtermitesmn terms In e=rdahm the slzridards of the NWdo I pes�C�101 Square W N arm tvaW: emloals t1mw: II l Percwfte of solution: ToW m galkus 4' Daw Of Treatment 124— -nme of "d —ftting ---10 TOatfient ,.._i*Tmotrnant K&-TreUt/-),, Re -Treat --$lob _--POOLs - —Perfonets !04 19nal A .. . Me: 7fte mu* tvs Ar 9M* MWkW &WWRY9 WAN to jb bu ~ U y4m .0 hmvdw ii Gf as,* hwr4kn or ew see ft 01*191" at am , rBclo4*&o Cam"b9ft oaf ftox*Wp*WWw A*pAp"Wim" of Amft -malt" pvAyed to /come dwAs*1 ng"t offtwoft as wd mqr* pm mw " owtw the Pawn ffm PmAthr &X"d to ow&mmw iwt m Aft sW p v w * t 6 e & a &. & a w d bb m b w of do aAmi mi c r, m w oi 04 6t m A m/ w 4 -K- inn Wo -0 MAW pmwmn1hw4f9mmmg St Lucie Ccmmv requires fbr final Inspection thr CO. a ft k,1,Mt= a* &W ft firm I ftspodAw w& W n for ttwwftm vr&*mftvw W&W tftbwtfta* PVWV bmn� 7M of 0�rsdi't tg to bar plated on AR 27 2012 st. 29-APR-2012 03:49 FROM:SOUTH rWST GAi P141 4U1L ,&.4-.940 f (A4; 14j C41•: PERMIT *: Il a ~ &� BUILDEWCONTRACTOR: PEST CONTROL CONTRA PEST CONTROL LICENSE We, the undersigned, hereby subttunean twn tes in am Square feet if area twted: PercenNge of solution: DOW of Tmabmnt: Footing Ti atpimt Treatment wee -Treat �. Re -Treat 7723446042 !DI.0 t 41Ava Poet Pkff4*, FL 34902 772-442-2172 Fax "2-467 TE OF TERMITE WCUOM SOIL TR JOB ADDRESS: that we have preovsb d Ow wM the standards of the N i i -w-- Chemlc* used: Total gallam um 'Mne of Treahm ---Slab —19 -,Re Rt -Perimeter i ' S�rrattttra >h� mast �e a cenpk�d ', ts� mod, r�#,r,d a�ornm arnr-0 rr�a.ze r, a� r�r�,.r�►a►►r arm sheA'bd�rns m n ae dash n ��t9 s a�+tFar�pe� the v�'mR6r,�usd Ov ao►bar�a0►,�ra�l� c&wtz*J0WAmwbLieprq j yefll ter,dh71�Br�G ietaVo pe►►►tmrusrrfrra4(dna►nrrrrrEa'd�ga► road, pmtKUw&. ifnhem#dxr ;zVdayr�r ad�rterm�r,a►errar�E ; qutr� for thc; Nfnal inspection for co a porn T.n'4626443 P.1/1 1U PAGE 01101 ;3 eA, MENT 4EHT dmObed n br Pest Control Assodatfam �,V ftt APR 02012 .,` Works 1;nty, FL :/D 4 �'�►tl�rbrm mt+ath� w� e�'ac� d�vxttn � fa�'.iad m re,r,, is �+b�A1£� Tls 71�pnerf� to afar ova6p)8% bmft arse • db nr�a►d d' '�u�o►, l�i►e�i�ridtatb�►�tsh� , Stildarr to be;plmd an No. DESCRIPTION -2- LOCAL DESIGN CRITERIA (Tat`'-301.2(1) unless noted otherwise) Floor live load (Table R301, 5) �{ 5 Roof live load (Table R301.6) 3 '7 Ground snow load Al 1� DUILUIIVh rt_RNNING (Chapter3) Weathering area _ 4l L L �� r /I G Frost line depth psf Termite area !lf %� A 4-- y = psf Decay area if* psf Winter design temperature �' 2 Basic wind speed % �tD mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable JR301.2.1.1) 1 / < S Seismic design category (SDC) (Figure R301. 2(2)J 'V I � SDC C&D provisions (R301.2.2) N �� O PLANNING REDUIREMENTS R3D3 throw h R305 Ice barrier underlayment required , t M Flood hazards 1`.11,4 EXTERIOR WALL LOCATION (R302) IV 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- iections (R302.1, Table R302.1) RO M ceiling 'n' ceilin tlirs' li ht --------------- -- Natural ventilafian" re Use ft2 Width Living 120 7`-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" 7'-0" 5'—W 8% floor area 4% floor area Bathroom N A N A 7_p" 5'-0"t 3 square feet iV2 square feet . See Sections R303.1 & R303.3 for mechanical venfilatian and artificial light, t 6'4' min. over plumbing fixtures. Required heating (R303.8) SANIT}TION (R306 and R307) Water closet Lavatory Tub orshower Kitchen area with sink Sanitary sewer (Chapter 30) /U//L Private disposal (Appendix 1) GLAZING (R308) % 1-51 Identification (R308.1) /i✓ Louvered windows orialousies (R306.2) 1 ny-oP Human impact Toa3s7fiazaT ous Ibcations— (R308.3/R308.4) 1U� Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 1.31s" solid, wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309,1.1, R309.1.2) Garage -dwelling separation; '/i"gypsum board on garage side, except Ste' Type X re- quired below habitable rooms (R309.2) -3- - v Floor surface noncombustible; sloped floor (R309.3) /✓ �l� Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) P 114 Window wells (R3t0.2) 1-('A Exit balconies (R311.2.1) Exit access or hallway ? 3' (R3fl.3) One exit from each dwelling unit (R31f.4.1) Ll _ Landings for doors (R31f.4.3) 0-144 Stairways; minimum width = TO"', maximum stair rise = 7 314; minimum tread =10" with nosing; minimum headroom = 6'8" (R311.5) /VIA Landings for stairways; minimum dimension 36" (R311.5.4) IV0P Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) ZJ_A Ramp landing, minimum 3' x 3' (R311.6.2) lP Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection (R311.2.2) Two-family rhup"ings: 1-hour fire -resistance Handrails; required or, side of stair, hand- . rating (R31 rail height = 34" to 38'-,- type I or Type II grip Supporting construction (R317.1.1) (R311.5, 6 - R311.5.6.3) Townhouse: 2 hour exception (R317.2) Stairway illumination (R303.6, R311.5.7) 1 �� - �f- ► "f Continuity (R317.2.1) Guards: required for porches, balconies, *ramps, open sides of stairs, or raised floor Townhouse parapet (R317.2.2) surfaces > 30" above floor; 34'-36" minimum Townhouse structural independence (R317.2.4) guard height (R312.1) Opening limitations (R312.2) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (13318) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) ,,,, ,,,) ✓ Proteclion required (fable R301.2(1J, R319.1, -------Tcn3i-v1� 14153 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) i/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) lf'3 Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Jam) -f Premises identification (R321.1) AC7Accessibte ILITY (R322) dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) N 0 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) IHazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) t/ Concrete, compressive strength (R402.2) Soil bearing value (R401.4, R403.1) Sill plate bolting in concrete/masonry ='/Z' di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from eorner, 7" embedment (R403. f.6, Table --------R�04�{-2" noting width (see page 5 ) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) /VM I/ ` 5 � Footings adjacent to slopes (R403.1.7) _ Frostprotected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (fables R404.1(1) and R404.1(2)j Footings in SDC .0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Masonry and concrete foundation walls j(R404.1, i, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height (Tables R404.1(1) - R403.1.4.2) R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- MINIMUM VVIIJ I H Uh CONCRETE OR MASONRY NorlNGS finches) - LOAD -BEARING VALUE DF SOII- I 2 000 i 3,00( ntional li ht-frame construction rms 12 i2 i2 F-2-Stor i5 12 P12 > 4 000 i2 12 3-stor 23 17 12 12 4-inch brick veneer aver light frame or 8-inch hallow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 0-Inch'solid or fully grouted masonry 1-stor 16 12 ( 12 12 2-storY 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa a. �^-Y,'. B^ ; iairtlufn-f¢81iag Wirilhi512 inrha" single1ylhe of solid or fully grouted 12-inch nominal concrete masonry units is permitled FOUNDATION WALLS (cont'd.) COLUMNS (R407�-----...---------------------... Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1-1(1) - R407.2) R404.1.1(5)] Structural' requirements (R407.3) Minimum nominal, wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(I R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R40B) to sB 2 SIII plate size ( R404.3 ) Ventilation (R408,1 and R40 . ) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405,1) Dampproofing if basements are below grade" (R406.1) Waterproofing if high water table* (R406.2) Unvented crawl space (R408.3) '�� ►� 1 Access (R408.4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing or ml t c - masonry or concrete) and lapped joists (3") Species and grade (k502,1) (R502.6, R502.6.1) Joists — Sleeping areas, LL = 30 psf _Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7.1) Joists — Nonsleepping areas, LL = 40 psf Drilling and notching (R502.8) (table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and _Fastening (R502.9) R502.3.3(2)] . Girder spans and header spans for exterior bearing walls [Table FR502.5(1)] Girder spans and headers ppans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- Framing of openings (R502.10) Wood trusses (k502.11) Draftstopping (R502.12) Allowable span (Table R;�nl 1) End joints (R503,1.1) V J CCL rL-ULP % i , ., -- '. -- Cold -Formed --r'° applicability limits; in -line framing (R50 WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505,2) Grade (R503.2.1) -r Material (R505.2.1) Thickness (R503.2.1J Identification (R505.2,2) Allowable spans [Tables R503.2,1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)j Fastening (R505.2.4) Installation (Table 60Z3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) AThickness (R503.3.2) Floor construction (R505.3) C?NXTE FLOORS (ON GROUND) (11506) // Thickness: 3112" minimum; Concrete strength _.,-(R506.1) 111b LdJ1O11U11 [ 1131rG 1+vvc 1 W — V fill = 8"; maximum sand or gravel fill = 24q TREATED -WOOD FLOORS (ON GROUND) (R504) / �(R506,2.1) Base course: 4" thick with maximum 3/4" Base course: 4" graded with 2" maximum gravel or'/Z' crushed stone (R504.2.1) (/ /aggregate (R506.2.2) Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENEfRA/L601) _sign (R601.2) Component and cladding wind loads [Table C'�a1.2(2)] Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602,3(1) and R602.3(2)j Fireblocking (R602.8) Cripple walls (R602.9) P Wall bracing method (R602.10.1 and / R602.10.3) J Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) 0- SDC D (R602,10.9, R602.10.11 and R602.If) STEEL WALL FRAMING (R603) _ -A z�- Stud rad R602 — • -9 e-(. )._...------_-.-...--...--------------G>;nera I-(R6 031- �''� Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) Interior load -bearing walls (R602.4) Identification (R603.2.2) ri f'f Interior or nonbearing walls: 2" x 3" at 24" O.G. Corrosion protection R603.2.3) or 2" x 4" flat at 16" o.c. (R602.5) Fastening (R603.2.4) Drilling and notching — studs (R602.6) Wall construction (R603.3) Drilling and notching —top plate (R602.6.1) _ Headers (R603.6) 4/ f ,"4 Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 _ Structural sheathing (R603.7) I5.1 JI I Gf1 I I a vv y,-, w i v,.., / Wood structural panels ' 74) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) ,A- �� SDC C and D (R606.12) Unit masonry (R607) A/ 0- Multiple wythe masonry (R608) i/ Grouted masonry (R609) N� Glass unit masonry (R610) IN6ULAI INU UUrvLII•"1" 1 �,• �� CONSTRUCTION (R611) _ General desig i11.1 and R611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION b v/4- Design basis (R13iZ f) WINDOWS & DOORS (R613) 0" General; window silts; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) f Wood shakes and shingles (R703.5) Plaster material(R702.2) �4 Extenorplaster -. ------------ -- - ---- Stone &masonry veneer (R703.7 &Figure f faster support (R702.2.1) faster r R703.7); Steel angle lintels-4" minimum bear board material (R702.3.1) ing each and (R703.7.3) wire or#22 U.S. ` ►� ' Gypsum board support, application and fas-� Veneer ties: #9 U.S, gage tening .(R702.3.2 - R702.3.8) gage by'1," corrugated 67 square Feet Ius mum horizontal spacing, Ceramic tile (R702.4) maximum area supported (wind } 30 psf and 5DC C or D, maximum area = 2 square feel) .( other finishes (R702.5 and R702.6J (R703.7.4.1) - EXTERIOR WALL COVERING (R703) A/ 7A Flashing (R703.7.5 andR703.8) Water -resistive barrier (R703.2) �j&- Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cernent siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1: Framing details (R802.'- ,.I IV fly Rafter tie W o.c.) (R802.3.1) /A Collar ties (4' o.c., in upper third of attic) (Rau.3.1) / / Lateral support and bridging (R802.8) w rr Framing of openings (R802.9) Wood trusses (R602. L.A. � "oaf tie -down (R802.' I.9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] With attic storage LL = 20psf Spacing r _ Species Grade Purlins (2" x 4" at 4' o.c. minimum) i�a7,•�.� 1 Span (Figure-px,.�,3.1 size Bearing (R802.• Ii e 4-f '� Cutting and notching (R802 x. 6 Engineered wood products (R802.1. 6 -7- RAFTERS [Tables R802.5.1(1) - STEEL ROOF FRAMIN( ' ;04) Ground snow load/LL = Zupsf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing irvSpecies Grade Span Size H,/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (13804.2.2) Corrosion protection (R804.2.3) i Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, G de ' Thickness ATTIC AC S (R807) Access requirements (807.1) �'�c TW allowable stresses/grading wable spans [Table R503.2.1.1(1)] 803.12 INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) j Installation (R803.2.3) ROOF ASSEMBLIES (Chapter 9) ROOF GL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) /'�/ Coping (R903.3) (P Roof drainage (R903.4) MATERIALS 13904) Compatibility; specifications; physical _.-charactedsfics; _identification _(R904_2 - R904, 4) - - REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) -4, Wood shingles (R905.7) Wood shakes (R905.8) /X--0- It -up roofs (R905.9) t Metal roof panels (R905.10) /' / %, Modified bitumen roofing (R905.11) �! Thermoset single -ply roofing (R905.12) A/ Thermoplastic single -ply roofing (R905.13) /�✓ f'� Sprayed polyurethane foam roofl (R905.i4) Liquid -applied coatings (R905.15) ROOF I. CATION (R906) General (R906.1) REROOFING (R907) Clay and concrete the (R905.3) Materials and methods (R907.i) Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (13907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D rein forcinglanchorage (R1001.3 and Spark arrestors 1, " U.9,1) Wall thickness; >_ 4- Ir21003.10) Flue lining - material/installation (R1003,11 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and Flue area (appliance) (R1003.14) R1001.6) fireplace) (R1003.15) Flue area (masonry P Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003,19) Fireplace clearance (R1001.11) curnney crickets (R1003 20) Mantel and trim (R1001.11) Flreblocking (R1001,12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003,9) FACTO RY=BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) JAI� • Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4J EXTERIOR AIR SUPPLY (111006) Intake size (R1006.2) ENERGY EFFICIENCY` (Chapter 11) C/ Compliance; material and equipment —/— (N1101.2, N1101.3) c/ Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems M M) 'See energy conservation plan review record MECHANICAL (Chapters 12-2311 j Appliance labeling (M1302, M1303) !^ f f Appliance access (M1305, M1401) /Pt � / AA pliance installation (Mi307) r/ Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) r Duct systems (Chapter 16) Combustion air (Chapter 17) N Chimney and vent location and terminations (Chapter 10 and Chapter 18) pecial fuel -burning equipment (Chapter 19) !�ZBoilerslwater 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) Application (G2401,1) ,-- General regulations (G Pipe sizing Piping matenaia j'G2414) Appliance rotation (G2406) f Air requirements (G2407) installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) /1' f' Water service location and depth (P2603, Piping installation (G2415 and G2419) 2 Piping support (G2418 and G2424) f Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riserdi- (P2603, P2604) agram (P3004, P3005, Chapter 31) f Piping support (Table P2605,1) �' Sumps and ejectors (P3007) !N �� Listed plastic materials (P2606) / Backwater valves (P3008) Plumbing fixtures (Chapter 27) r/L- Fixture traps (P3201) t/ N i'�- Penetrations of fire -resistance rated assem- Water heater size and location (Chapter ZB) blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) % NJ/ icing methods (Chapter37) Service equipment and locatio n E3501, c/ Required lighting and receptacle outlets 3506) (E3601, E3803) ervice size and load calculations (E3502) �r Devices and lighting fixtures (Chapter39) Available fault current (E3506) %" i Appliance installation (Chapter40) System grounding (E3507). IV Swimming pools (Chapter.41) --..--- —. Class 2 remote -control, signaling and power-lim- L Required branch clrcalts-(E36B3j-- — -- — ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) l ' Compliance with Appendix E verified �/j Provisions adopted (R102.5) c� , RADON CONTROL MEASURES (Appendix F) I—v4ljProvisions adopted (R102.5) /�// Compliance with Appendix F verified -10- Provisions adopted (R102.5) Compliance with Appendix G verified . PATIO COVERS (Appendix H) Provisio�g adopted (R102.5) Compliance with Appendi c`� verified r PRIVATE SEWAGE DISPOSAL (Andi adopted G BUILDINGS AND STRU(,-TURES (A�pendix J) ndix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- St'; _,,- icie County Building & ZoukL ' 2300 Virginia Ave .'r(pR1 Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne BuildinQ Corporation* will be using the following sub -contractors for the (Company/Individual Name) \� project located at \'\�i�� `"4=)yJzJ (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER'0009416 Plumbing Lind uist . Plumbinq Supply Co. 19150 CFC057672 H'VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2hFn7 Waternroofina, LLC CC('1329592 Gas PERMIT I I ISSUE DATE: NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (ifapplicable): have agreed to be the (Company Name/Individual Name) r rc: —1 6 sub -contractor for W-SL a (Type of Trade) (Pritnary Contractor) for the project located at (Project Street Address or Property Tax ID ##) It is understood that, if there is any change of status regarding our participation with The above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) SIGNATURE PRINT NAME DATE Business Name: �,�� C Zc c_7`d- r:!. -z'-'- L Address: 6 % 6C I. i� Gcs /Cy r-/I 5C City/State/Zip: / 1• 6Qi i z c F_ f! 7_9 L� Phone: % % 2 -26/— 7 , Z� ' email: OFFICE USE ONLY: PERMIT # ISSUE DATE �J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��ORIOP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) /—\ (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: City/State/Zip Phone: 3231 Oleander Ave. Fort Pierce, FL 34982 772-461-1969 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 FIR State of Florida Certification Number (If applicable): CAC n 7 4 3 7 9 cnmfort Control of St Lucie County. Inc._have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED rry Zimmerman '1 GN PRINT NAME DATE Business— Comfort Control of St. Lucie County, Inc. Address: 1 Sf11 Ri 1 t mnrP Street City/State/Zip: Port S Lucie, FT. - Phone: .-72) 7 A 5— 9 0 1 t7 email: OFFICE USE ONLY: PERMIT # ISSUE DATE Ck_$h ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofinq & Waterproof inq, LLC have agreed to be the (Company Name/Individual Name) Roofincr sub -contractor for Wynne Building Corp. (Type of Trade) /1\ (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED ,4,1 '), Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: 181 4 RW Ri 1 i-more St _ City/State/Zip: ggrt Sty P,Ir•ie, FT, 34984 Phone: (7 7 2) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LU.CIE 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:\A`-II(, #1306-111-nnnl-nnn/ni 6/7 34 39 all that part lying (Tax ID/L.egaldescription/Address) northeasterly of I-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 T,yl - WynnP Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS DAY OF '/� c�Yn �� , 20 BY' Matthew Lyle W)4nnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED aw, SIGNATURE O NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. Jo eallyt y �t�rAl TYPE OR PRINT NAME OF NOTARY (SEAL) """'•. DOROTHY ANN HAFNER vP�t`4+� Notary Public - State of Florida • My Comm. Expires Oct 2, 2012 Commission # DO 8270 �;96 N1* � °"O ��`� Bonded Through National Notary Assn. conTinienTiqlContinental Florida Materials Inc. 1727686 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 H E I D E L B9 M C E M E N T Group Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the "� �1 IiI1,14tV 'dU11u, � � 1�. f � i, n o�jl' All I1E N", All n' Vfl �1tlll11U11 I ^ (R p t KI {, I 1IIU�1 contact with eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his 3 l�UIl.{1 1:� i., cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the e� �� ` Z -� b 2 2 3 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of I'03R T I-r Y. iir E (1]: (J)N[,t f:' d I : 0..t-11 :l masonry units may result in the release of dust particles which, without the use of proper eye or the Purchaser/Purchaser's Agent and his acceptance of risk for any loss or damage. _S i b :3U1Y1 1 ! RLI}',b respiratory protection, could cause eye or nose I acknowledge that I have received and 1 lC., ti irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. ,5LS ` .rY- the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER YARDR M TR11CK / GALS OF WATER ADDED AnnFn - Initials of Purchaser/Purchasers Agent acknowledging addition of water at Purchaser/Purchasers Agent request. ARRIVAL TIME START POUR TIME _FINISH POUR TIME LEAVE JOB TIME .✓ s`_./ 10 9 8 7 6 5 4 3 S 1 ,J PURCHASER/ —nuA-- A-- PURCHASER/PURCHASER SAGENT P.O. NUMBER/ ORDERED BY ZONE JOB NUMBER SOLD TO ill_!(}p`i; ..�% I`r'a_{_,�� ;l' Lr�hI-t✓_. i. QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE f_r l.. +eL.„.y1 •itSe `t�J1 a .iS ratj4D Truck # Plant # Slump Due at Job Caloib6.9 t.1 I Air Entrain I 'Super Plas. TIMETICKETED DATE DELIVER TO A"rLe_C•� �,�.r•:'1�1 k.(?;_0-�— _. I..f9Y,.;"I Concrete Disposal: TICKET yds PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE L../�� ll}t_�� 1.•4 4}Yil'�.+ l�J FT nit t, E1 02 ?011 Use of Concrete SUBTOTAL Drivers Name TAX ❑ CONCRETE TESTED TOTAL fr Delivery Instructions t^.I ICT(1MFR 1. WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied). inClud y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine thematerial upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to inciderntai, indirect. consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE F�ENIEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages. including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5,b per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DEI�IVE_RY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any toss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to, be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products fisted on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.W fA TING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of1.50 per min. 12.ENV1134NMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATfON: Unless specially ordered, Continental concreto is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNIC&A ISTAN...C....E: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETAT...A: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MOY _D DIF.LCAT...ION_OF TER vMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to after or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but ail changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation; agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser. Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. conTinen . rulio. Continental Florida Materials Inc. 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 HEIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshl mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except rider the with eyes where possible and wash trucks condlons own power, and caper tS'l Itj� 3p f{J{f 11 liilli (�;� is{j IjJI 4 4'Ut II j)(p fj I{IJ U`jJl wit exposed skin areas mom tl with water. If an expose rmit opite hls permit the safe and proper o eration`of hiss cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ��a 2 ryt / ` jr i 2— 7 5 and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the , curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 0 RT I-' K I:—PCF d B ) C;ONE,I F--IT` N.-t= N particles which, without the use of proper eye or acceptance of risk for any loss or damage. �d T f k wit ,i,_t,� r itlt l.0 respiratory protection, could cause eye or nose 1 acknowledge that 1 have received and 1 -'` r `t"t irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 'Ir 1/°" the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO IZOOKI , ( NAI-,l CI=ii CRE I T-, QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED Truck # Plant # Slump Calcilimt �!t Air 6train Super Plas. PRODUCT CODE 2--,rr:3C .?� r Due at Job 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO Pii2rj t.; t: T'r)-E C I FiCA_I ' - PRODUCT DESCRIPTION DATE I TICKET Concrete Disposal: yds UNIT OF UNIT EXTENDED MEASURE PRICE PRICE I , f ki 0,r7 y" rIy S, - W TY H SAI,t-f!*£':y l-'04E.N F t.E6?' f' L)i_i . Use of Concrete Drivers Name O CONCRETE TESTED wt��aan �)cd-a1)`' SUBTOTAL TAX TOTAL Delivery Instructions C--- ;-: --- CUSTOMER 1 1. WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from detects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), includ..._, _..y.warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine thegatenal upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services, supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory,' special', delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this,agreement, breach, of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or, services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5%' per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment -collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the, opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivegof products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. ,t 8. DELAYS: Continental shall not be liable for any dMay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUAN. ]E..S:`This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of de!ivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery t;cket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE; All prices quoted are based on loads of not less than five yards. There will be a short load charge on each,delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WTTING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECLINICAL�SSIST}1NCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFE.TK D..,ATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or.vary any ;or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given•to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth'herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. canTinenTF Continental Florida Materials Inc. 1ll276 I• 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 HEID9}} LBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ), ''� ((11 concrete or grout may cause skin injury. Avoid 'contact with eyes where possible and wash from delivering concrete except under the truck's own power, and where site conditions y�IIp ��)11111 ��i111i I IN N11111��1 exposed skin areas promptly with water. If any permit the safe and proper operation of his ;- Cj } j " cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitteii to .2 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of r lyi I i' 1 i-.4 1 f j t; 9 i i ya "1, (;[ I t (,,I { masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his .ti,j'; particles which, without the use of proper eye or acceptance of risk for any loss or damage. ,1 cr 1 ✓� i:.l_ i e A 4 NOOK) K) respiratory protection, could cause eye or nose I acknowledge that I have received and ,Li (4. 1- 44 ''} ., i c rt irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's WATER YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY 1 i• �7� r<9:, :1 E SOLD TO U&EN IIl:�I..I_5 C>JI• CRIE.i'r' QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED 014 :10,r i�'l! I ./J��. @K11 Truck # Plant # .Slump .I CaIciumG 7 Air Entrain Super Plas. PRODUCT CODE Due at Job 10 Truck # Plant # .Slump .I CaIciumG 7 Air Entrain Super Plas. PRODUCT CODE Due at Job 10 9 8 7 6 5 4 3 S 1 PURCHASER/ Pi F PURCHASER'S AGENT Sri § i 1. •• 1.' S t ZONE JOB NUMBER TIMETICKETED DATE } TICKET DELIVER TO t `5zr'.c' CK!'Ji'ii:. [:ilk 1.17 —• l.tipy Concrete Disposal: PRODUCT DESCRIPTION UNIT OF MEASURE I-ISL-Si`- V10H.a.I..6 :`TE -►a i.:%a't LP. t:L, t`d.4i_Ir. Use of Concrete Drivers Name ❑ CONCRETE TESTED t RDEI-'1 - "':6 UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL yds Instructions .. r`I rcTnnnCQ 1. WARRANTY: The materials sold by Continental F.-- Materials inc. (hereinafter "Continental") are warranted f ear from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied). including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the n'SaCeriai u(Lon delivery and before installation to discover any' defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic tosses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other todiour conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 io per month. 4, GOLLECTiON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. Ml.jc CO_D..,E/L,.00ATlO.NS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERYIf CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the r order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and dhe same terms of payment. 9. gUANTITIE$: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10..M.LNI..MUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WA{TING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per mm. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECiFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM 0-90. Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance prov^ded to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MO6IFICATI6N OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental, These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede and/ and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement a� a order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the writtep � cow or purchase order, the terms herein shall prevail and be determinative. �� onTinenTi Continental Florida Materials Inc. 1727rodu 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 H E I Df L B E RG C E M E N T Group Tel: (954) 858-0780 CAUTIONI I 'Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his I „p �p ij Zi :r cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 2- 2 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT PIE.ri;F (B) CONCRETCH PLANT masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 3778 SEIAITZ ROAD particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that l have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 3 1 1 QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE &•��a 11.�� .. ti.iilu %f� 4�.1�I.:n �''_.'} �tG.�L-� ... Truck # Plant # Slump Due at Job i� Calcit0 Air ntrain Super Plas. 1 Concrete Disposal: yds PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE �.';aw�)�'i. €��,a � .�� ;0' 41 k�l-lV,cs I-! k I°G-0 • �I ,tr'14 t[:y .'SO. LDS ea FU L. Use of Concrete • Drivers Name ❑ CONCRETE TESTED � � >r�, 4•i's3 }s 1' SUBTOTAL TAX TOTAL Instructions CUSTOMER C� i. WARRANTY: The materials sold by Continental F...... Materials Inc. (hereinafter "Continental") are warranted fc ,,ar from the date of delivery to be free frod�� material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for anm y part,, purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the mtle�al upon delive and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirectt^ , consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUEDAM: Payment for all credit sales is due by the 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELLYERY SITE CQNQI71.ON5.: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. 'UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. _QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on leads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.EN..V......RON....MENTA...L QJ: ARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFiCATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL .A...SSI_STANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MQDIFJCATLQN..QETERMS_.: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or -otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersedA__n, and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or r•' the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference it to such written agreement L order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms z.itd/or provisions of the wrftt�N or purchase order, the terms herein shall prevail and be determinative. conTinEnT Continental Florida Materials Inc. �' 177842 2 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323, ■ Tel: (954) 858-0780 Crou rlEl It EyL1f�}BE �G�qg;, I Ea IEN110 CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the8 � IO 161 o im, U�P UVU,i, ��ubF� � } Ci t/n contact with eyes where possible and wash exposed skin areas promptly with water. If any cement mixtures get into eyes, rinse immediately and repeatedly with water and get prompt medical truck's own power, and where site conditions permit the safe and proper operation of his equipment. Drivers are not permitted to add water to the mix nor to go beyond the PILM] _ treatment. Sawing, or grinding of concrete masonry units may result in the release of dust particles which, without the use of proper eye or curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his acceptance of risk for any loss or damage. 1.-'464-' ";-_, h/a respiratory protection, could cause eye or nose i acknowledge that I have received and irritation. The Material Safety Data Sheets for the products sold by Continental Florida accepted the materials listed on this ticket I understAnd and agree to the terms on Curb line crossed -at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the frdnt and back of this ticket. Agent Initials of Purchaser/Purchaser's Agent acknowledging addition of water'at Purchaser/Purchaser's TOTAL WATER YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 3 S 1 PURCHASER) PURCHASER'S AGENT PURCHASER/PURCHASER SAGENT P.O. NUMBER/ ORDERED BY ZONE JOB NUMBER - - - TIMETICKETED DATE TICKET O, g .JfJ SOLDTO DELIVER TO- y F;43S Hr is MUX— F( V,1" Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION , UNIT OF UNIT EXTENDED THIS LOAD - ORDERED CODE MEASURE PRICE PRICE 'IVA V-11"A n f,J3Li 6DELIVERED .40. (1('i ,_.: �i'iG r� t;l10 j PS ( N7 ,.PE �ti�Y8, t'yYiH' H .0 'P FEB T5-2012- Truck If Plant # Slump Due at Job Use of Concrete St PLPW! Lucy SUBTOTAL Calcium '. Air Entrain Super Plas. Drivers Name .1GNLc-13 s COL TAX, L) CONCRETE TESTED TOTAL Delivery Instructions _ r%1 icTnhACM 1. WARRANTY: The materials sold by Continental i Materials Inc. (hereinafter "Continental") are warranted dear from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu u, a,, other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery' and before installation to discover any defects, latent or otherw se, and Continental will not be liable for and other damages including; but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this'agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full, . 2, EXCLUSIVE REMEDY; Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages,.or any attorney fees or costs: incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION_ COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE C....ONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental, may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs arid damages incurred, where adequate access for delivery cannot be obtained. 7, UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8, DELAY$: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unablo to complete delivery, of any part of an order; the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment, 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by -the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE:.AII prices quoted are based on loads of not less than five yards, There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVI(30NME�tTA CH/�RGE: A $5.00 per load environmental charge will be assessed. 13,SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery, 14.7E CHH.KAL_ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects; engineers or other technical experts. 15.SAFETY DAl_A: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 :M�DIFICATI}QN OF TERMS: No employee or agent of Continental has the authority, In the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. j . Co^tinontal Florida Materials In � can tRE�- 1736240 I i` 13450 W. Sunrise Blvd., Suite 430 I• t sunrise, FL 33323 Tell (954) 858-07BO HE1DELBERGCEMENTGroup � I CAUTION!!! Freshly mixed ce'men" mortar, concrete or groat may'c6use' skin -'injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the 6�� r+ contact with eies whe�'t possible and wash If any truck's own power, and where site conditions the safe and proper operation of his U14LtiIIIIIUi�pEV9t1�`!�r]��j 4 � �t.�� '( ' u exposed skin areas promtly with water. permit to i tt ✓r cement mixtures get mfo eyes, rinse immediatelys, equipment. Drivers are not permitted g } Li Po -xl1lz — Q 22 3 and repeatedly with water and get prompt medical' treatment. Sawing, or"drinding,of oonceete dust add water to the mix nor to go beyond the curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his �rt / masonry units may result in tare release of particles which; without the,use:of proper eye or acceptance of risk for any loss or damage. rLr L 4,r F j I{I;�;�.r respiralory•�protection, could cause eye dr noge I acknowledge that 1 have received and irritation. The Material Safety Data Sheets fdr accepted the materials listed on this ticket. 561- 4641 ` 74 4/1 the products sold by;.C'ontirlental Florfda I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER YARDS QN TRUCK / GALS'OF WATER ADDED ADDED Initials'of, Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's Agent request. ADDnrAr Tn,BF CTART P01IR TIME FINISH POUR TIME LEAVE JOB TIME 1 PURCHASERIPURCHASER S AGENT. P.O.NUMBEP/ORDERED BY SOLD TO RG(A,,N,Y HALLS QUANTITY QUANTITY QUANTITY .i PRODUCT THIS LOAD ORDERED DELIVi REDCODE fir.+r 0, Truck # Plant # Slump C21ClUin r' ' T NIT E,fltiel S(tPer Plas: Due at Job Y PURCHAS!�R/ g PURCHASER'S AGENT ZONE JOB NUMBER TIME TICkETED• ' u'.. DATE j + DELIVER TO Concrete Disposal: yds PRODUCT DESCRIPTION. UNIT OF UNIT EXTENDED MEASURE PRICE PRICE' ,t g LJYt� C M yy �F4_Iwi MA2 9 202 Use of Concrete E'''=` 4 On S St. L o=jt.B fOTAt'" v- FL Drivers Name TAk � a S Bl!!; T 't 4) •� C.� a ' � [`dl �Fa� 4� tl ❑ CONCRETE TESTED TOTAL _ _ / 1. WARRANTY: The materials sold by ConUi'^al. Fli Aatt ials Inc. (hereinafter "Continental") are warranted 1 delivery to be fre from defects In material. This warranty is exclusive and is in lieu of all other' rom the date of delive arranties (whether written, oral or imprred). rn�rr,ding any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will note greater than the purchase price of the materials supplied, the purchaser must examine the material upon delwery and before installation to discover any defects, latent or otherifise, and Continental will not be liable for and other damages including, but not limited to in( idrontai, indirect, consequential, special or delay damages. loss of profits, or any�ther damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until anylndebtedness to Continental is paid in full. 2, EXDLUS.I..VE_REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and!or are alleged to have caused purchaser to suffer personal Injury, loss of life, property, damage or economic tosses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to,�and shall not exceed the purchase price of the goods. materials, or services purchased from- Continental by purchaser arni purchaser agrees that Continental shall not be liable to purchaser for any other damages iticiuding, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory;, special, delay, punitive or any other damages, includingdamages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attome fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreemer•,�, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services sold by Continental. 3. DUE. DATE: Payment for all credit sales is due by the f Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 per month. 4. COLLECTION COSLIS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankrupts, and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, M1X CODE/LOCA%IONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continent may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an'or`der, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the deliveryticket must be noted on all copies of the delivery ticket signed by the Purchaser.' Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10. IM NIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call backi :without charge will be allowed on pours exceeding ten yards. MWAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTA....L_CHAB.CaE...: A $5,00 per load environmental charge will be assessed. 13.5PE IFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTrvi C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested,Cbntinental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNtCAt=6SSISTA.. r9QE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Contirental is.for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY'D_A..TA; The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16:M.O.,..DIE(ATION_O..F...1ERMS: No employee or agent of Continental has the authority, in the absence of an express writing; to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and r6 such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the COnlparly and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Confine standards but all changes must be approved by an Officer of the Company. _nY Divisions' terms may vary due to industry 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, .agrees to abide by these terms, regardless of any change in the legal+status of Purchaser, or until the term of this quotation expires. These terms contaitled'herein supersede any ano all terms previously given to Purchaser that conflict with the terms herein, I ' If, at the request of the Purchaser, Continental Fiorida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish Chatorials to or on behalf of the Purchaser for a specific project or job, afl..of the terms set forth herein shall be deemed,.to' be a partof and incorporated by reference into syrff written ayre3ement or purchase order notwithstanding any term or provisionan the written contract or purchase order to tfte contrary and, if there is a conflict with terms andPor provisions of ilia written contract or purchase order, the terms herein shall prevail and be determinative. MiTek° POWER TO PERFORM." RE: M10837 - Laurel Rear -Porch MiTek Industries, Inc. 6904 Parke, East Boulevard Site Information: Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: 18 Verde Vista Model: Laurell II Rear Porch- 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.T Wind Code: ASCE 1-05 Wind -Speed: 140 mph Floor Load: N/A psf. Roof Load: 37.0 psf This package includes 18 individual; dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31;.003, section 5 of the Florida.Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. _ Seal# JTruss Name I Date 1 IT3686543 JA 3/29/010 118 IT3686560 IKJ8 3/29/010 12 I T3686544 I A5 ' 13/29/010 I I I I I I I I I I I F1 LE I I I I 13 I T3686545 I A6 13/29/010 14 I T3686546 I A7 13/29/010 15 I T3686547 I A8 13/29/010 16 I T3686548 I A9 13/29/010 17 I T3686549 I G RA 13/29/010 18 I T3686550 I GRB. 13/29/010 19 I T3686551 I J 1 13/29/010 110 I TW86552 I J2 13/29/010 111 I T3686553 I J3 13/29/010 112 I T3686554 I J4 13/29/010 113 I T3686555 I.15 ' 13/29/010 114 I T3686556 I J6 13/29/010 115 I T3686557 I J7 1'3/29/010 116 I T3686558 I J8 13/29/010 117 I T3686559 I KJ7 13/29/010 The -truss drawings) 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. s :FL Cert. 6634 March 29,20.10 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686543 M10837 A COMMON 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 y1-D-0 6-7-13 12-4-03 i 17-0-0 i 21-7-3 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:45 2010 Page 1 27-4-3 340-0 35-0-D 1-0.0 F13 5-9-0 47-3 47-3 5-9-0 6-7-13 1-0-0 Scale = 1:59.4 45 M1120 = 4.00 12 6 19 2x3 M1120 I1 18 2x3 M1120 11 3x6 M1120 % 5 7 34 M1120 M1120 3x4 % � 4 8 3x4 M1120 3 9 m 1 2 10 11 u I� d 16 20 21 17 15 13 6 14 12 3x8 M1120 = — — 3x8 M112D = 2x3 M1120 11 4x6 M1120 3x8 M1120 = 3x8 M1120 = 4x6 M1120 2x3 M1120 11 i 13 i 12-4-13 i 21-7-3 27-4-3 i 340-0 _ - - - 6-7-13 5-9-0 9.2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz 2=154(LC 6) Max Uplift2=880(1-C 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=2844/1509, 9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=937/2064, 12-14=-1633/3154, 10-12=-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. ,�I/11111/1/j 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 ,,"t� PS A. 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. ..• Q ,•'\G E •• ,q •'. ``%� 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��.' �%i �i between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at joint+ 39 380 ''•. -. plate * 10. ' 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. y M fc. Z 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ; ; lAT E : 4/ LOAD CASE(S) Standard �iOi� �••�� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 O Q ; \�� i� 0 (� Uniform Loads (plo .�` �, ��S�O 11=-54, 2-20=-20, 20-21=-60, 10-21=-20 N A� E� Concentrated Loads (lb) Vert: 18=50(F) 19=-50(F) FL Cert. 6634 March 29,2010 AWARNIM-VerlfirdesigsrparanoetersandREWJV07ESONMSAMIM1,WED19MREFERENCBPAGE 161-7473rep, 10-VBBBFORSUS& Design valid for use only with Milek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillityof the Mewerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pow — PCProP'a- fabrication, quality 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 Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686544 M10837 A5 SPECIAL 12 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 10-6-4% i 17-0.0 20-4-8 i i1-Q 77--88-5 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:56:46 2010 Page 1 26-4-0 i 340-0 350.0 2%.5 ,J00.16-5-12 3-4-8 5.11-8 7-8-0 Scale = 1:61.3 4.0o 12 5x8M1120= 6 2x3 M1120 11 2x3 M1120 11 3x6 M1120 % 7 3x8 MI120� 2x3 M1120 z% 4 5 8 3x4 MI120 3 9 2 14 10 11 7x10 M1120 = 15 d 16 d 3x10 M1120 % 13 12 3x6 M1120 2.00 12 5x10 M1120 = 2x3 M1120 11 i 10.6.4 20-4-8 i 26-0.0 i 34.0-0 i 10-6-4 9.10.4 5-11-8 7-8-0 Plate Offsets MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a file BCDL 10.0 Code FBC2007/rPI2002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-101312184, 12-13=153112933, 10-12=-153112933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 9-12=0/252 NOTES 111111111/11 1) Unbalanced roof live loads have been considered for this design. ��, S A/�� 2) Wind: ASCE 7-05; 1, 40mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber �� P q�e DOL=1.33 plate grip DOL=1.33 •' C E N �� ` C) " S'�'' q/Ji 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��A�.•� \.� 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. /%i0 3938 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -.-- bearing surface. '= 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift atjoin 10. ;-s• ._ AT , E - 0 LOAD CASE(S) Standard O N AL -_ '. null► FL Cert. 6634 March 29,2010 ®WARNING-Verljt,design.amuneteesandRMDMOMS ON=SANDM LUD&DH/TEiCREPMM EPAGEM-7473m, 20•'08BRFOREUS9 �� 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 A Is for lateral support of Individual web members. only. Additional temporary bracing to Insure stability during construction 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 r.--•[peaR fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686545 M10837 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:48 2010 Page 1 8-11-11 15-0-0 140.0 20.4-8 i 26-4-0 + 34-0.0 3�� 11LVI -0.0 8-11-11 8-0.6 4-0.0 1-48 5-11-8 7-&0 1-0.0 Scale=1:62.6 4.00 12 5x10 M1120 % 5x6 M1120-- 5 6 2x3 M1120 '� 3x6 MI120 % 3x4 M1120 3x6 M1120 4 7 N 3 8 c>, N 2 14 9 10 N Ir 1 6x8 = 13 I �yj M1120 5 d 3x4 M1120= d 12 11 3x6 MII20zz� 3x10 MII20 = - M1120 = 2x3 M1120 11 2.00 FIT5x6 i 10-84 150-0 i 20-0-t3 26-4-0 i _ 34-0.0 i 10-6-4 4-5-12 5-4-8 5-11-8 7-8.0 Plate Offsets X Y : 2:0-4-4 Ede 5:0-5-0 0-2-0 9:0.&14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 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 FBC2007ITP12002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=130510-8-0, 9=1305/0-8-0 Max Horz 2=-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. TOP CHORD 2-4=5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. ,,I111 I 1 Illl1 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 % t� , , DOL=1.33 plate grip DOL=1.33 P`S A 44 `�� 3) Provide adequate drainage to prevent water ponding. � 0 C E Ns •• v , 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 fit ♦ O 9380 between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity ofZ bearing surface. =" 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint;, 9. AT E r .• LOADCASE(S) Standard I,Oi�• �� O�,•\=4%� NA1 11111 FL Cert. 6634 March 29,2010 ® WARNING - Ver#tj design paramei. and REW NOTES ON THISAND INMLVED 19=REFERENCEPAGE MJI.7473 rec, I0208 BEFORE USS Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and is for an individual building component. ��• Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral 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 wawcam •cwro•rc- fabrication, 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 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Type Qty Ply Laurel Rear Porch JTruss JJob T3686546 M10837 A7 SPECIAL 1 1 Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:49 2010 Page 1 11-0-D 8-11-9 13-0.0 i 21-0-0 26d-0 340-0 350.0 - 1-0.0 8-11-9 4-0.7 8-0.0 S40 7 Scale = 1:62.6 4x8 M1120 4x8 M1120 4.00 12 4 5 2x3 M1120 '� 3 3x4M1120:zz 6 4 11 N1 2 7 8 N n 7x8 M1120 d d 3x10 MI120 = 10 9 3x6 MI120 2.00 12 5x12 M1120 = 2x3 M1120 I I i 106-4 13.0-0 i 20A-8 26-4-0 340-0 i 10-6-4 2-512 7-4-8 511-8 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 'Except' TOP CHORD Structural woad sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz 2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. 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=-2409/1503, 6-7=3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-1 0=-1 601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-130912342, 4-1 0=-1 032/675, 5-1 0=1 16/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111 i ill 2) Wind:AS 0m h1(3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber n PCJ A. �,,' plate grip `Mott q4 3) Provide adequate drainage to prevent water ponding. 0 •''� C E N S •' 469 �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A� �, F�'•�!% �� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit •, between the bottom chord and any other members. 46 39 380 •- •:: - - 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of: * bearing surface. a •~ s r ,ram 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at joint—_7. SiATE LOAD CASE(S) Standard �0- ,�N .C` Q •: �� /rnl nllttt FL Cert. 6634 March 29,2010 A WARRING • V w4 i� design parameters and READ MMS ON IMSAM INCLUDED 51IT;a,KREFEW C8 PAGS MI.7473 rev, 10208 BBFOJW US& �� 6 Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameniers 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 a the responsibillity of the Mewerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rawcRm nRFaR.a- fabrication, 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 312, Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty, Ply Laurel Rear Porch T3686547 M10837 A8 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 �1-0-Q 6-11-9 i 11-0.0 1S&4 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:50 2010 Page 1 20-4-8 230-0 26-'I-3 340-0 35-0.Q 4-B•4 2-7-8 3.1-3 7-10-13 Scale = 1:62.6 5x6 MII20 = —_ 2x3 M1120 115x10 M1120 3x4 M1120 4.00 12 2x3 M1120 �' 4 5 6 7 . 2x3 M1120 �- 3 8 � TI u' 2 13 9 10 '° Illj d1 7x8 M1120 = � 3x10 M1120 = 12 11 34 M1120 2.00 12 5x12 M1120 = 3x4 M1120 = 10-6.4 20-4-8 230.0 i 34-0-0 i 10-6-4 9-10-4 2-7-8 11-0-0 Plate Offsets MY): : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=2687/1741, 7-8=2623/1654,8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=132412454, 9-11 =-1 64812750 WEBS 3-13=-357/484, 4-13=-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. {{11111� % �l �1I, 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 A' q 3) Provide adequate drainage to prevent water ponding. ♦♦♦� Q`•v,• C E 3 C�9 �'.•!%i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 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. .". 9380 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at joint= , ... s. M� • ry l`�AT E 411 LOAD CASE(S) Standard0. . M : � .C` /O AL E��'�• N ��'l,,, f i l l " FL Cert. 6634 March 29,2010 ® WARNING - VeHft design parnmefem and READ NOTES ON THISAND 1NC[,WRV IIV=R6FER=CE PAGii M1.74?8 m. 20-VS 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 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 F.W.R-PZp RK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 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 3361 D-4115 Job Truss Truss Type Oty Ply Laurel Rear Porch T3686548 M10837 A9 HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 9-0-0 to-B-ta zaa-o 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 29 10:56:512010 Page 1 zSo-o 34-0-0 3�o-a 1-0-0 9-0.0 5-8-14 5-7-2 4-B•0 9-0-0 1-0-0 Scale=1:60.3 7x10 M1118H 57 4.00 12 3x4 MI120= 24 M1120 II 7x10 M1118H 3 4 5 6 2 A c5 7 N 8 LO d1 Id 3x5 M1120 % 14 13 12 11 10 9 3x5 M1120 3x6 M1120 — 3x4 M1120 = 3x8 M1120 = 2X3 M1120 11 24 M1120 11 3x6 M1120 = TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 9-0-0 14-8-14 2D-4-0 z5-0-0 34-0-0 9-0-0 5-B-14 5-7-2 48-0 9-0-0 Plate Offsets MY): : 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz 2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=365(LC 6) Max Grav 2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1159/711, 3-4=491/387, 4-5=-382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11=-1362/875, 5-11=-293/254, 6-11 =-1 054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140 ph (3-second gust) TCDL=4 2psf BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 �' 3) Provide adequate drainage to prevent water ponding. �� Q •' E N •�,\ C s•'q�%i 4) All plates are MT20 plates unless otherwise indicated. ..�: �i 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'Z 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 fity .' 39380 •✓'>,. between the bottom chord and any other members. * 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2, 948 lb uplift at joint 11 and 365 lb uplift at joint 7. - ATE : LOAD CASE(S) Standard s 0:, • �4; FL Cert. 6634 March 29,2010 f ®WARNING-Valft designparametersa cIREWNUMSUNTHISAMINCLUDEDATIMKREFBREMEPAGEMil-7473rev,20-PPBEFORBUS$ Design valid for use onlywith MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability. of design paramentersand proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ,I 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 ;;B—. o„e,,,a fabrication, quality 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 Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686549 M10837 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fart Pierce FI. 34982 ,l-ao a-ao n-ao 1B-s-o zaz-z 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:56:53 2010 Page 1 zs-ao s4-ao asao 1-a0 8-a0 4-6.0 4-6-0 1-6-0 3-&2 3-9.14 8-a0 1-a0 Scale = 1:62.7 4x4 MI120 = (+) Top chord must be braced by end jacks or properly connected purins as shown. 11 14 9 7x12 M1120 % 7 17 ox" M1120 4.00 12 5 3 131 (+) 4 8 (+)10 12 Eft3x6 6 M1120 =N 2 10x10 M1120 = 22 �+ N 1 23 N Ich d 3x5 M1120 = 29 28 27 26 25 24 US M1120 = d 34 M1120 = 7x8 M1120 = 5x6 M1120 US M1120 11 6x8 M1120 = 3x8 MII20 = TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 8-0-0 12-6-0 16.6.0 , 26-0-0, 34a0 8-0-0 4-6.0 6-0.0 7-6-0 8-ao Plate Offsets MY): : 3:0-4-12 Ed a 21:0-5-0 Ede 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.23 2-29 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. Except: BOT CHORD 2 X 4 SYP M 30 2 Rows at 1/3 pts 8-21 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=-154(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-428(LC 3), 27=-1373(LC 5), 26=1770(LC 4), 22=630(LC 4) Max Grav All reactions 250 lb or less atjoint(s) except 2=536(LC 7), 27=1781(LC 1). 26=2503(LC 1), 22=787(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=744/453, 3-4=-100/418, 4-6=-100/418, 6-8=560/953, 8-12=-560/953, 12-13=560/953, 13-15=-560/953, 15-16=560/953, 16-18=-560/953, 18-20=-1792/1525, 20-21 =1 79211525, 21-22=-156311076, 3-5=-492/580, 5-7=-402/607, 7-9=53/385, 9-11 =-1 3/425, 11-14=0/397, 14-17=-139/468, 17-19=219/425, 19-21=-3511441 BOT CHORD 2-29=-455/646, 27-29=-398/546, 26-27=-927/757, 24-26=162/263, 22-24=900/1424 A. WEBS 3-29=-493/863, 3-27=-1750/1315, 6-27=-5931714, 6-26=497/442, 13-26=887/736, ��` Q\`r,•� C E (� S •, �,9 I� �i 18-26=-1886/1620, 18-24=-934/1464, 6-7=-591/634, 19-20=-260/340, 14-15=-491/449, ��.' �. F�.'• !ji •• i 11-12=380/239 NOTES �" s. 0 39380 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 DOL=1.33 plate grip DOL=1.33). •.._. ' _ _. 1� 3) Provide adequate drainage to prevent water ponding. ATE 4) All plates are 2x3 M1120 unless otherwise indicated. �• !(� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • T(��•. Q�.' �� 0 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit s • R �,�N,�� • • between the bottom chord and any other members. S • " G� , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift atjoint 2, 1373 lb uplift at joint 27, I�,�� N A` ; 1770 lb uplift at joint 26 and 630 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. 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 26-0-01 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 responsibility of FL Cert. 6634 others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). March 29,201 0 Continued on 'page 2 ® WARMING - V.IVF dmig.parc:mirt. and REAP N13M ON 7WSAND fNCUMS0 12T7;41L'RSPSREN EPAGE MI.747a M. 10-'08 BEFORS USB, Design valid for use only with M,Tek 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 dudng 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' F.-m nRFOR.{• 6904 Parke East Blvd. Tampa, FL 33610-4115 Type lQty I Ply I Laurel Rear Porch T36B6549 Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:53 2010 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 21-23=54, 2-29=20, 24-29=-47(F=-27), 22-24=20, 3-11=-126(F=-72), 11-21=-126(F=72) Concentrated Loads (lb) Vert: 29=641(F) 24=-641(F) FL Cert. 6634 March 29,201 A WARNING - Verl, fib design parameters and READ N078S ON THISAM INCIAMED A97EKRUFMWME PAGE AEI-7473 r . 20-'OR BEFORB US& Design valid for use only with ANTek 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 individual Additional temporary bracing to Insure during is the the MiTek' support of web members only. stability constructlon responsibillity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding vaw6R .0 ILRFORM• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/71`11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686550 MlOB37 GRB HIP 1 1 Job Reference o lional Chambers Truss Inc., Fort Pierce Fi. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:55 2010 Page 1 y1-0-Oi 7-0-0 i 13-ti14 i 20-4-0 i 27-0-0 34-0-0 35-0-0 1-D-0 7-0-0 6-&14 6-7-2 6-&o 7-0-0 Scale = 1:60.5 7x10 M1118H % 3x8 M1120 = 4.00 12 3x6 M1120 = 2x3 M1120 I I 6x10 MI120 3 16 17 18 4 5 19 20 6 21 22 23 7 N N r' r N 2 B 9 N N �1 d d Us M1120 % 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 = 2x3 M1120 11 2x3 M1120 I I 44 M1120 = 3x4 M1120 = 7x8 M1120 = 3x6 M1120 = TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7-0-0 13-8-14 zo-0-o 27-0-0 4:0-0i 7-0.0 6.8.14 6-7-2 6-8-0 7-a0 Plate Offsets X Y : 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 MIl18H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12. 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-1 5=-1 644/2780, 13-1 5=-1 653/2820, 12-13=1177/2012, 10-12=-462/972, 8-10=4541934 WEBS 3-15=-149/784, 3-13=-862/552, 4-13=-82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=1381762 NOTES esign. 0,,�I1i11111/111' 2) Wind:anced roof ASCE 7-05;ve loads 140m hhave been 3 (3-second gonsidered TCDL=4.21 sf BCDL=3.0 sf; h=14ft; Cat. II; Ex C; enclosed; MWFRS (low-rise); Lumber ♦� P.. A . P ( gust); P P P ( ) ♦ DOL=1.33 plate grip DOL=1.33 ♦, O S+ •. ,9 �� • 3) Provide adequate drainage to prevent water ponding. ��: �.�'.�!�i i `sue 4) All plates are MT20 plates unless otherwise indicated. : • • 4!6 3 9 3 8 �w 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _r- 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- * %• s ' 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 uplift at joint 1?„Mr Z and 459 lb uplift at joint 8. ,_ •. ATE 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, 10' 115 lb down 128 lb 9-0-12, 115 lb down 128 lb 11-0-12, 115 lb down 128 lb 13-0-12, 115 lb down 1281.0'.•�C` and up at and up at and up at and Q �4/ ,,�ls up at and 128 lb up at b down and b down lb lb down and 0128 lb uplatdown • < O R 1 �•• �` 22 11-4, and 115 lb down annd115 1 81 lb up atand 128 lb up at 18-11-4, 24-11-4, and 146 lb down 115 and 1147 b p at128 lb up at 20-114 115 27-0-0 on top chord, and E;.�``♦ 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, 90 lb down at 15-0-12. 90 lb S/O N AL 1,11►1111111"� 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 a 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). FL Cert. 6634 LOAD CASE(S) Standard March 29,2010 Continued on page 2 ® WARMNG - Verlffj design parametees and RPAD NO1ES ON THIS AND MCLWED XTW REFERENCE PAGE MU-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 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 during construction Is the the MiTek' stability responsiblllity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding roweam •eeroew.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPH Quality CrIferia, 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 Job Truss THIPssTY pe Oty PlyT11Lb Rear Porch T3686550 M10837 GRB 1 ference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:56:55 2010 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=64, 3-7=-64, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=106(B) 5=-115(B) 7=106(B) 15=437(B) 10=437(1]1) 16=115(B) 17=115(B) 18=115(B) 19=115(B) 20=115(B) 21=115(B) 22=115(B) 23=115(B) 24=45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=45(B) ^•E N s 'eqA��. G+ 39380 5°ATE 0; ��FS ••. R G. �� t11% FL Cert. 6634 March 29,2010 AWARNING • VaVj d.fSm paramet. and R'EO MMS OiV nUSAND IMLUDED ilgMKREPEREWEPAGE J61.7473 rep, 10-W BEFORE US& Design valid for use only with Mrek 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 individual Additional temporary bracing to insure during is the the MiTek' support of web members only. stability construction responsibillity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding ,o K fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlteda, DSB•89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Laurel Rear Porch T3686551 M10837 AMONO TRUSS 4 1 Job Re ferencee o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:56 2010 Page 1 1-0•0 1•ao 3x4 M1120 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav 2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.2 PLATES GRIP M1120 249/190 Weight: 5 lb BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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%t t l l l l ►►►►►, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. % PS A. e 39380 :mow 0. A\- ►Hilt, LOAD CASE(S) Standard FL Cert. 6634 March 29,201 ® WARNING - Fern design parvmeters and RESD NOTES ON TMSAND INCLUDED 191' KPUPEREME PAGE MI-747a rev, 20-'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 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 Welk' rvwen,n'c.roaK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type �Qty Ply Laurel Rear Porch T3666552 M10837 IJ2 MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI. 349B2 1-0-0 2-0-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:56 2010 Page Scale =1:7.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20:0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Harz 2=73(LC 3) Max Up1IIft2=-165(LC 3), 3=-34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) 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. ,,{{{ I I AIl11�I ' 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. � S /� LOAD CASE(S) Standard �.`��•'�GENS 39380 ATE <U N A1- `• FL Cert. 6634 March 29,2010 ® WARMNG -Verib design paramekem and RF,ApMMS ONTH15A=,r=UDED Jlff=REFERM CEPAGLIMI-747a rc , 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, of building designer- not truss designer. Bracing shown Is for lateral Individual Additional temporary bracing to Insure during is the of the Welk' support of web members only. stability construction responsibillity erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ppw6A ♦n /[RlOA.t' fabrication, quality 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 0837 Ply I Laurel Rear Porch T3686553 Type )TRUSS Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:57 2010 Page i -1-0-0 3-0.0 1-40 3-b-0 Scale =1:9.6 3x4 M1120 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 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=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (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. `,�1 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. �t S A I� LOAD CASE(S) Standard FL Cert. 6634 March 29,2010 0 WARNING - Ver OV design parameters and READ N078S ON77USAND IMLUDSD 6fI=REFSRZWEPAGEDBI-74" rev, 20-ro8 BEFORE USR Design valid for use only with Wek connectors. This design is based only upon parameters shown, and Is for an individual building component. WN 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 the MO k1 responsibillity of 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/TPlt Quality Criteria, DSB-89 and BCSI Building Component row —rcero.w.^ 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610-4115 t Truss Truss Type 0837 J4 MONO TRUSS Laurel Rear Porch Chambers Truss Inc., Fort Pierce FI. 34982 1.0-0 4-D-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:57 2010 Page Scale=1:11.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TPI2002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(TL) -0.02 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation'de REACTIONS (lb/size) 3=8 1 /Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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 87 lb uplift at joint 3 and 215 lb uplift at joint 2. 0 S A LOAD CASE(S) Standard oENS* &,92��.' 3938. ATE FL Cert. 6634 March 29,2010 © WARMAIG - Pdl{frj deslgrt painmeters aad RPAV M MS ONTNISAM MI LUDBLI AV=REPEREWEPAGEMI!-7473 rev, 20-'O8 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 of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure during construction is the responsibillity the MiTek' stability of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ra— —Pcnr ..- fabrication, quality 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 0837 Type )TRUSS Ply I Laurel Rear Porch T36865551 Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:56:58 2010 Page r -1-0-0 i 5.0.0 i 1-40 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 M1120 = SPACING '2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:12.9 CSI DEFL in floc) Vdefl Ud PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(TL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guid REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift 3=-1 23(LC 3), 2=-231(LC 3) Max Grav 3=111(LC 1), 2=250(LC 1). 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14fl; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at join 2. LOAD CASE(S) Standard t ,.�`%%FS A. � � • • �, _.� _• mil. . IWi 39380 X ATE 0 AN ON FL Cert. 6634 March 29,201 ® WARNING - Verlft� design pawntet. and READ N07ES ON TNISAND MCLIIDED AVIEKREPEPENCEPAGEMI.7473 ew. I0.08 BEFORE USE. <� Design valid for use only with MRek 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 Individual Additional temporary bracing to Insure during is the the MiTek' support of web members only. stability construction responslbillity of erector. Add! ional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowcx+o fabrication, quality quality control, storage, delivery, erection and bracing, consult ANSI/1711 Quality Crtieria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Type �Qty Ply Laurel Rear Porch T3686556 ) TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:56:58 2010 Page -�-o•o s-ao 1-a0 6-a0 aI LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:14.5 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 2491190 BC 0.51 Vert(TL) -0.14 2-4 >476 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 20 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation c'de REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Gram 3=140(LC 1), 2=285(LC 1), 4=110(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 join 2. LOAD CASE(S) Standard ENS'-. 39380 - -•--r fit r •4 ATE " fi�.n• A �.: =4i% 11rnn1Kill" FL Cert. 6634 :J March 29,2010 © WARNING - Va tV design parmneters and READ MnM ON TM5A=,rNC1,UDBD Jl 7 RSFBRENCB PAGE MII.7473 rev, I0• ©9 BEFORE USE: Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component.• Applicability of design parameniers 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 .owre+e �•wro�.i- fabrication, quality 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 0837 TRUSS Ply I Laurel Rear Porch T36865571 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0.0 7-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:56:59 2010 Page Scale: 3/4"=l' CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 2-4 >289 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 3=169/Mechanical, 2=32110-6-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift3=-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. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 March 29,201 ® WARNING - Yerlf ij design parmaekefs and READ M73S ON IMSAND INCLUDED 197EKREFERMCE PAGE MI7.7473 rep, 20-ro8 BEFORE USE, • Design valid for use only with MTek connectors. This design B based only upon parameters shown, and Is for an individual building component. - �� Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral Individual Additional temporary bracing to Insure during is the the MiTek' support of web members only. stability construction responsibillity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row —nrtraRra- fabrication, quality 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 Type )TRUSS Ply I Laurel Rear Porch Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 B-0-0 3x4 Ml120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 2910:57:00 2010 Page Scale=1:17.7 CSI DEFL in (loc) Udefl L/d PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Harz 2=197(LC 3) Max Up1'ift3=-223(LC 3), 2=286(1_C 3) Max Grav 3=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. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 March 29,2010 AWARNING -Ver{ftjdesignparametersandREADAWNS ON2WSAND INCLUDED hff=REFERENCE PAGE kill-747arep. 20-TSBEFORE USZ Design valid for use only with Mlek 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 rpwce+n�iwra.ra- fabrication, quality 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type City Ply Laurel Rear Porch T3686559 M10837 KJ7 MONO TRUSS 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 6-&12 7.140 s Oct 12009 MiTek Industries, Inc. Mon Mar 2910:67:00 2010 Page 1 9.10-1 1-5 0 8 812 Scale = 1:20.8 4 2.83 12 3x4 M1120 G 6 3 7 Pt c' 1 9 10 6 11 5 2x3 M1120 11 3x4 M1120 = 3x4 MII20 = 6-8.12 9-10.1 i 6-8-12 3-1-5 Plate Offsets MY): : 5:0-0-2 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 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 uide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=249(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=757/365 BOT CHORD 2-6=439/695, 5-6=-4391695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11111��, 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 ,,�1111 between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �%% 0 ,,•' C E (� e �� • q�%i 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 and ��: �.� `SF•' �i 249 lb uplift at joint 5. Ri 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 lb �: o 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 up at: * ;• -' 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 chorri The design/selection of such connection device(s) is the responsibility of others.ti 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ATE 441 LOAD CASE(S) Standard ..0;"N 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 i� �•. 0 R ', �,.'� \ 14�54, 5 -20 �ss lO N A� ��` ConcentrVert: ated Lads (lb) Vert: 7=10(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-10(1`=5, B=-5) 11=-50(F=-25, B=-25) FL Cert. 6634 March 29,2010 AWAMM - Vat j dmign p.=,d..,Z RUD MMS ONTHlS611D fNMWED AYMK RSFMWXE PAGE MI-7473 m. 20- ©8 BSFORR USH, 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 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek' t•O —PLa_0 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII 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 Job Truss Truss Type City Ply Laurel Rear Porch T3686560 M10837 KJ8 MONO TRUSS 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7-3-4 7.140 s Oct 1 2009 MiTek Industries, Inc. Mon Mar 29 10:57:012010 Page 1 11-3-0 1-5-0 7-14 3-11-12 Scale=1:20.6 4 2.83 12 3x4 M1120 % 3 8 2 7 6 3x4 MII20 = 2x3 M1120 II 3x4 MII20 = 5 7-3.4 i 11-3-0 7-3.4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI -DEFL in (loc) Vdef1 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 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 e REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/560 BOT CHORD 2-7=746/1060, 6-7=746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; 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. % ,,,I11111111111 1 0S A. I1� �� P n .... 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 Q • •� C E N S •• v,9 �� i 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). .�i . • 3 9 3 80--.-- y. LOAD CASE(S) Standard * ; - 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ✓"" Uniform Loads (plf) Vert: 1-8=54 � ";!�• ,_ = Trapezoidal Loads (pIf) Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, 13=49), 2=-2(F=g, B=9)-to-5=-56(F=-18, B=-18) ��,,� .'�`� Q R +•O P.:�=`�� /ll111111 FL Cert. 6634 March 29,2010 ®WARNING-Verlfijdesig.parametev ndREAD M01=8ONTNISANDMLL/DE3nFiCREFERENCEPAGE MII-7473reo,20-'08BEFORE USE, ��• Design valid for use only with Mirek connectors. This design is based any 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 T is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Mi lek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PaN6R iv fabrication, quality 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 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System AL General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'�l 6" For 4 x 2 orientation, locate plates 0-'nay 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 t6 slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: 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, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS ci-2 c2a Oo WEBS Cc,,. 4 U � 3 ��1 3 O U 0c7-8 c6a c5-6 O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A © 2006 MiTekO All Rights Reserved M!Tek POWER TO PERFORM.- MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 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 Woe truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each ' joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. // -.-y e - I i 0 Lu M W A Lf 02' �" can .0 A .=z iA?:;",i. G`ETBACK REQ. US / 4 b FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A t /1 Project Name: DEL - REAR PORCH Builder Name: WYNNE Street: \�-WD(,p Cel >\, � Permit Office: City, State, Zip: PORT ST. LUCIE , 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 1355.50 ft2 3.. Number of units, if multiple family 1 b. N/A R= ft2 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1499 a. Under Attic (Vented) R=30.0 1499.00 82 7. Windows Description Area b. N/A R= ft2 a. U-Factor: Sgl, default 114.00 ft2 C. N/A R= ft2 SHGC: Tinted, default 11. Ducts b.-U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 51 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft? a. Central Unit Cap: 28.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: e. U-Factor: N/A ft2 a. Electric Heat Pump Cap: 26.4 kBtu/hr SHGC: HSPF:8 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1499.00 ft2 a. Electric Cap: 40 gallons b. NIA R= ft2 EF: 0.95 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.076 Total As -Built Modified Loads: 26.41 PASS Total Baseline Loads: 31.64 I hereby certify that the plans and specifications covered by Review of the plans and Sr'gI�+ this calculation are in compliance with the Florida Energy specifications covered by this 04�xIE Code. calculation indicates compliance with the Florida Energy Code. lv rnn., '�•. •.� • ��. ,� O PREPARED BY: Before construction is completed DATE: this building will be inspected for O�..Q._. compliance with Section 553.908 I hereby certify that this building, as des' is in complianc Florida Statutes.de yt with the Florida Energy Co. �'O� WE OWNER/Aar BUILDING OFFICIAL: D TE:1 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 1/14/2010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNE LAUREL - REAR PO Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1499 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WYNNE Rotate Angle: 270 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL—ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet ' 1 Slab -On -Grade Edge Insulatio 156 ft 0 1499 ft2 0 0 1 ROOF _ / Roof Gable Roof Solar Deck �/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1580 ft2 250 ft2 Medium 0.9 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 0 1499 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1499 ft2 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity R-Value Sheathing Area R-Value Framing Solar Fraction Absor. 1 'N Exterior Concrete Block - Int Insul 4.1 148.02`ft= 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 379.9 ft2 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 315 ft2 0 0.8 4 W Exterior Concrete Block - Int Insul 4.1 512.6 ft2 0 0.8 1/14/2010 6:36 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 N 2 E Wood Wood None None 0.6 0.39 21 ft2 16.25 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). / # Ornt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N=>W Metal 2 E=>N Metal 3 S=>E Metal 4 S=>E Metal 5 S=>E Metal 6 W=>S Metal 7 W=>S Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 16 ft2 1 ft 0 in 0 ft 6 in 6 ft2 1 ft 0 in 0 ft 6 in 26 ft2 10 ft 0 in 0 ft 6 in 15 ft2 1 ft 0 in 0 ft 6 in 15 ft2 1 ft 0 in 0 ft 6 in 16 ft2 1 ft 0 in 0 It 6 in 20 ft2 1 ft0 in 0 ft6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None INFILTRATION & VENTING / Method SLA CFM 50 ACH 50 ELA EgLA --- Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1415 7.08 77.7 146.1 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 384 ft2 384 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 28 kBtu/hr 840 cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 26.4 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.95 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 1/14/2010 6:36 AM EnergyGauge@ USA - FlaRes2008 Page 3 of 5 DUCTS / — Supply -- — Return -- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 51 ft2 Attic 20 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Heating Jan f Xj Feb Mar Ap Jul Xi j Nov Dec r 1 r � A May jJun f X� f Aug f X� Sep rJ Jan [X Feb Mar pr X� Jun [X Jul [X Aug �X Sep OOct l J ct X Nov XDecVenting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 - 78 78 78 -78 78 78 78 Heating (WD) 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 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 1/14/2010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: PORT ST. LUCIE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-stoU Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.13.1.1 sides. Common ceiling & floors R-11. 1/14/2010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 -I A ENERGY PERFORMANCE LEVEL (EPL) .DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. PORT ST. LUCIE, 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 1355.50 ftZ 3. Number of units, if multiple family 1 b. N/A R= ftZc. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? 6. Conditioned floor area (ftZ 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: e. U-Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c.'NJA No 10. Ceiling Types 1499 a. Under Attic (Vented) b. N/A Area c. N/A 114.00 ftz ftZ ftZ ftZ ftZ Insulation Area R=0.0 1499.00 ftZ R= ftZ R= ftZ I certify that this home has complied with the Florida Energy Effici Construction through the above energy saving features which will in this home before final inspection. Othe e, a new EPL Displ, based on installed Code compliant_ Address of New Home:.),\-�(-, Insulation Area R=30.0 1499.00 ftZ R= ftZ R= ftZ 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 51 ftZ 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits ode for Building filled (or exceeded) will be completed : \�k-7:ay City/FL Zip:`��._::, Cap: 28.0 kBtu/hr SEER: 14 Cap: 26.4 kBtu/hr HSPF: 8 Cap: 40 gallons EF: 0.95 Pstat 0V-V%E Sr,�T o *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Pro Job: ect Summa wrightsoft- � � Date: JANUARY 15,2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofsic. corn n 6L` For: -REAR PORCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20146 Btuh Ducts 2203 Btuh Central vent (26 cfm) 810 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 23160 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1499 1499 Volume (ft3) 13168 13168 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 99 50 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25HBB33OA30 ARI ref no. 3025424 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 0.045 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18149 Btuh Ducts 2607 Btuh Central vent (26 cfm) 434 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 20131 Btuh Latent Cooling Equipment Load Sizing Structure 2309 Btuh Ducts 756 Btuh Central vent (26 cfm) 1100 Btuh Equipment latent load 4165 Btuh Equipment total load 24296 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB33OA30 Coil FX4CNF030 ARI ref no. 3025424 Efficiency 11.5 EER, 14 SEER Sensible cooling 19950 Btuh Latent cooling 8550 Btuh Total cooling 28500 Btuh Actual air flow 1000 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. C -rk- wr10t1tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 RCA E:\Wrightsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 1 Load Short Form Job: - wrightsofte Date: JANUARY 15,2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com iwroject inTormation For: LAUREL -REAR PORCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Model 25HBB33OA30 ARI ref no. 3025424 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 0.045 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB33OA30 Coil FX4CNF030 ARI ref no. 3025424 Efficiency 11.5 EER, 14 SEER Sensible cooling 19950 Btuh Latent cooling 8550 Btuh Total cooling 28500 Btuh Actual air flow 1000 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1563 1048 70 50 GREAT RM 563 8188 7796 366 376 LAUNDRY 42 1077 2074 48 100 KITCHEN 110 713 1803 32 87 MS BATH 56 938 829 42 40 MS CLOSET 63 96 136 4 7 MS BDRM 333 5294 3949 237 190 HALL 22 33 48 1 2 BD 2 C LO 47 528 382 24 18 4 n A ono o h)ano 17G van tSUKIVI L I V'f J7 I O e-uO.a I i. — Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 (x{ E:\Wrightsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S 2010-Jan-15 10:38:52 Page 1 Entire House d 1499 22349 20756 1000 1000 Other equip loads 810 434 Equip. @ 0.95 RSM 20131 Latent cooling 4165 A Ann nnwnn nwnnG 11 IVIHLJ I"VCI GJ IVV L'tGVV IVVV IV - Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightsc t" Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 E:1Wrightsoft HVAC1Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 2 wrightsoft• 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.cam Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 164.0 ft 8.8 ft d 1498.5 ft2 FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 11.5 ft 69.0 ft2 Ty Construction number U-value (Btuh/ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 D 13AB-06cs 1A-rlob 11J0 13AB-Oocs 1A-r1om 13AB-Oocs 1A-rlomd 1 D-c20W 1 D-c2ow 1A-rlob 1A-rlob 13AB-Oocs 0.258 1.080 0.600 0.258 1.270 0.258 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80 7.22 35.56 7.22 35.56 15.96 15.96 7.22 30.24 30.24 7.22 5.13 21.23 17.40 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 148 20 21 413 6 315 39 15 15 551 20 20 , 216 107 0 21 407 1 246 39 15 15 511 1 1 200 773 605 353, 2942 213 1777 1387 239 239 3693 605 605 1443 549 425 365 2091 299 1263 944 304 246 2625 862 837 593 48; 0 21 0 0 0 0 0 0 0 0 0 92 27 0 21 0 0 0 0 0 0 0 0 0 92 195 0 353 0 0 0 0 0 0 0 0 0 665 139 0 365 0 0 0 0 0 0 0 0 0 273 �j -G W�13AB-Oocs 't-D 11 DO 1613-30ad 19C-19cscp 0.390 0.032 0.049 n 10.92 0.90 0.48 11.31 1.68 0.25 16 1499 1499 16 1499 1499 177 1343 713 184 2517 382 0 69 69 0 69 69 0 62 33 0 116 18 C F 6 c) AED excursion 201 -22 Envelope loss/gain 17107 14687 1307 888 12 a) Infiltration b) Room ventilation 3039 0 832 0 102 0 28 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 1 2 124001 230 0 0 1 0 0 Subtotal (lines 6 to 13) 20146 18149 1409 916 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 14% 0 0 0 20146 2203 0 0 0 18149 2607 11% 14% 0 0 0 1409 154 0 0 0 916 132 Total room load 22349 20756 1563 1048 Air required (cfm) 1000 1000 70 50 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �� wriyr�tsort^ Right -Suite@ Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 C� E:\Wrightsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Cale = MJ8 Orientation = S Page 1 - wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 50.0 ft 6.0 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 563.3 ft 7.0 x 6.0 ft 5 Room area 563.3 ft' 42.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft) Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13AB-Oocs 0.258 n 7.22 5.13 0 0 0 0 0 0 0 0 1A-r1ob 1.080 n 30.24 21.23 0 0 0 0 0 0 0 0 �D 11.10 0.600 n 16.80 17.40 0 0 0 0 0 0 0 0 �j 13AB-Oocs 0.258 a 7.22 5.13 0 0 0 0 48 48 347 246 11 G 1A-r1om 1.270 a 35.56 49.79 0 0 0 0 0 0 0 0 1�V 13AB-Oocs 0.258 s 7.22 5.13 196 157 1134 806 0 0 0 0 �G 1A-rlomd 1.270 s 35.56 24.20 39 39 1387 944 0 0 0 0 1 D-c2ow 0.570 s 15.96 20.29 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 15.96 16.41 0 0 0 0 0 0 0' 0 W 13AB-0ocs 0.258 w 7.22 5.13 294 254 1835 1304 0 0 0 0 1A-rlob 1.080 w 30.24 43.09 20 1 605 862 0 0 0 0 1A-rlob 13AB-Oocs 1.080 0.258 w - 30.24 7.22 41.86 2.97 20 0 1 0 605 0 837 0 0 55 0 40 0 287 0 118 R T D 11 DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 0.90 1.68 563 563 505 946 42 42 38 71 F 19C-19cscp 0.049 0.48 0.25 563 563 268 144 42 42 20 11 6 c) AED excursion 459 -44 Envelope loss/gain 1 6338 63011 8691 585 12 a) Infiltration 1043 286 102 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 7381 6817 971 1813 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7381 6817 971 1813 15 Duct loads 11% 14% 807 979 11% 14% 106 260 Total room load 8188 7796 1077 2074 Air required (cfm) 366 376 48 100 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -r4r wrcgtitsort� Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 ACC . E:1Wrightsoft HVAC1Wynne Corp1WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 2 - wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heat/cool 10.5 x 10.5 ft 110.3 ft2 MS BATH 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U-value (Btuh/W °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 D 13AB-oocs 1A-r1ob 11.10 13AB-Oocs 1A-r1om 1A-rlcmcs 1A-rlomd 1D-c2ow 1 D-c2ow 13AB-Oocs 1A-r1ob 1A-rlob 13AB-Oocs 0.258 1.080 0.600 0.258 1.270 1.270 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80. 7.22 35.56 35.58 5.56 15,96 15.96 7.22 30.24 30.24 7.22 5.13 21.23 17.40 5.13 49.79 4.20 24.20 20.29 16.41 5.13 43.09 41.86 2.97 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 491 0 0 0 0 0 0 0 0 0 0 0 0 202 0 0 0 64 6 0 0 0 0 0 0 0 0 0 0 0 58 1 0 0 0 0 0 0 0 0 0 0 0 419 213 0 0 0 0 0 0 0 0 0 0 0 298 299 0 0 0 0 0 0 0 0 Val �G W P L--D 11 DO 16B-30ad 19C-19cscp 0.390 0.032 0.049 n - 10.92 0.90 0.48 11.31 1.68 0.25 0 110 110 0 110 110 0 99 52 0 185 28 0 56 56 0 56 56 0 50 27 0 94 14 C F 6 c) AED excursion -38 -18 Envelope loss/gain 642 377 709 687 12 a) Infiltration b) Room ventilation 0 0 0 0 136 0 37 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 1 0 120010 0 10 0 Subtotal (lines 6 to 13) 642 1577 845 724 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 11% 14% 642 70 1577 227 11% 14% 845 92 724 104 Total room load 713 1803 938 829 Air required (cfm) 321871 1421 40 Printout certified by ACCA to meet. all requirements of Manual J 8th Ed. �j� wrighrsorc^ Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 .�� E:\Wdghtsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 3 -d- wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 9.0 ft 63.0 ft2 MS BDRM 51.0 ft 8.5 ft heat/cool 1.0 x 332.5 ft 332.5 ft2 Ty Construction number U-value (Btuh/ft� °F) Or HTM (Btuh/ft� Area (ftl or perimeter (ft) Load (Btuh) Area (ftj or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 D 13AB-0ocs 1A-rlob 11J0 13AB-0ocs 1A-rlom 13AB-0ocs ,A-rlomd 1 Dc2ow 1 Dc2ow 13AB-0ocs 1A-rlob 1A-r1ob 13AB-Oocs 0.258 1.080 0.600 0.258 1.270 0.256 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80 7.22 35.56 7.22 35.56 15.96 15.96 7.22 30.24 30.24 7.22 5.13 21.23 17.40 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 225 0 119-' 0 15 15 89 0 0 0 0 0 01 225 0 89 0 15 15 89 0 0 0 0 0 0 1627 0 643 0 239 239; 645 0 0 0 0 0 0 1156 0 457 0 304 246 458 0 0 0 VV �G W q__D 11 DO 1613-30ad 19C-19cscp 0.390 0.032 0.049 n 10.92 0.90 0.48 11.31 1.68 0.25 0 63 63 0 63 63 0 56 30 0 106 16 0 333 333 0 333 333 0 298 158 0 559 85 C F 6 c) AED excursion -3 -66 Envelope loss/gain 86 119 3850 3200 12 a) Infiltration b) Room ventilation 0 0 0 0 923 0 253 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 0 0 01 0 0 10 0 Subtotal (lines 6 to 13) 86 119 4773 3453 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 86 119 4773 3453 15 Duct loads 11% 14% 9 17 11% 14% 522 496 Total mom load 96 136 5294 3949 Air required (cfm) 4 7 237 190 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 AaUA E:1Wrightsoft HVAC\Wynne Corp1WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 4 - wrightsoft, 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: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALL 0 ft 8.0 ft heat/cool 4.0 x 5.5 ft 22.0 ft2 BD 2 CLO 5.5 ft 8.0 ft heat/cool 8.5 x 5.5 ft 46.8 ftz Ty Construction number U-value (Btuh/ft2 °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 , D 13AB-Oocs IA-rlob 11J0 13AB-Oocs 1A-rlom 13AB-Oocs ,A-rlomd 1 D-c2ow 1 D-c2ow 13AB-Oocs ,A-rlob 13AB-0ocs 0.258 1.080 0.600 0.258 1.270 0.258 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80 7.22 35.56 7.22 35.56 15.96 15.96 7.22 30.24 30.24 7.22 5.13 21.23 17.40 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0, 0 0 0 0 0 0 0 318 0 0 0 0 0 0 0 0 0 0 0 0 226 0 0 0 VU W Ij1A-r1ob R L-D 11DO 16B-30ad 19C-19cscp 0.390 0.032 0.049 n 10.92 0.90 0.48 11.31 1.68 0.25 0 22 22 0 22 22 0 20 10 0 37 6 0 47 47 0 47 47 0 42 22 0 79 12 C F 6 c) AED excursion -1 -8 Envelope loss/gain 30 42 382 308 12 a) Infiltration b) Room ventilation 0 0 0 0 94 0 26 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 10 0 0 0 0 0 Subtotal (lines 6 to 13) 30 421 1476 334 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 15 Redistribution Subtotal Duct loads 11% 14% 0 30 3 0 42 6 11% 14% 0 476 52 0 334 48 Total room load I 1 33 48 528 382 Air required (cfm) 1 2 24 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 .P. E:\Wrightsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 5 -�- wrightsoft* Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 2 Exposed wall 37.5 ft 3 Ceiling height 8.0 ft heat/cool 4 Room dimensions 12.5 x 15.5 ft 5 Room area 193.8 ftz Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1IN 13AB-oocs 0.258 n 7.22 5.13 100 80 578 411 - I--(i 1A-r1ob 1.080 n 30.24 21.23 20 0 605 425 D 11J0 0.600 n 16.80 17.40 0 0 0 0 I 13AB-Oocs 0.258 a 7.22 5.13 76 76 549 390 11 1A-rlom 1.270 a 35.56 49.79 0 0 0 0 s 0 0 0 0 ,A-r1flocs ,A-rlamd 1.270 1.270 s 5.56 35.56 4.20 24.20 0 0 0 0 1 D-c2ow 0.570 s 15.96 20.29 0 0 0 0 1 D-c2ow 0.570 s 15.96. 16.41 0 0 0 0 W 13AB-Oocs 0.258 w 7.22 5.13 124 124 896 637 Ij1A-r1ob 1.080 w 30.24 43.09 0 0 0 0 ,A-rlob 1.080 w 30.24 41.86 0 0 0 0 f 13AB-Oocs 0.258 - 7.22. 2.97 0 0 0 0 L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 194 194 174 326 F 19C-19cscp 0.049 0.48 0.25 194 194 92 49 6 c) AED excursion -57 Envelope loss/gain 2893 2180 12 a) Infiltration 639 175 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 1 3532 2354 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3532 2354 15 Duct loads 11% 14% 386 338 Total room load 3918 2693 Air required (cfm) 175 130 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. At� Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 `C5K E:\Wrightsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJ8 Orientation = S Page 6 TYPE OF SURVEY. -I BOUNDARY I PLOT PLAN I U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 1-18-12 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 14126 CISNE CIRCLE, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS SHOWN HEREON. OF ST. LUCIE COUNTY, FLORIDA. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. n 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO Z II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111 CO065 F, EFFECTIVE DATE JUNE 30, 1999. �- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE =FINISHED FLOOR ELEVATION 0 tnt+.i SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY _j 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 a CENTERLINE OF CISNE CIRCLE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE 46 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. 3 : 1 "=30' DATE: 1-18-12 DRAWN: CJM JOB NO.: 12-1258 DATE: PERMIT #: //•z _ 02 z 3 EXISTING N89052'15"E SITE BENCKMARK ELEVATION= 24.66 113.25' ASSUMED 00 O to ca 0) o 0)rn VQ iv 51.05' 9.99 O 3 of W 5 98, AVERAGE TOP o 0 W a o W U O 26.35 OF FORMS o - W a s.23' ELEVATION=26.86 2.20 ABOVE EDGE 26.00 O Z D_ O 03 OF PAVEMENT g O O N (i 61.04' O O 41 m S89050'27"W 113.39' EXISTING r 14126 CISNE CIRCLE LAST FIELD DATE: 1-18-12 ALEXANDER J. PIAZZA PSM, INC. YNCERTIFIED BUILDING WYNNE BUILDING CORPORATION' ' Surveying " Mapping " Consulting 619 SW Biltmore Street r, *LEB#72M Port St. Lucie, Florida 34983I hereby certify -that the survey shown hereo.[ is true and aePhone: (772) 340-7770 correct and is- based on act6o heaseurentsaaken in the Fax' (772) 340-2250 field. This survey meets the Mininun Technical Standards of Chapter 61G17.Florida gdmifC1st_ative r,de REVISIONS: O - FB/PG: I - I - I - 1 - K:\BUILDERS\DWG2012\DWG\12-1258.dwg, 1/18/2012 3:03:14 PM ALEXAND J. PIA Professional urveybr do Mapper Florida Certificate No.: 6330