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HomeMy WebLinkAboutSUBMITTED PAPERSDATE FILED: Q .PLAN REVIEW FEE: RECEIPT NO.: _�� ( PERMIT NUMBER: O 0 6 5�� CONCURRENCY FEE:RECEIPT NO.: CERT. CAP. NO.: ALLOG INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue .... .. P: SCANNED g '�_e s o FL Pierce, FL 34982-5652 BY 772-462-1553 S1, Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. Spanish Lakes PROJECT NAME:- Fa 1 rwaTs SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (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: 5 a X I I O 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: aM' BACK: \5 RIGHT SIDE: Zs, LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: o15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ 51 , 000. 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this.application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME; Wynne ADDRESS: 8000 S. US1 1 Suite 40? ZIP: 34952 CITY: Port St. —Lucie STATE: F L PHONE (DAYTIME): 97 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: PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ZIP: ST. ofFLREG.CERT#: CGC03599 ST. LUCIE COUNTY CERT #: 08898 BUSINESSNAME: Wynne Develo ment Corporation QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1 1 Suite 402 CITY: Port S t . Lucie STATE: FL ZIP. 34952 PHONE (DAYTIME): Q 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: 3naati PHONE (DAYTIME): (7 7 a 2 R 7— R 2 5 2 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE. a ;permit is issued and it is not picked up within 6 dates_ after notification it will be voided and returned to you by mail. OFFICE USE ONLY WW.B n c� �• Q, 17: SECTION TOWNSHIP , L RANGE. [ MAP NO. ` ?J ZONING P LAND USE n l ' LOT CVG %I TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER „`, SEWER., SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE i AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD D PARKS IMPACT IMPACT FEE ACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL RO D CREDIT Y N LAW ENF IMPACT IMPACT_ FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED 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 ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW _. REVIEW DATE RECEIVED, ' a� 1 I - DATE COMPLETED INITIALS U CERTIFICATION: -f 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: IGrtify that all the foregoing information is accurate and that all work will be done in comp Ith all applicable laws regulating construction and z"g. STATE OF FLORIDA COUNTY OF St . Lucie The foregoing instrument was, •acknowledged before me this .[__ day of S T20 it , by Matthew T,)71� __I W-unnc — who is personally known,Zor has produced identification. STATE OF FLORIDA COUNTY OF St. Luci The foregoing instrument was acknowledged before me this ! S Day of /4-,U G-%-t S T , 20 1 /• , by Matthew Lyl e Wynne who is personally known or has produced as identification. Signature of Not Signature of NOV DOROTHY ANN HAFNER DOFI0 HY ANN HAFNER Commission NO. ?� rev PLe��= Notar S l)C -State of Florida pi1� Commission No. `°�'"Y °bB�'', Notary fiEl) State of Florida a , ? • « : • My Comm. Expires Oct 2, 2012 * " • My Comm. Expires Oct 2, 2012 "9l or: Commission # DD 827096 ,.„ �.* o� Commission # DD 827096 °, ;,, Bonded Through National Notary Assn. 9r P�` ''•%°; ;; °` Bonded Through National Notary Assn. NOTE: TWO (2) 1RD. EA SIGNATURE MUST BE NOTARI D. P L G O THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. 6-MAR-2012 03:23 FROM:SOUTH (7`7 01l04(2012 11: 4U l t:e46'LG. co PERMrr #: BUILDER/CONTRACTOR: — PEST CONTROL CON"f"RACI PEST CONTROL LYCIENSE # We, the unde*ned, hereby submmean termites in ate Square fit if area treated: C Percentz ge of solution: Pape of Treatment: �._ . f ing 10 Teefrtment Re -'meat meway Re -That —Otfzer _____lst Treabrrtent Re -Treat 7723446042 %)LLi COWITY D virgin Ave . Fort Rlertnt Fl. 34982 62-2172 Fax 772-4621�i TE OF TERMITE WCW N SOIL Tip JOB ADDRESS: that we have pret aid site ab with the stendaMs of the Naac C� Chemlcalss used: t'3� Total gallons us, 7Tmee of Treaft L'1 Sob 1t „�,,,,,-.,Re= ___,_Perimeter f signature note: lheranrcce,b�e s �rplete+arf� �r+�adi �yrpr�d q,sb�aatarr+P-d .soot" to be pd�ed eip by t/ae Al�v�pto�' a� �rra Of earn dY' t'fae f-e dbmsd i a 05taw& efowtme tPoftem for pvmn*n of wmmm .wileprcadow to Rm" ak a 7 taatrnat as each pmrtft a apy fdr tide pa= ft p6 re b bmsd to c*d m0dw =Py Aw Glut p► trig pmdtKt wid ifde"My of ft apomtar, dme On ftsA4 ffm and nrrmbw4fga!l m md, Amme" ftabriwt 1Ytihe .s�1 MffAw meffi ad for temge MAW be wnVhWprA7r& &WWR&W v , cot St Lacde County/ r uk" for tQ, filial inspection far CO, a Pw M TO:4626443 P.1/1 UNS � eAUL 101 f Ul ENT ENT Vapecdon r wt and M& form m4R* w ftJOb 01vow bwvneff i$ &Abto � how, s A wmbft re is LM4 flm1 Ck*/ tar StBCW ._., ._l. rmtm w Noffm a►aa or wmwtsw 0 F O IAN?, ® 6 912 PLjt'j.r vv�rks pL St. Lucie G®untY' 2-AUG-2012 03:55 FROM:SOUTH '77nST VA / V412U11 12: 40 / / 13 7723446042 ELC I `4626443 P.1/1 PAGE 01/01 1102;- oa81� AN Farr PkW4=t FL 34962 82-2172 Fm 772-4W ATE OF TERMM RUCT-10M SOIL. TRI PERMIT #: 4413 �w _ ]O ADDRESS^ BUILDEFZ/CUNTRA IR: Il PEST coN'r'ROL CO ,� R: Pam' C0NTR0L UCENSE : We, the un m%ro4 huff ca subterr>+tn m "Ibea !n amord squm fat if arm treaded: pffcwtage of SOluden. oift �OOCMj M ^ate- .� Y* Trrmment nmt _. iK r-e- tent Rgb-1 r� y that wr have preb6dw the aid w d e w{fh the sbmdarda of the fYr ftV them{cab used: ! Tow gaimm Lad: Time of Tredmwft —stab ---Pools pools �Mmetor fbr / M all Aye• npboedJiri� lbw ma& raWAW omomw ar!*A'm PSCUMLI.d Cbtmbsb Cif RWVAq U iraoi'IbrwWWAft dl�»aittt A 1 owhWpowlaiso =Me ***2& tjhHww*CAfm=W ar dRA r pcmwftacswArftp ondwp AvAm dovowavOrarmro cowIfto*r, d��►,adrxr serer,.�aralYaar; e�nraandd b'�4. i�he�it�al test pen�e►nt d' e� � nea�rrr af,�rr � la► c bv 'm n>ad rbr r�ernrA'r prarw�a(ar St Luck Ctmnt11 n quip for tit final fnsp Kdon for CO. a f Wnu RE:EFWVEiJ AUG 0 3 2012 wnt &w m& lam► mu#ba w ft0 &,tear twarda ari NOW bawd odlrOWImw � ma 7ielrbne►tt 0 ofd W*C an area P brvb�en�t.shal 9!!c)tarr 0 be placed ae Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: June 21, 2012 Re: 1108-0085 Lot/Block: Address: 6608 S anish Lake Blvd Project: The undersi ned 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 IAluminum Rock Wool Blankets Density: X Foil R-Value: R=4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: IRock 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" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass'Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R=Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: JRock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: 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 a ZZCGMC_X M, J Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: P5 .Customer Code: Customer Name: Project Code Project Name iT Ticket Dater Delivery Address: {TI'+1.7::r F'_IIIi Delivery Instructions: Ae W'- 4f 1 �� Il d 9 - 0 Customer Job Number: Order Code / Date: Project P.O. Number.Order P.O. Number Map Page: Map/Row/Column: Dispatcher' ° ,.. tr, ` x. 1. �. : � • Ticket'Number. Due.Qn,Job: r.. i f,r!A! Slump: r Truck Number...,t_ r Di"+t DriverNumbgr..,r Z.F :� Driller. ame.I 1 y S7 p1 I'rt!:Jr 1+L 1-ii.i:.. E ndUse. 1 �. r tt• , �.r�.IJP`i•/`.i I.rii .j,1 _-l4 a,"� d. ..e L._t«. _I..,.rt ..r{1":._ LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY „ s �E(.'Y : `"y .. { l t:.r,��l � I,�^.j��.�t� t :..i,.,p. C; r trr°'>'4•.�: -Cash Check# /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: E aVE RECEIVED WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. MAY 2 12012 SIGNATURE CURB�LINE,CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water Is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the.finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O74 Y.�z 68UNIVERSAL �-'�::.'.! •i"�i, a i...i�I`lY' t�{�ihj:; �. CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously execu-1 Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quo n, if any, and Seller's Order Confirmatio; cluding limitationsof warranties), as if fully set forth on this Delivery Ticket ("A ment"). Seller will provide the Standard I erms and Conditions upon request. Buyer agrees that, unless otherwise noted on the fron,t hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE. / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock., sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, s, d, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic Skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of arnmo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and. prolonged contact with skin. Wear gloves, eye protection., and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush. eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse'thoroughly with water. Get proper medical attention .if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia a]. comprador (ya previamente ejecutada, en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de conf rmaci6n del vendedor (con lim.itac. ones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Aceota pagar el monto de acuerdo al contrato; al menos que se identi- fique con una rota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piiedra caliza, dolomita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados corno piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperalura c6lida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n Ael amoniaco puede causar toser, irritacion o Segitridad: yueanaduras en la nariz, garganta y pulmones. Acudir inmediatamente al Medico. El,-riesgo en la. salud depen.de en. la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mis de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en .la parte afectada por 15 minutos. Si se inhala polvo, expongase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si ]a irritacion, continua. CF,MEX. 920 Memorial City Way, Ste. 100 V5 comhinado Houston, Texas 77024 06/10 Para mas .informati6n visita www.cemexusa.corn. 16-MAY-2012 02:01 FROM:SOUTH^ST 7723446042 UVU4/;R112 12:40 SLC 4626443 IONS P. 1/1 PAGE 01/01 ItAVE o Fort P%rc% FL 34982 11772-4112-21n Fm 772-4624 PERMIT*: // QQ — BUILDEP4CONTRACTIOR: —Lil PEST CONTROL CONTRAq PEST CONTROL LICENSE #,: We, the un;*mWwd, hemW a su n tarmfts In accord Square feet I area UwW: Pementage of solukion: DMm of Tlea"arlh. f2- 'bra —Fooling p"Veymy — i* Treatment —lot Tmatmem PAII-Treat ATE OF TERNM n t.ENAX ENT oTRUCr-ION SOIL TRI � .SOB ADDRESS: r? )R: 6, 7 that va have pmbvaw the mba6 described co n for wO the standards of the NaW4 Past Control A=dIttfom Total galkm wed- -nme of Treebt 3 �1* T, re am ent Re*i at PerimeW fbr Mnal Wq)ectlon --H, A % Signature Me; 7fte snue be a amptod f= fir evdfvqukW burbNat 4: im pp bw ~ up by the fur &m of wO #4maYm ar ft F=04.Ld Cfftmbw4" cep/0"C" af &mft A $Wbompmay to 16249 dpitoft .. nalt anam!!r as wgh mwmd, pVWft80WfQrft--p0W d*pA*&&h%WfVW&70Wa"Ar10 C&db* .Owpmw* ft !T�w foist mfftw of ft 4wambr, mm aw &88* ahem/Um4)#="JWA LaWKWWWO a m6la Y and mxtw alpim =4 V, xvt &W96 d*vkaf borer ffn~ lbr t P'ec,t�jvi� MAY I s 201Z wt &W ft fam n ka he an d* job p onpvd*v7 wx to &W a m4xve4w w,E1ae►'IL�:tfsta►at�olEtrJQ°bttp Ord o ftonatIs 6wptw &4ftpm,Jib % 1770 nw&MM to aw mbmnt -* bcaft Aw *Oft a mr#b* MF&d of ar &04 Aran/ cdww ,bw&ow Shag St Lude County requires fbr th Roal Inspecdon for CQ,, a P406*ent StkJw W hd pkmd an Continental Florida Materials Inc. % conTinenTF-11111111110- a I 13450 VV: Sunrise Blvd., Suite 430 SunriseL'FL 33323 Tel: (954) 858-0780 H E I D E L B E RG C E M E N ' Group CAUTION!! 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 exposed skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his UU ! 9c-,YYYY 1111 PPPIII�3•llllll 1111 ri het} cement mixtures into eyes, rinse immediately Drivers to n i �, ` get equipment. are not permitted ,5 �9p r I �� .. rid Pe/1 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 Ill ��/ �� �'�O U O U masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his C'rGN 1 l.) p I71 CC, t El C I ii1C f IC 1 (; t?� particles which, without the use of proper eye or acceptance of risk for any loss or damage. `;; % 7 -S 5 EL V i 1 it 1t 110 respiratory protection, could cause eye or nose l acknowledge that / have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida f understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASEER/PURCHASERSAGENT IC;8 3 t.: �:'•r);P SOLD TO P.O. NUMBER ORDERED BY .I: ZONE JOB NUMBER TIMETICKETED DELIVER TO DATE TICKET 03,:rt �'l�rt: 1.-, C.��xl.'t-'. %t P06111 "i, 14V I -f-i 0-1t fj: Q i"I-: 't UJI D IT) Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE,,,, PRICE PRICE .I tt�o t + ,t ip t4f� .t+ 3e t'Y4.•1 :'?I''t_� hjR.• itrt 1t i t_I<i �•r-:�,t' 1'�yll'B" ,ter AR 2 pp 2012 Truck # Plant # Slump Due at Job Use of Concrete SUBTOTAL ` Calcium f,"10 Air Entrain Super Plas. Drivers Name TAX i I'I1 4 11< +t-,l if'' i ON 1 ❑ CONCRETE TESTED TOTAL Delivery Instructions t-("iTR A rc CUSTOMER 1. WARRANTY: The materials sold by Continental F Materials Inc. (hereinafter "Continental") are warranted fj )ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of as uthcr warranties (whether written, oral or implied), includir,,, ,,,Y .warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential; special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. 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 r, rffec 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 •isult 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, m lr,rials,;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 limiteu 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 purchasers 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. CO.L..LE.CT.ION_COST.$: 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 Rroward County, Florida. 5..MIX_S..UDE.../LOC6TjON5: 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 SITF_: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. B. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9..C..UAN_.TITES: 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 quanldy of products listed on the Continental delivery ticket. 10.MLNIM._.UM L,QAD CHAj.E: 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.WNTING 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.TECHNICALASSISTANCE: 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. 15SAFETY�T'A: 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 after 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 incorpora^ ed 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 detefminative, Continental Florida Materials Inc. �, conTinenTRL 13450 W. Sunrise Blvd., Suite 430 _ ' Sunrise, FL 33323 i-IEIDELBERGCEMENTGt'oup 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 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 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to d UUU;IIUII LLII @ ii11 } llllll� 999�{!! oUUU1 {�i 999VUU { Ltllll�pp yyyYY fffF((jjgg 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 /` pi O 6 masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his O O particles which, without the use of proper eye or acceptance of risk for any loss or damage. j=QR f }}ICRU (b) y;jjj`;iCIRCTE PLAAj',l!- respiratory protection, could cause eye or nose l acknowledge that 1 have received and 3778 SEI V I i Z F100 ' 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-crossed1at 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. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASERIPURCHASER S AGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO335i,3`� 1 ICI DN"E-Y HALA.S C;GsNCUE 4 , QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED tt, ,e+rn t� I tau: r���� b.kJ `V' s SYh� L 4'Jp Y)4l /ll0 1-4t�� h',l�! Truck # I Plant # Slump Calcium Air Entrain Super Plas. 10 9 8 7 6 B 4 S S 1 i PURCHASER/ J PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO DATE TICKET' OR.OiwR e 3 Y 6608 1,iPAN 1 Li f l _h h Fal_'41) �Coricrete Disposal: yds PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED CODE MEASURE PRICE PRICE Ell R J='.Y IR i, f_6_t i P R WE t%rs j~fklll I t % P��SIt Due'at lob Use of Concrete ' St. t_uci Public Works Drivers Name t. LucieWLQW, FL TAX ❑ CONCRETE TESTED PaT► F47Q I LeDl+V TOTAL ery Instructions _ _ ICU 1. WARRANWY: Tat waterials sold by Conti+ Florida Materials Inc. (hereinafter "Continental") are warr for 1 year from the date ot'deliG;�ry 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 material -upon delivery : and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that, no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. 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.ail 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 appeah for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX .CODEILOC.A...T.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 QEi I:Y F y�SJTE-COND_I.TIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may,feab8p. 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 -a, 66 ate access for delivery cannot be obtained. 7. UNA`TTt06ED DELIVERY SITE: Where delivery of producis is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery r't ckets. 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 sin 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. CURNT,tTlES: 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.....I.N.IMUM 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 track without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ,,tSTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising 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 D: The Material Safety Data Sheets for the products sold lay Continental are available upon request. ODI 16.MFICATAATION OF TERMS: No employee or agent of Continental has the authority, in the absence clan 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' terns 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 purchasr 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 contrac, or purchase order, the terms herein shall prevail and be determinative, anTinranTm. w Continental Florida Matite 43 �lnc. �13450 W. Sunrise Blvd., Suite 430 _ Sunrise, FL 33323 Tgl: (954) 858 0780 CAUTION!! Fieshly mixed cement, mortar, UNLOADING Drivers are prohibited ,'HEIDELBERGCEMENTGroup poncreie or grout -may cause,sk"in injury. Avoid from _delivering concrete except under the t; 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 � �� Z_ � (cement mixtures get into eyes, rinse.immediately equipment. Drivers are not permitted to / r I� i�666i9114iG4EE99 �6611 PPP �Ill33tiJ}ftl! UUU 111�f�J _�N 444 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 O G� masonry units may result in the release of dust the Purchaser/Purchaser's Agent. and his O b particles which, without the use of proper eye or acceptance of risk for any loss or damage. 1I PH � P t ['KF (� i [;L�'y �i g;E I f i-'�,f ;i•j ( respiratory protection, could cause eye or nose / acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket r.` c•� r„��. .a,h 4`i the products sold by Continental Florida .l understand and agree to the terms on C,iirb line•d�dssed+at'P ichaser/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. F}FjRIVAL TIMC' START POUR TIME FINISH POUR TIME LEAVE JOB TIME l `y A 0 SOLD P.O. NUMBER/ORDERED BY 7 1 10 - 9 8 7 6 8 %4 �. 90 3 S 1 F PURCHASER/ PURCHASER'S AGENT JR ER tr -:,,° : aTIME DELIVER TO DATE f f r p'j,+;. P TICKET C!I"?DF.P E 19 &OD11,417-Y I-i6?l..—S- CONCRE:TC MAIM wPWIId rl-1 I.P1J,;).'0I-W) Concrete Disposal: QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE , nf��y �iii .' _,c'ytyf.,,. 4.=5' f, 4ido.��s� �`'...>t`�d•iiJ.. P�`t¢�i;rl--'ii.�13 is 34v-}.i,•.. �..t ' (1, GO !t A 00 J1 0. t;)v F :' K-Aq F)PI'll.I t J l'R.J� 1. ` 01 I_ 15 4 .. Truck # I Plant # Calcium Air Entrain i-''tlfblt. 1 Delivery Instructions �.:rgr�rj F111'L oConeeDea�ob UsefSlump o Y", i SUB T OTAL Super Plas. { Drivers Name TAX p ❑ CONCRETE TESTED _AEI„ , raj rtiH n_ TOTAL J . yds EXTENDED PRICE "° re CUSTOMER b ^' s� 1. WA..R.R -1materials sold by Cor 31 Florida Materials Inc. (hereinafter "Continental") are wa d for 1 year from the date of del ver�'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 material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, 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 andror 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 purchas;x and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, ndirect, 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 DAZE: 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, CQLL.ECT10N_CO....STS; Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. M_GODELL..00ATIONS: 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. UNAITENDF_D DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for une 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. tCiU_ANTIT..iES: 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_.IN_,IMUM.LOAD. CH.A..R..G...E: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. ' 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.1ECHN! ALAS.SISTAI�CE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY.DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of !his 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 vpersede 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. Continental Florida Materials Inc. -conTln ° �, nTRL, 13450 W. Sunrise Blvd., Suite 430 — Sunrise, FL 33323 r i-IEIDELBERGCEMENTGroup 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 contact with eyes where possible and wash truck's own power, and where site conditions IjJry �g�R�� �W�F��)�i�� ����� ���U� �4�d� ��� �ly�g exposed skin areas promptly with water. If any permit the safe and proper operation of his !p �Fjl 1j Up [g11 y( 1 g1 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to t5 5 �i � t• f h• and repeatedly with water and get prompt medical add water to the mix nor to go beyond the r , r �S treatment. Sawing, or grinding of concrete curb line, except upon the authorization of .41 masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his �* FORT 1,311.>i CF--' f 5) �,illvfwRE TE fr+l. ANT particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose / acknowledge that / have received and 3778 Kl V I T r. RiIAD irritation. The Material Safety Data Sheets for accepted the materials fisted on this ticket' i hr,'r+'7 �_� w 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. S AGENT P.O. NUMBER/ ORDERED BY 1 !J3r t6r`„J`.} SOLD T` O : RQENEY C:01,11r1RE- T E QUANTITY QUANTITY 'QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE i33la�1•�, .]�11a 0 t�,, 401 . �1vJ r�77':� '.Sill. 001 JI:�a% f b Truck # Plant # ;Slump Due t J 10 9 8 7 6 5 4 3 1 S PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER TIMETICKEfED + DELIVER TO DI ConcAe Disposal: PRODUCT DESCRIPTION UNIT OF r MEASURE FIBER R 17MRII.-L.ATED Ia 50 LDS 0.6 Use of Concrete Calcium Air Entrain Super Plas. Drivers Name i ❑ CONCRETE TESTED yds UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL Delivery Instructions Cl1STnMFR 1. WARRANTY:17T materfa€s sold by Continenra, Florida Materials Inc. (hereinafter "Continental") are warrameo for 1 year from the date of deliveryto 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 material upon delivery and before Installation to discover any defects, latent or otherwise, arid 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 havecaused 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 darnages, 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 past -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 Lie readyrnix concrete. 6, DELiVE3Y 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 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. QEL_..AYS: 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 shalt accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered Oro 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 loads of not less than five .yards. There will be ashort 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. 12ENVfR...O.NM.ENTAI_ DHARGE: 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.TECHNICALASSISTANCE: 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 DA_..TA: The Material Safety Data Sheets for the products sold lay Continental'are available upon request. 16 :MODIj_oATION 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. DUNKUBERGER engineering & testing, inc. JI Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6608 Spanish Lakes Blvd Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1108-0085 Date Tested: 2/29/2012 Client Name: Wynne Building Corporation Technician Initials: FSR 8000 South US 1 #402 Report Date: 2/29/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laboratory �___.�...._._. ProctorLL T , FieIdlTests: . Maximum Dry Density (pcf) Optimum Moisture (%) Dry Density (Pcf) Cone Resistance (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 112 13 112.3 --- 8.4 95 100 Pass 2 12 112 13 109.7 --- 8.6 95 97.9 Pass 3 12 112 13 114.6 --- 9.7 95 102 Pass Type of Field Density Test: F ASTM D 1556 r ASTM D 6938 r' ASTM D 2937 Minimum Required Compaction Based on: i✓ AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 20463 Daily Standard Count: Density: 2081 Moisture: 662 ' Soil;Type� _ ` ;;Elevations ~ Test Location: 6608 Spanish Lakes Blvd, Structural F>lI 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) Elevation/Depth Referenced to: 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: F NGVD MSL r 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) David T. Yo gstro 2012 Xiaoyan Zheng, P.E., PhD Senior Proje t ana er MAR FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordan&a4ithh Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-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 41 �s Kenneth Arnold From: Monica Barrios Sent: Wednesday, January 11, 2012 8:54 AM To: Kenneth Arnold Subject: FW: Wirenutz to be removed from permit FYI From: Wirenutzinc@aol.com [mailto:Wirenutzinc@aol.com] Sent: Tuesday, January 10, 2012 3:26 PM To: Monica Barrios Subject: Wirenutz to be removed from permit I would like to be removed from the electrical permit for 10535 S.Ocean Drive please. Eric Letourneau, President Wirenutz, Inc PO Box 13358 Fort Pierce, FI 34979 Phone: 772-466-0500 Fax: 772-466-0590 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please nofify the sender by reply e-mail and delete all materials from all computers. n CHANG&OF SUB -CONTRACTOR FORM MASTER PERMIT NUMBER: I M IIL (MAIN QUALIFIER), AM REQUESTING CHANGE OF SUB -CONTRACTOR FROM L QI� r'tf i Z a) j o Ii ILA 'Q (#) TO d e T 2a FOR THE PROJECT LOCATED AT S 1 Apo dpQ(,jo535 - f o5�i► �C.) (Project Street Address of Property Tax 'ID #) BUSINESS QUALIFIER (Name of the individual shown on Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED C NTRACTOR'S SIGNATURE PRINT NAME Business Name: Address: City/State/Zip: Phone: 373 DATE email: lilt I/us �� 7" 7 Qv L • �Q { r —,, of -_< PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY ',¢JUP lJ�r Asa- S d bO will be using the following sub -contractors for the (Company/Individual Name) project located at Svc-����-/� (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 ��112Q) �Z.� L Out C L Plumbing HVAC/ Mechanical Roofing Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: �0 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: I V U '® o State of Florida Certification Number (If applicable): �C 00003 &� �, OLD C SF9(1i k.S 1k1C have agreed to be the (Company Name/Individual Name) sub -contractor for (S\tyur ooO 4,v (Type of Trade) (Primary Contractor) for the project located at _ ° 6vi L' �'�j' l D 5 �S ' l� J`� ° C LI N (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 SIGNAT PRINT NAME DAT Business Name: M' tT_I %GU (::�c/W_S:A /w%­ bC-.a-v I W\J z Address: � 0�� � ��g"�'f r =Z ,g City/State/Zip: Phone: email: t-c. i �r-�•�i OFFICE USE ONLY: PERMIT # ISSUE DATE St. Lucie County Building & Zoning Department 2300 Virginia Avenue r" Fort Pierce FL 34982 772.462.2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date, ,_Av� Permit Number:. �� C Property Address: C .(.0 c �` THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRIC.,',,L POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PRE' PARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ,ACKNOWLEDGE AND AGREE AS FOLLOWS: 1,. This temporary power release is requested for the above stated purpose onl3 , and there will he no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we heresy agree to abide by all terms and Pon���t��n�-- of this agreement, including Building Division Policy, which 3. A;ll conditions and requirements listed in the attached docun, "Requirements for 30 ]Day Power for Testing" • have been fulfil G (Jrf i p xnpliance inspection. 4. All requests for an extension beyond 30 days must' be made it tang the reason for the request. Power may be removed from the site and/or ✓ * Inspection has not been approved within 30 days. A fee of $700.00 willlI I der. �J WE HEREBY RELEASE AND AGREE TO HOLD HARMLJ, 'ND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLA _ WHICH :MAY ARISE NOW OR IN THE FUTURE OUT OF' xxxx5'.['.KANS,ACTION, INCLUDING ANY DAMAGI+a WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWFIj1 THE EVENT OF VIOLATION OF THIS AGREEMENT. „�_ DATE OWN � r GENE T1tAC R S r ATE t-/ 1. \ t,)\ EI. ECT,ItICAL CONTRACTOR SIGNATURE pAT.F, RECEIV. OCT 23, 2011 PI-Iblic 14V0111 WY{vi4E BUILDING CORPORJ,s. _iON 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie December 8, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6608 Spanish Lakes Blvd. Permit # 1108-0085 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to 12 Juan Carlos in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 JOSEPH E. SMITH, CLERK OF THFt,CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3614518 OR BOOK 33,' ''.PAGE 850, Recorded 08/02/2011 at 101 AM AFTER RE ORDW •RETU TO' PERMrT NUMBER: 'Ihi.$'P,u•e ix r.•alrrW rur rrwn'dir,�:nln L: J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to 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 -19 0 0 IS) SUBDIVISIot arwf3-ysBLOC[t 6/7� 4 39 LOT all thaBt part lying northeast of 95 osad 2. GENERAL DESCRIPTION OFIMPROVEMENT:, single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S_ US1, Suite 402 PSLI FL 34952' c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL. FL 34952 772-R7R-5511 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, FL. NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b). Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) .20_ -------..,...,.—ra.eer.ir 201- 0590 Matthew Lyle Wynne Vice -President Signature of Owner or Print Name and Provide Signatory's Title/Ofrice Owner's Authorized 0trice r/D irector/Partner/Manager State of Florida County of St-, r.l i r i e r �/� � t[ S /-Ff/ 6-S r .20 The foregoing instrument was acknowledged before me this day of I ,t By Matthew Lyle Wynne as /C �'Q�/DES (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney to fact) porwynne Building Corporation (Name of parry on behalf or whom instrument was executed) Personally Known oi' produced the followuig type of TD. ............ DOROTHY ANN HAFNER /f c,P` t Notary Public -State of Florida 1)n 2 oTi~[ Y i`tNN RF.Je� c MY Comm, i itplres O 827t 2. 20 ;_;, mod` 12 Commisalon Y DO 8,.ry (Printed Name of Notary Public) (SignatureofN Public) t'�'`•'I '%�wR,,.•`- Bonded Through National Notary Assn. Under penalties of perjury. T declare that I have read the foregoing and that the facts in it are a to the best o my k o e e an belief (section 92.525, Florida Statutes). Signature(s) of Owne or Owner(s)' Authorize fficer/DirectorfPartner/Manager who signed above: By n� R— eN30n007(R.—dinaj STATE Of FLORIDA ST. LUCIE COUNTY TH TR OR By Da St. --acie County Building& Zonin's 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Aoky;s \-=1�-i S (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 HVAC/ Comfort Control of St. Lucie 8288 Mecbanical CACO24379 Roofing Treasure Coast Roofing & 2tihn7 Wateruroofincr, LLC 3 2 9 5 9 Gas _.CC('1 IIPERMIT I I ISSUE DATE: NUMBER: I II ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: c2o q."� State of Florida Certification Number (if applicable): G dO ["� 9 4 162 S4- te c 1^C i nC , have agreed to be the (Company Name/Individual Name) e le c f rr cal sub -contractor for �,(J ✓1 U D Y? CD(p - (Type of Trade) (rimary Contractor) for the project located at (Project Street A dress 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 �_.t'r ,nce, _4 '- (4 qAv\ ZIAUREePRINT NAME DATE Business Name: S ' t lj:o c. A Address: City/State/Zip: Phone: % 7a,- �R7- /0YID 6 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P 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-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located atcocvoq,! �•S� (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 Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE q VA DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDI-NG & ZONING DEPARTMENT <ORIO BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q 9 8 R State of Florida Certification Number (if applicable): C AC 0 2 4 3 7 9 Comfort 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 prof e c t located at(,G_%3q -,_)z_1' � (Project Stree 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 SIGNATU Barry Zimmerman PRINT NAME 4q �� DATE BusinessNaine: Comfort Control of St. Lucie County, Inc. Address: 1 1;01 gi 1 tmnra Rtreet City/State/Zip: Port 9 i FT, _ 3 4 9 8 3 Phone: (7 7 ) 7 8 9, _ 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE Lq i 1 - �y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P 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 Roofirig & Waterproof ing,LLChave agreed to be the (Company Name/Individual Name) Rnnfina sub -contractor for Wynne Buildinq 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 z(/L 42,: Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofinq, LLC Address: City/State/Zip: Phone: (77 ) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST.'LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:(da��S��S�ci`�-;iN� #1 306-1 1 1-0001-000.10; 6/7 34 39 all thatlaart lying (Tax ID/Legaldescription/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 w ich will not adversely affect the immediate community. Matthew T,yl e Wynne Property Owner Name Properly Own&r S.ignature-t Date STATE OF FLORIDA, COUNTY OF S t . Lucie ACKNOWLEDGED BEFORE ME THIS ' / DAY OF 114 S77—,20—LI BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE """'�• DOROTHY ANN HAFNER Notary Public - State of Florida • « : • _ My Comm. Expires Oct 2, 2012 Commission # DO 827096 Bonded Through National Notary Assn. No. DESCRIPTION Vuuc Section -2- BUILDING PLANNING (Chapter.'I) LOCAL DESIGN CRITEF -'able R301.2(1) unless Weathering _ : P 4 G L ""' noted otherwise) Frost line depth jL%R Floor live load (Table R301.5) �/ 5 psf Roof live load (Table R301.6) 3 7psf Termite area Decay area 7 oa Ground snow load IU >` psf Winter design temperature S' Basic wind speed % Lt D mph Ice barrier underlayment required - Wind exposure category (R301.2.1.4) Flood hazards 1`.1114 High wind design criteria applicable .(R301. 2.1.1) 1 / 3 Seismic design category (SDC)� (Figure R301.2(2)] SDC C&D provisions (R301.2.2) N �A ROOM PLANNING R REMENTS (R303 through R EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Use ftz Width ceilin ceilin li ht Natural venmauun Living 120 7`-0" 7'-0" 5'-0" 8%floor area 4% floor area Dining 70 7'4" T-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'-0" 8% floor area 4% floor area Bathroom N.A. (V.A T-0" 5'-o"t 3 square feet 1�/Z square feet . See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-B" min. over plumbing fixtures. Required heating (R303.8) SANI'TION (R306 and R307) / Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter30) P/---Floorsurface noncombustible; sloped floor (R309.3) /V //,' 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) / ///9 Private disposal (Appendix 1) A/ 44 Window wells (R3t0.2) GLAZING (13308) f� r/r'1 Exit balconies (R311.2.1) j r5,� Identification (R308.1) r/ Exit access or hallway 7 3' (R3f1.3) AV % Louvered windows or jalousies (R306.2) ✓ One exit from each dwelling unit (01f.4.1) (R Human impact Ioa3slhezaTdous locations---� . (R308.3/R308.4) G. Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) 01 /R Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 73/4`; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 618" V No opening between garage and sleeping (R311.5) room (R309.1) // /t4 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) _ 13fg" solid- wood doors, 20-minute fire -rated ;/1P Special, stairways (R311.5.8) /d doors (R309.1) Ramp slope (1:12 maximum) (R311.6) 1/ Penetrations (R309.I. f, R309.1.2) Ramp landing, minimum Tx 3' (R3f1.6.2) Garage -dwelling separation;'/2" gypsum board on garage side, except Ste" Type X re- /0 Ramp handrails; one required if slope > 1:12 (R311.6.3) quired below habitable rooms (R309.2) -3- Under stair prc, ' m (R311.2.2) DWELLING UNIT SEPARATION (R317) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type It grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Tw, ily dwellings: 1-hour fire -resistance rati,-,-, ;. ` 317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) A� Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R316) Location and interconnection (R313.2) Required (R3M.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) rnann Ri as r►r� �oa�nl (' Proteclion required (Table R301.2(1), R3f9.l, 14151 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLAND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) t� Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) Iel'sl Quality mark (R319.2 and R320.1.1) SITE ADDRESS (11321) .) Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) tV (4 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) f General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �✓✓ Wood foundations (R402.1) Sill plate bolting in concrete/masonry = VZ' di- / ameter bolts or as required for unbalanced fill 1/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table —FO`OTINGGS-(R403)-------------------------- —R B4 (2)r _ ,, Soil bearing value (R401.4, R403.1) ,1 °j Footings adjacent to slopes (R403.1.7) . ooting width (seepage 5) Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but S footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing Footings in SDC.0 orD.(R403.1.2, R403.1.3 (Tables R404.1(1) and R404.1(2)J and R403.1.6.1) Av� Masonry and concrete foundation walls R404.1.1, 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 R403.1.4.2) Maximum wall height (Tables R404. i(i) - R404,1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- TABLE R403.1 �rner rnn wrnru ne _ _ 1,500 Convenfional light —frame construction 1-storms_1 12 vrr� roe r t OR MASUNRY LOAD -BEARING VALUE'. OIL (psf 2,000 i 3,000 12 12 14000 12 2-stor 15 3 stor 23 12 i7 12 12 12 12 4-inch brick veneer over light frame or 8-inch hallow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-stary 32 24 16 12 8•Ineh solid or full routed masonry 1-story16 12 I 12 12 2-story 29 21 14 12 Q_chry 47 i 32 21 16 For 51: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa �"�,hprp ^ ^icuum foalino widlhis 1 inrf,P� a Ginale wvlhe of solid or fulfy grouted 12-inch nominal concrete masonry unlls is permilled. FOUNDATION WALLS (cont'd.) COLUMNS (R407j— 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(1� 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 (R408) Sill plate size (R404.3) Ventilation (R408.1 and R408.2) insulating concrete fors (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade'` (R405) - Soil class (Table R405.1) Removal of debris (R408.5) Dampproofing if basements are below grade* Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table" (R406.2) If uninhabitable, see under -floor space (R408) _ _. __. _ _ . FLOORS (Chapter 5) _ WOOD JOISTS 'AND GIRDERS (R502) Bearing 1:5" minl 1 3`0 - masonry or concrete) and lapped joists (3") Species and grade (R502,1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] J R502.7.1) Joists — Nonsleeping 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)] Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (13502.11) bearing walls [Table R502.5(1)] — Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUIVIOMM FL-.11 LJr- JrICHI rI IIVl7 kM3U,1. 1' Allowable span ( R503.1) End joints (R503,1.1) STEEL FLOOR FRAMING (R505) Cold ,d steel; applicability limits; in -line frarn111g t 505.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) r Material (R505.2.4) Thickness (R503.2.1) Identification (R505.2.2) Allowable spans (Tables R503.2, 1. 1(1) and Corrosion protection (R505.2.3) R503.2,1.1(2)) Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) r Grade (R503.3.1) G Thickness (R503,3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" / gravel or'/," crushed stone (R504.2.1) f Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R505.3) Cq'gR TE FLOORS (ON GROUND) (R506) �Thickness: 3112" minimum; Concrete strength �,-(R506.1) fill = B"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERA 601) _sign (R601.2) Component and cladding wind loads [Table P 9 �01.2(2)] Windows in windborne debris regions (R301-2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602,3(1) and R602.3(2)] Fireblocking (R60Z.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and /R602.10.3) _ Wall bracing amount and location (Table /� R602.10.1) Wall bracing length (R602.10.4) /�,- 0- SQC D (R602,10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) — - -- 1--Stud-grade-(R602-..2)_.. Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R60Z.5) j'`L;/'� Drilling and notching — studs (R602.6) �V f P Drilling and notching —top plate (R602.6.1) S� Headers [Tables R502.5(1), R502.50, R602.7.2 and Figure R602.7.2] Structural framing (R603.2) Material (R603.2.1) it Identification (R603.2.2) --Corrosion protection(R60323) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) _ Wood structural, s (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) _ General design (R606) SDC C and D (R606.12) Unit masonry (R607) A./ i(Multiple wythe masonry (R608) (// Grouted masonry (R609) P'�Ar Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTIO ' 111) General design (R611.1 and R611.2) Type of ICF wall design (R61 f.3 - R611.5) i/nIlE, Construction requirements (R611.7- R01.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION X612) v"4- Design basis (R612.1) WINDOWS & DOORS (R613) V ' General; window sills; performance•, testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (11702) �` Wood shakes and shingles (R703.5) N 1/ Plaster material (R702.2)-- (4 IT stone & masonry veneer (R703.7 & Figure f`. laster support (R702.2.1) R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each and (R703.7.3) wire or#22 U.S. �' ►7 ' Gypsum board support, application and fas-�' Veneer ties: #9 U.S, gage tening .(R702.3.2 - R702.3.8) gage by'/a" corrugated metal; 24" o.c. maxi: mum horizontal spacing; 2.67 square feet Ceramic tile (R702.4) maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feet) Other finishes (R702.5 and R702.6J (R703.7.4.1) EXTERIOR WALL COVERING (R703) !'A Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) Ai,Exterior insulation finish systems (R703.9) Wood siding (R703.3) Attachment and minimum thickness (Table y`�- Fiber cement siding (R703.10) 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) /'V %' Fire -retardant -treated wood (R802.1-S / Framing details (R802.'-j.1 Rafter tie W o.c.) (R602.3.1) N� Collar ties (4' o.c., in upper third of attic) (R602.3.1) Lateral support and bridging(R802.8) y�.-Sr Framing of openings (R802.9) `- Wood trusses (R802. l..b. :LZRooftie•down (R802.' 2. 9 CEILING JOISTS [Tables R802.40), R802.4(2)] �1-6YLf _ With attic storage LL = 20psf ;�✓ spacing li 1 Species Grade Purlins (2" x 4" at 4' o.c. minimum) (Figure 401 2.3.1 Size f n' Bearing (R802.• _4:.4 - Ilt-f Cutting and notching (R802: Engineered wood products (R802.1, 6 -7- RAFTERS [Tables R802.5. - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached 4Spacing 9! Species Grade Spa n Size Hr/HR; Adjustment factor STEEL ROOF Ff _ -4G (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) i dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R606.1, R806.Z, G de - ' Thickness ATTIC AC S (R807) Access requirements (807,1) NM' TW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)1 8,03.�,2 INSULATION CLEARANCE (R808) Installation (R803.2.3) 'At —Insulation requirements (R606.3, R808.1) ROOF ASSEMBLIES (Chapter 9) RO�FS1FICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) /'L�%� Flashing (R903.2) /'1' /'✓' Coping (R903.3) 1!, Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical - ----.-chamcterisficsi_i!iertification _(R904.2 --- - R904.4) - REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) Wood shakes (R905.8) (Z" It -up roofs (R905.9) Metal roof panels (R905.10) 14 Modified bitumen roofing (R905.11) /-,�' /4 Thermoset single -ply roofing (R905.12) -8- Thermoplastic single -ply roofing (R905.13) /.- Ili Sprayed polyurethane foam roofing (R905.N) Liquid -applied coatings (R905.15) ROOF I. LATION (R906) General (R906. i) REROOFING (R907) Materials and methods (R907.1) Structural support (R907,2) Recover vs replace (R907.3) MASONRY FIREPLACES (R 1) Construction (Figure R1001.1 and Table R 1001.1) SDC D reinforcing/anchorage (R1001.3 and Spark ar s (RI 003.9.1) Wall thickness; ? 4" (R1003.10) Flue lining - material/installation (R1003,11 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions ()31001.5 and Flue area (appliance) (R1003.14) R1001.6) (masonry lace R1003.15) Flue area ( Y fireplace ) Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.f9) Fireplace clearance (R1001.11) f'hin]ileY crickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (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) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) i FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) AIntake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) / � Building envelope (N1102) CJ Compliance; material and equipment (N1101.2, N1101.3) Mechanical systems (NM03) Climate zone (Table N1101.2) -See energy conservation plan review record -- MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) /rv�f Appliance access (M1305, M1401) f0t- j�pliance installation (M1307) Heating and cooling equipment; heating /and cooling load calculations (Chapter 14) "/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) J✓ (� Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 16) Al / pecial fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter20) A,, Hydronic piping (Chapter 21) /I/ Special piping and storage systems (Chapter 22) Solarsystems (Chapter23) Penetrations of fire -resistance rated assem- - blies (R317.3) 11 Application (G2," I) General regulations (G2404) Pipe :j (G2413) Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) -Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) fill"' Water service location and depth (P2603, _ Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605,1) Piping installation (G2415 and G2419) A41, Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) -distribution systern-desigra- Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) % l� � % Listed plastic materials (P2606) Backwater valves (P3008) Plumbing fixtures (Chapter 27) %/'- r Fixture traps (P3201) C/ Water heater size and location (Chapter 28) N i Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) 7v ; 14 . Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) �'a f Listed and labeled materials (E3303) i'r/ 5 iring methods (Chapter 37) Service equipment and location E3501, c/ Required lighting and receptacle outlets 3506) ( (E3801, E3603) Service size and load calculations (E3502) /. Devices and lighting fixtures (Chapter 39) Available fault current (E3506) Appliance installation (Chapter40) System grounding (E3507), IV Swimming pools (Chapter.41) - —�L� Required b�ancN-clrcults (E3603)- — -- — — -- =Mass 2rPmote control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with A verified ,Provisions adopted (R102.5) p Appendix E veri RADON CONTROL MEASURES (Appendix F) ,V Compliance with Appendix F verified % � Provisions adopted (R102.5J p pp -10- Provisions ado[; R102.5) Con v �le with Appendix G verified PATIO COVERS (Appendix H) Provisio adopfed (R102.5) Compliance with Appendi �i verified PRIVATE SEWAGE DISPOSAL lA&endix l adopted G BUILDINGS AND STRVtTURES (A&endix J) ix J verified SOUND TRANSMISSION (Appendix K) Provisions, adopted (R102.5) Compliance with Appendix K verified NOTES -11- 0- P . 12 e -AmA a K FIL OP," Y MIN. SETBACK REQ. FRONT Es A eefs FA A 1,4 s - c, -s -P FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A Project Name: _ PERf99 (� Builder Name: WAYNNE Street: ���►��A�S'� ��Ki.. Permit Office: City, State, Zip: FORT PIERC , FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftZ b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftz 7. Windows Description Area b. N/A N/A R= ftzc. R= ftZ a. U-Factor: Sgl, default 134.58 ftz SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ftz a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons gal a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftZ b. N/A R= ftZ EF:0. b. Conservation features c. N/A R= ftZ None 15. Credits Pstat Glass/Floor Area: 0.093 Total As -Built Modified Loads: 27.22 PASS Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by this calculation are in com fiance with the Florida Energy Code. /1 PREP DATE I hereby certify that this building, ned, is in compliance with the Florida Energy Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. _ Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. OWNE; ANT: `� BUILDING OFFICIAL: DATE: �� DATE: . ITrIE ST,q?�o.� COD � DVS 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp 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 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Overhang Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING / v Method ---- Forced Ventilation -- Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS ---- Supply ---- ---- Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJXJ Jan Feb Mar A r Ma Jun X Jul f Au X Se f [X Oct [X Nov X Dec HeatinXJan jXXjFebX� Mar XApr jXj Xj May IX JXXJ Jun Xj Jul jXXj Aug Xj Sep [X� Oct [X Nov X Dec Venting X Jan X Feb [X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 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 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 - Page 4 of 5 • 'FORM 1100A-08 ADDRESS: Code Compliance Cheklist Residential Whole Building Performance Method A - Details FORT PIERCE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: 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 112" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story 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.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. , FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ftZ None 15. Credits C stat O�r ; .LE LJY certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compJi9pt featur,ms_ Builder Signature: Date: : S&\Vx Address of New Home: (�p� � c��Sh��S��� , City/FL Zip:N_� ,KC," ,, r '3yQ5 \ o4VgE ST�q�� A. v ton *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 Summary wrightsoft® � � Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Proiect Information (� For: 'CCKV .CA<���WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes., FILE v o Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Cooling Area (ft' 1452 1452 Volume (1ft') 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25H BB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47'F 27 OF 1000 cfm 0.049 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 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A:. -r+ wrigFttsoift- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AI.c.P� E:1Wrightsoft HVAC\Wynne Corp%WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job: wrightsofte Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project Information For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Cig Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25H BB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4C'NF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 AC 1Q MASTER LAV 56 925 398 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -4 wrightsoft' Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ,�{ E:1Wrightsoft HVAC\Wynne Corp%WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 4 wcn n4004 )c)4c -1nnn 9nnn I V I Fi LJ I to i L I JV 1 - Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Ar- -Orl- wrightsofta Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 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.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 3 Exposed wall Ceiling height 151.5 ft 8.7 ft p 6.0 ft 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft' 60.0 ft' Ty Construction number U-value (Btuh/ft? °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 W I--G W. 12C-Osw 1A-rlob 12C-0sw 1A-rlob 1lio 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 487 40 148 20 21 301 6 64 315 39 30 204 16 448 0 107 18 21 295 6 64 246 39 2 188 16 1141 1197 273 605 353 752 213 224 627 1387 479 510 177 978 932 234 525 365 644 158 142 537 1029 1788 160 184 0 0 48 0 21 0 0 0 01 0 0 80 0 0 0 27 0 21 0 0 0 0 . 0 0 80 0 0 0 69 0 353 0 0 0 0 0 0 217 0 0 0 59 0 365 0 0 0 0 0 0 68 0 W -G W W Lt; G P L--D C C 16B-30ad 16C-19al 0.032 0.049 0.90 1.37 1.68 2.08 1395 56 1395 56 1250 77 2344 117 60 0 60 0 54 0 101 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration b) Room ventilation 2920 0 800 0 107 0 29 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 4 3 920 3600 0 0 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 18% 0 0 0 17945 2467 0 0 0 18521 3214 12% 14% 0 0 0 1027 125 0 0 0 621 87 Total room load Air required (cfm) 20412 1000 21734 1000 1153 56 708 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. a•}r wri.7r,tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC*�, E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 -�- 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: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 3 Exposed wall Ceiling height 46.5 ft 9.8 ft heat/cool 6.5 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft2 45.5 ft2 Ty Construction number U-value (13tuh/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 �--C �j F-G L-D 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2:55 30.24 2.55 30.24 16.80 2.55. 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.5& 0.85 11.31 260 40 0 0 0 0 0 0 196 39 0 0 0 220 0 0 0 0 0 0 0 157 39 0 0 0 561 1197 0 0 0 0 0 0 400 1387 0 0 0 481 932 0 0 0 0 0 0 343 1029 0 0 0 0 0 0 0 0 52 0 0 0 0 0 56 16 0 0 0 0 0 52 0 0 0 0 0 40 16 0 0 0 0 0 132 0 0 0 0 0 108 177 0 0 0 0 0 114 0 0 0 0 0 34 184 W IW - v I-- Imo; P I---D C C 16B-30ad 16C-19al 0.032 0.049 0.90 1.37 1.68 2.08 509 0 509 0 456 0 855 0 46 0 46 0 41 0 76 0 F 22A-tph 1.358 38.02 0.00 509 47 1768 0 46 7 247 0 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration b) Room ventilation 1012 0 277 0 115 0 32 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 2 0 460 0 0 1 11200 0 Subtotal (lines 6 to 13) 6780 6224 821 1634 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 12% 14% 0 0 0 6780 827 0 0 0 6224 873 12% 14% 0 0 0 821 100 0 0 0 1634 229 Total room load Air required (cfm) 7608 373 7096 326 921 45 1864 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ftFW wr:gr.tsort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 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.com Job: Date: APRIL 28, 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/coot 1.0 x 150.0 ft 160.0 ft' MS BATH 7.5 ft 8.0 ft heat/cool 7.0 x 7.5 ft 52.5 ft' Ty Construction number U-value (Btuh/ftZ °F) Or HTM (Btuh/ft� Area M 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%r--G 11 D 12C-Osw IA-rlob 12C-Osw lA-rlcb 11.10 12C-0sw IA-rlom 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 11 DO 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 68 0 150 0 150 0 0 0 0 0 0 0 0 0 0 0 68 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 185 0 134 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 252 0 0 0 0 0 0 0 60 6 0 0 0 0 0 0 53 0 53 0 0 0 0 0 54 6 0 0 0 0 0 0 53 0 8 0 0 0 0 0 138 213 0 0 0 0 0 0 47 0 285 0 0 0 0 0 118 158 0 0 0 0 0 0 88 0 0 UN --G W W P L-D C C F 6 c) AED excursion -6 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 2 0 2400 0 0 0 0 Subtotal (lines 6 to 13) 1 319 27021 816 431 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 29% 0 0 0 319 76 0 0 0 2702 785 24% 34% 0 0 0 816 195 0 0 0 431 146 Total room load Air required (cfm) 395 19 3487 160 1011 50 577 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w�:gr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC�A E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ftz MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 \t--G WI - I--c� D 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11J0 12C-Osw IA-rlom 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55. 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 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 64 0 0 0 0 153 0 0 119 0 30 0 0 64 D 0 0 0 153 0 0 89 0 2 0 0 162 0 0 0 0 390 0 0 227 0 479 0 0 139 0 0 0 0 334 0 0 194 0 1788 0 0 15V L- G W W P L--D C C F 16B-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.08 0.00 70 0 70 70 0 0 63 0 0 118 0 0 252 0 252 252 0 40 226 0 1502 423 0 0 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 0 0 01 2 0 10 460 Subtotal (lines 6 to 13) 63 117 3731 4701 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 63 15 0 0 0 117 40 12% 14% 0 0 0 3731 455 0 0 0 4701 659 Total room load Air required (cfm) 1 1 78 41 157 7 4186 205 5360 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �- wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC;K E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 - wrightsofta Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALL 0 ft 8.0 ft heat/cool 3.5 x 5.0 ft ft 17.5 ' BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 ftz Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ft� Area (ftl or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 11 TG WI - D 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11J0 12C-0sw 1A-r1om 13A-5ocs 12C-0sw 1 D_c2ow 12B-Obw 11 DO 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18- 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 45 0 45 40 0 0 0 0 0 0 0 0 0 0 0 0 45 0 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 0 190 87 0 0 0 0 0 0 0 0 0 0 0 0 76 0 0 VU I---G W W Ij1A-rlomd P L-D C C F 6 c) AED excursion 0 -1 Envelope loss/gain 1 16 29 332 162 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 16 4 0 0 0 29 10 24% 34% 0 0 0 421 100 0 0 0 187 63 Total room load 19 39 521 250 Air required (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �}+- wrigr�tsore- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ��. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 - wrightsoft' Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heaVcool 12.5 x 15.5 ft 193.8 ft' MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft) Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11T�IJD11J0 Vdl L-G 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 126-0bw 11DO 166-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0,032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 124 0 100 20 0 36 0 0 0 0 0 0 0 194 0 194 124 0 80 18 0 36 0 0 0 0 0 0 0 194 0 33 316 0 204 605 0 92 0 0 0 0 0 0 0 174 0 1236 271 0 175 525 0 79 0 0 0 0 0 0 0 326 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 56 56 0. 0 0 0 0 0 0 64 0 0 0 0 0 0 56 8 0 0 0 0 0 0 0 224 0 0 0 0 0 0 77 304 0 0 0 0 0 0 0 142 0 0 0 0 0 0 117 0 T--G W W IjIl--� PI - L-U C C F 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 677 0 158 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 12% 14% 0 0 0 3203 391 0 0 0 1578 221 24% 34% 0 0 0 747 178 0 0 0 297 101 Total room load Air required (cfm) 1 3594 176 1799 83 1 1 925 45 398 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. rW wrigr.tsope- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ,o ^ E:\Wdghtsoft HVAC1Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek` POWER rn PERFORM." RE: M11311 - Grand Carlton 9' Porch Site Information: Customer Info: Wynne Building Corp Lot/Block: Address: n/a City: St. Lucie Project Name: Grand Carlton- 9' porch Subdivision: State: FL MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Model: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. S_ea_l# Truss Name _Date No. Seal# Name Date 1 T4134019 A5 7/26/011 18 IT4134036_ _Truss JKJ8 7/26/011 2 _ _1 T4134020 13_ _iT4134021 A6_ V _17/26/011 I A7 17/26/011 I I I I 1_i T4134022 I A8 .17/26/011 1 5 _ J T4134023 16 i T4134024 LA9_ _ __ I A L7/26/011 17/226/011 L _ T4134025 _G RA __ 7/26/O 1J 18 I T4134026 I GRB 17/226/011 19 I T4134027 I J 1 17/26/011 110_ �T4134028J Llj__I T4134029 J2 _ _ 7/26/011 I J3 _ 17/26/011 112 I T4134030 I J4 17/26/011 13 I T4134031 I J5 17/26/011 I 14 i T4134032 I J6 17/26/011 I L15 ___.LT413403� J7 _L 7/26/01.1_I 116 I T4134034 I J8 17/26/011 I 117 i T4134035 I KJ7 17/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. ``0%J1 lllllllll 001 N V - ,' .i %% 0P.• 68182 cc �:• STATE OF :4U1JJ ���,� •. ,off O R 1 '•,��ss,�� N A� EEC? �. 111 FL Cert. 6634 July 26,2011 Velez; Joaquin 1 of 1 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134019 M11311 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page rt•0-Q 7-8.5 10-6 4 17-0-0 20.4.8 26-4-0 34-0-0 35 1 t-0-0 7.8-5 2-9.15 6-5-12 3-4-B r 5-11-8 7-8-0 1-0-0 Scale = 1:61.3 4.00 F12 5xB M1120= 6 2x3 M1120 II 2x3 M112011 3x6 M1120% 7 3x6 MI120-- 2x3 M1120� 4 5 8 3x4 M1120-- 3 9 2 14 10 11 j1 7x10 WIN= 15 Im 6 16 b 3x10 MII20% 13 12 3x6 MIIM0 2.00 F12 5x10 M1120= 2x3 M112011 10-6.4 20.4-8 26-4-0 34-0.0 10-6-4 9-10-4 5-11.8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/dell 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(Q -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (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 X4 SYP No.3 *Except* WEBS 1 Row at micipt 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 Harz2_ 153(LC 6) Max Uplift2= 858(LC 3), 10— 858(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5575/3114, 3-5= 5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, 9-10— 3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/395, 5-14=-2221275, 6-14=-1827/3309, 6-13— 342/543, 9-13=-664/551, 9-12=0/252 NOTES `1111I����I/I 1) Unbalanced roof live loads have been considered for this design. 11 �� Wind: U 1 N 2) ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber p P ���%` DOL=1.33 plate grip DOL=1.33 � 0'-EN--C 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. %,•• SAC`••? �� psf �,� 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 between the bottom chord and any other members, with BCDL = 10.0ps1f. N( 68182 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oC * �• •� bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=858, 10 10=858. 9 •; T F LOAD CASE(S) Standard ��'ISS •N ALE��``• 1111111 lit FL Cert. 6634 July 26,20 ® WARNING- Verify d—ign param tern and RFAD NOTES ON IRIS AND INCLUDED 6BrEV R RPERENCE PAGE Mr-7473 rm. 10.'O8 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Indlvfdual building component. Applicability of design poramenters and proper incorporation of component Is responsibility of building designer -not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ — -- fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T413402C M 11311 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1-0- 8-11-11 15-0 0 19-0-0 ,20-4-8, 26 4-0 34-0.0 35.0-0 1-0• 8-11-11 6:N 4-0-0 1.4-8 5-11-8 7-8.0 1-0 0 Scale= 1:62.6 4.00 12 5x10 M1120 � 5x6 M1120-- 5 6 2x3 M1120� 3x6 M1120-- 3x4 M1120zz� 4 3x6 M1120-- 3 7 8 2 14 9 1 10 u, US M1120= 13 IC? 3x4 M1120 = 12 WO M1120= 11 3x6 M1120zz� 5x6 M1120= 2x3 M1120 11 2.00 F12 10-6-4 15-0.0 20 4-8 26-4-0 34-0-0 10-6-4 4-5-12 5-4-8 5-11-8 7-8.0 Plate Offsets MY): : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 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 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(Q -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a Na 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 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) .2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9= 875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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=-1587/2629, 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. ►►► t 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber v I N V `,���� DOL=1.33 plate grip DOL=1.33 �� Q • , F ��� �� 3) Provide adequate drainage to prevent water ponding. ,��'QP, • \ C E N S • �� 4).This truss has been designed for 10.0 bottom live load live loads. a psf chord nonconcurrent with any other ,• �, �C`�•,• 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 i between the bottom chord and any other members. N( 6 81 82 * •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oC bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=875, = .Q 9=875. ?� T F 11J ' •• ��` LOAD CASE(S) Standard -Q • T P •�� FL Cert. 6634 July 26,20 0 WARMNC - Vmifij d—ilgn parameters and READ MOMS ON THIS AND INCLUDED WTEV REFERSpXE PAGE IMI.7473 rYu. 10•'08 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Incilvidual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. &acing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _ — fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/1PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria. VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 13.40 21-0-0 26.4.0 34-0-0 $5-0-0 _- 1110 8-11-9 4-0.7 8.0-0 5-4.0 7-8-0 1-0.0 Scale = 1:62.6 08 M1120% 08 M1120-- 4.00 12 4 5 2x3 M1120� 3 3x4 M1120-- 6 N 2 11 t 7 8 ur 7x8 M1120= 0 I6 1 6 3x10 MII20= 10 9 US M1120-- 5x12 M1120= 2.00 Ff2 2x3 M112011 10.6-4 13-0-0 20-4.8 26.4-0 34.0-0 10-6.4 2-5-12 7-4-8 5-11.8 7-8-0 Plate Offsets MY): : 2:0-4-4 Ede 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 FBC20071TP12002 (Matrix) Weight: 146lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=130510-8-0 Max Horz2=-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, 34— 4991/3006, 4-5=-2299/1492, 5-6= 2409/1503, 6-7=-3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10= 1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10=-1032/675, 5-10=-116/454, 6-10= 617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111111/ fill 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 U I N V �I DOL=1.33 plate grip DOL=1 3) Provide adequate drainage to prevent water ponding. ,`�� Q.33 �� F P.••....,,,. , E N �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�O '•, \ C S �`�•,• �� � ,• ' 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 6 81 82 •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oc * bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=890, .� 7=889. : �% �: T F W Z • LOAD CASE(S) Standard iQ • •�` r/l l t l l►N♦ FL Cert. 6634 July 26,20 A& WARNDVG - Verify design parameters and RFAD N07ES ON7HIS AND INCLUDErI WTBK REFERENCE PAGE IMI.7473 re . 10-'O8 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of binding designer -not truss designer. Bracing shown is for lateral individual Additional temporary tracing to Insure stabillty during construction is the responsibllllty of the MiTek' support of web members only. erector. Additional permanent bracing of the overall structure is the resporWbldy of the building designer. For general guidance regarding .oar•,• •r..a K 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 Oty Ply Grand Carlton 9' Porch T4134022 M11311 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:52 2011 Page 1.0-Q 8-11-9 11-0.0 15-8-4 20-4.8 23 0-0 26 1.3 34-0.0 35-0-0 0 _ 1-0-0 8.11-9 2 4-8-4 4-8.4 2-7-8 3-1-3 7-10 13 1 0 0 Scale = 1:62.6 5x6 M1120= 3x4 M1120= 2x3 MI12011 5x10 MII20z::z 4.00 F12 2X3 M11201� 4 5 6 7 3 2x3 MII20,i 8 0 1 2 13 9 10 �_ I 6 7x8 MII20= ] �, 6 3x10 M1120= 12 11 3x6 M1120-- 5x12 M1120= 3x4 M1120= 2.00 F12 10-6-4 20-4-8 23-0-0 34-0-0 10-6-4 9-10-4 2.7.8 11-0-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Vd 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(fL) -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/rP12002 (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 uide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2— 107(LC 6) Max Uplift2= 902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/305114-5= 4327/2666, 5-6=-2687/1741, 6-7= 2687/1741, 7-8=-2623/1654,8-9=-2960/1878 BOT CHORD 2-13= 3086/5036, 12-13= 2,118/3556, 11-12=-1324/2454, 9-11=-1648/2750 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. ,, p econd gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber 2) Wi L:1A33 I N V,< plate grip DO i(33 ,,��au 3) Provide adequate drainage to prevent water ponding. i � C' E N SAC`•• ��� 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 between the bottom chord and any other members. N( 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o� * •% bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=902, 10 9=902. 53 •; T F LOAD CASE(S) Standard .0 cc) • , ,C �� �0 • P • �. • 1•�. F----FL Cert. 6634 July 26,20 A WARNTNG Ve i lj design pammete and READ NOTES OX MIS AND MCLUDEV NITEK RZFERENCE PAGE IM-7473 n-u. 10.'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Ls for an Individual building component. Applicability of design param enters and proper incorporation of component is responsibility, of building designer - not tnus designer. Brocing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllity during construction is the responslblllty of the MiTek' erector. Additional permanent bracing of the overall structure is the responsblBy of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134023 MI1,311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1-0•Q 9-0-0 14-8-14 20-4-0 i 25-0 0 34-0.0 $5-0-0 �_ rt-0-0 9-0-0 5.8.14 5.7-2 4-8-0 9.0-0 1.0-0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H 3x4 M1120= 2x3 M1120 4.0012 11 7x10 MII18H_— 3 4 5 6 N1 2 7 8 N . j 0 IM 6 3x5 MIIM0 14 13 12 11 10 9 3x5 M1120-- 3x6 M1120= 3x4 M1120= 5x8 M1120= 2x3 M1120 11 2x3 M1120 11 3x6 M1120= 9-0-0 14-8-14 20.4-o 25-0 0___ 34.0-0 9-0-0 5-8-14 5-7-2 4-8-0 9.0-0 ' Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud 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(rL) -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/rP12002 (Matrix) Weight: 148 Ib 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=38510-8-0 Max Horz2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=-365(LC 6) Max Grav2=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=-491/887, 4-5=-382/760, 5-6=-3821760, 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=0/31 9 NOTES 1) Unbalanced roof live loads have been considered for this design. I11111► 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 , ��U I N DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ,��, P,Q ...... � • EN • ••�� ��i GVF�' ,� .• S 4) All plates are MT20 plates unless otherwise indicated. .• �, F 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for 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 fitZ N 68182 •' between the bottom chord and any other members. * ;• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=533, 11=948, 7=365. T F LOAD CASE(S) Standard O••, • •� • • p P '� �_�` 1• � � nlllll►►``` FL Cert. 6634 July 26,20 A WARNING. VeHfij deign param fF and READ NOTES ON Mrs AND INCLUDFiI.I b1rTE!! REFERENCE PAGE M1-7473 n-n. IO-'OS BEFORE USE. a Design valid for use only with Mifek connectors. this design Is based only upon parameters shown, and Is for an Individual bulding 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 stability during construction is the responsiblility of the support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _MiTek' .• --- fabdcation. quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tam Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134024 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Page Of A 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0.0 $5-0-q __0 _ 1-40 6-7-13 5.9-0 4-7-3 4-7-3 5-9.0 6-7-13 1-0-0 Scale = 1:59.4 4.00 F12 4x5 M1120= 6 19 2x3 M112011 1B 2x3 M112011 3x6 M1120-- 5 7 3x6 M1120-- 3x4 M1120% 4 8 3x4 M1120-- 3 9 2 10 11 �I1 144 Eli I O 17 16 15 20 21 14 13 12 3x8 M1120= 4x6 M1120= 4x6 M1120= 3x8 M1120= 2x3 M112011 3x8 M1120= 3x8 M1120= 2x3 M112011 6-T 12-4-13 21-7-3 27-4-3 34-0.0 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/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(Q -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code 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 Horz2=-154(LC 6) Max Uplift2= 880(LC 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. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MW FRS (low-rise); Lumber v I N ,`���� DOL=1.33 plate grip DOL=1.33 ,♦� PQ 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • G E•N S •, �� �� ,♦ ,t� �, 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 �, \ �� : ,• �t`'•,� between the bottom chord and any other members, with BCDL=10.Opsf. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=880, Z * :: N( 68182 �. 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, _ and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. •:� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T F .'•141 LOAD CASE(S) Standard iO A, P'`�• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 \_�♦ Un'rformLoads (plf) ,��I�ss •N \;���, Vert: 1 6PI-54, 6-11= 54, 2-20=-20, 20-21=-60, 10-21=-20 AL Concentrated Loads (lb) Vert: 18— 50(F) 19=-50(F) FL Cert. 6634 July 26,20 A WARNING- VeHfij deign param 1— and READ NO TES ON THIS AND INCLODEI.r MITEIf R F.FERPNCE PAGE MII.7473 re . 10-WS BEFORE USE. x 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 paramentersand proper incorporation of component is responsibility of building designer -not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the resporuibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _ — fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPlt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnus Plate Institute, 781 N. Lee Skeet Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type cny Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 11:25:30 2011 Page 1 1-0• 8-0-0 11-1-0 17-0-0 18-61 22-2-2 26-0-0 34-0.0 5.0- 1-0- 8-0-0 3.1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0-0 1-1 TRUSS NOT SYMMETRIC Scale= 1:59.6 DO NOT ERECT THE TRUSS BACKWARDS 4xs = 11 14 s 7x12 6 17 19 6x12 4.00 F12 4 3x6 — 3 15 182 21 1G I 22 2 n 23 ^2 1 Im 0 3x5 % 29 28 27 26 25 24 3x5 o 3x5 11 3x6 = 7x8 = 3x6 = 5x6 = 6x8 = 8-0-0 11.1-0 18-6-0 26-0-0 34-0.0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-3-14 0-1-8 3:0-4-12 Ed a 21:0-4-12,Ed a 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2= 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), 26=-1697(LC 4), 22=-711(LC 4) Max Grav All reactions 250 Ito or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-10_ 736/1100, 10-12=-736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1100, 9 8 140/290, 6-9= 99/356, �� ``1111111111111 N V� I.�,' =-52/733/1 151420123/4743141173-45/344, 17 191393/279 �v BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26= 354/461, Ci E•N S • ��� ��� ,��'QP• \ 24-25=-354/461, 22-24=- 1144/1704 WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27= 526/667, 5-26=-4821421, 13-26=-832/710, : 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20— 238/314, 14-15=-472/441 + * : • N( 68182 NOTES 1) Unbalanced roof live loads have been considered for this design. -O 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 F : DOL=1.33 plate grip DOL=1.33 O ��/` 3) Provide adequate drainage to prevent water ponding. i . k Q ••' �\ 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 • • �` bottom chord live load nonconcurrent with any other live loads. ��j l�ll psf ��I,S .�% 6) * Thistrusson the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will N A� E� the bottomchord and any then memberspsf �1 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 Ito uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 Ito down and 518 Ito up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 26,201 responsibility of others. A WARNMG - Verifij design pammetc and RF-D NOTES ON THIS AND INCLUDED AHM. REFERENCE PAGE MII.7473 nv. 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. wif 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 responvbillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .e.rw.o— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Toss Plate Institute. 781 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MTek Industries, Inc. Tug Jul 26 10:33:58 2011 Page rt-0-q 7-0 0 13.8-14 20-4-0 27-0 0 34.0.0 35-0-Q _ 1-0-0 7-0-0 6.8-14 6.7-2 6.8.0 7.0-0 1 0 0 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H % 3x8 M1120= 6x10 MII20� 4.00 12 3x6 M1120= 2x3 M1120 11 3 16 17 18 4 5 19 20 6 21 22 23 7 in 1 2 8 g ,n �I Ic; 6 0 3x6 MIIM0 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 30 M1120= 2x3 M1120 II 4x6 M1120= 30 M1120= 7x8 M1120= 3x6 M1120= 2x3 M1120 II 7-0 0 13-8-14 20.4-0 27-0-0 34-0-0 7-0-0 6-8-14 17-2 6-8-0 7-0-0 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/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(rL) -0.40 13-15 >593 240 M1118H 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: 148lb 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 X4 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 Horz2=77(LC 5) Max Uplift2=-855(LC 3), 12= 2012(LC 3), 8=-459(LC 6) Max Grav2=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 2-15_ 1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10=-454/934 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=-138/762 NOTES t111�111111 ����' 1) Unbalanced roof live loads have been considered for this design. ,��� V N 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 PQU. F� ,,�� DOL=1.33 plate grip DOL=1.33 `� ,Q • • • \ .......... •, �� 0 3) Provide adequate drainage to water prevent ponding. : ,• �, 1C`••,• 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N( 68182 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 fits •� 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 and 459 lb uplift at joint 8. �• T F :• �/ 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, 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 115 �i P'•• �� 1• ��j� Ib down and 128 Ib up at 22-114, and 115 Ib down and 128 Ib up at 24-11-4, and 146 Ib down and 147 Ib up at 27-0-0 on top chord, and ISSi •' �� �% •N E 437 Ib down and 196 Ib up at 7-0-0, 901b down at 9-0-12, 90 Ib down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 901b ��� AL ,��� down at 17-0-0, 90 Ib down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and �� f I I ��►�� 196 Ib 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 July 26,20 Continued on page 2 _ A WARNING - Verify design parameter and READ NOTES ON TUTS AND INCLUDED MITEIS REFERENCE PAGE MI. r . 10.'OS REPORE USE. Design valid for use only with Mrrek 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 responsbllity of the MiTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ---- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 31Z Alexandfla, VA 22314. Tampa, FL 33610-4115 Job ITruss I Truss Type I Oly I Ply I Grand Carlton 9' Porch T41 M11311 IGRB IHIP Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Urifform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5= 115(B) 7=-106(B) 15=437(B) 10=-437(B) 16=-115(13) 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) P001 N VF< N 68182 ��• T F . • �• 11111111j1 FL Cert. 6634 July 26,20 1 A WARNING • Verify design parameters and READ NOTES ON 7711S AND DYCLUDBLr MITEKR-5FERENC8 PAGE BUI.7473 r ,. 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 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 y,,,,,,,,..,. — fabrication. quality control, storage. delivery. erection and bracing, consult ANSIfrP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job IM11311 MONO TRUSS Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 -1-0-0 1-0-0 - 1 0.0 — -I- 1-0-0 Rafar fn IINiTalr "T(1F_IJ All " flafnil fnr rnnnarfinn fn 3x4 MII20= 1.0.0 Scale = 1:6.2I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL in Vert(LL) 0.00 Vert(Q -0.00 Horz(TL) 0.00 (loc) I/dell Ud 2 >999 360 2 >999 240 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav2=125(LC 1). 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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. `%J 1111111/111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. �� Qv I N I/ I i N 68182 T FAl O •• NAi LOAD CASE(S) Standard FL Cert. 6634 July 26,2( A WARNING- Verify design pa etas and READ NOTES ON THIS AND INCLUDED M EV R.5PFRENCF PAGE MII.7473 n . 10-'OS 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 Additional temporary bracing to Insure during construction Is the respor, ibllllty of the MiTek' is for lateral support of individual web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding „w�,,., ��.�o i• fabrication. quality control. storage, delivery. erection and bracing, consult ANSI/TPll Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tn.= Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job M11311 JJ2 I MONO TRUSS Chambers Truss Inc., Fort Pierce FI. 34982 i -1-0-0 2-0-0 1-0.0 — 2.0.0 Scale = 1:7.91 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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(fL) -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/TPI2002 (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 guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Harz2=73(LC 3) Max Uplift2= 165(LC 3), 3=-34(LC 4) Max Grav2=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. 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. ttl i I � � 1 1 1 111 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. ,♦� v' N 1,?�4 LOAD CASE(S) Standard i� OP \c.E•NSF i i N 68182 r r �'.• T F % FL Cert. 6634 July 26,20 1 0 WARMNG . Vcrify design parameters and READ NOTES ON MIS AND INCLUM.o MITEK REFERENCE PAGE hill-7473 ra,. 10-'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramentersand proper incorporation of component Is responsibility of bulding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during corsstruction is the responsibillity of the M!Tek" ere for. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 T41 M 11311 I J3 I MONO TRUSS 14 I 1 I Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Tue Jul 26 10:33:59 2011 1.0.0 3-0-0 Scale = 1:9.61 30 M1120= 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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(fL) -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/TPI2002 (Matrix) Weight: 11 lb LUMBER TOP CHORD 2 X4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 guide. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) truss to truss 5) Provide mechanical connections. calconnection (by others) lof truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. ��`,,,v N' I, LOAD CASE(S) Standard ' �GEN g • �i N 68182 O:• T F '�i,��S • •N nniir,rl��` FL Cert. 6634 July 26,20 A WARMNG - Verify design paranuders and READ N07ES ON 7wrs AND nvcLUDF,D M7E8 REFERENCE PAGE A91•7473 m— 10-'08 REPORE USE. Design valid for use only with MTek connectors. This design Is based only upon perometersshown, 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 responsibillity, of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing. consult ANSI/iPll 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 IM11311 JJ4 1-0-0 MONO TRUSS 3x4 M1120= City Ply Grand Carlton 9' Porch 4 1 Job Reference o tlonal 7.140 s Oct 1 2009 MiTek In 4-0-0 4-0-0 T41 Scale = 1:11.2 1 LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(rL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Harz 2=113(LC 3) Max Uplift3= 87(LC 3), 2=-215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(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. , `, N 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. �� �I LOAD CASE(S) Standard �` , \ G•E•IV S • �'�i •V Fes• � i N 68182 T F • oo O .01 •�v S' • ...•• ' FL Cert. 6634 July 26,20 1 A WARMNG Verify design Paramete and READ NOTES ONTNS AND INCLUDED IHITEP: 17,5FERENCB PAGE 161.7473 rro. 10-'08 BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown and is for an Individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral 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 — quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. sabrication Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134031 M11311 J5 MONO TRUSS 4 1 • Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:00 2011 Page -1-0-0 5-0-0 1 _ 1-0-0 5-0-0 Scale= 1:12.9 3 4.00 F12 2 3x4 M1120= 4 5-0-0 5-0.0 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(fL) -0.06 2-4 >866 240 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: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=-123(LC 3), 2=-231(LC 3) Max Grav3=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=1.2psf; 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. 111 I1 j� `I1111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint �� I N 2. Qv �.` �P,. , ,. G E N 5�.. CASE(S) LOAD Standard `% �� N 68182 :, T F •� lo 0: �111111111♦ FL Cert. 6634 July 26,20 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEV RF.PF.RENCE PAGE Mr. reu. 10-'08 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - --- - fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII 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 33610.4115 Truss ITruss Type IOty Mi1311 I J6 I MONO TRUSS 14 I 1 I Jc Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s -1-0-0 6.0-0 1-0-0 6.0.0 Scale = 1:14.51 3x4 M1120= 6-0.0 6.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(fL) -0.14 2-4 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/fP12002 (Matrix) Weight: 20lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=140/Mechanical, 2=28510-8-0, 4=55/Mechanical Max Harz 2=155(LC 3) Max Uplift3= 158(LC 3), 2= 248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=11O(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. 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 fi, 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 t .-`0 Oki IN VF i N 68182 '�• T F FL Cert. 6634 July 26,20 Q WARNING - Verlfij d—igv paramders and READ NOTES ONTWS AND INCLIMPF, MTEK REFERENCE PAGE AUI.7473 rev. 10-V8 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 bunding 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 responsibllllty of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding — ---- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPll 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 Mi1311 1,17 diN7►LHC0b*1 T41 140 s -1-0-0 7-0-0 1-a0 7.0.0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.11 2-4 >722 360 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(fL) -0.27 2-4 >289 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=169/Mechanical, 2=32110-8-0, 4=65/Mechanical Max Harz 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. Scale: 314'=1' PLATES GRIP M1120 249/190 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 guide. 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 fi 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 t �� Oki IN VFW . EN i N 68182 �-10 Z O'.. T F '��''s`S • •N AL E�C� ,. r111111�� FL Cert. 6634 July 26,20 © WARNING- V-ifij de lgn parameters and READ NO7ES ON THIS AND MCLr1D6r$ AIM. R.SFERENCE PAGEJWI.7473 rs. 10.'OS 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 individual Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding o - -- fabrication, quality control, storage, delivery, erection and tracing, 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 M71311 I J8 1 MONO TRUSS 110 T41 8.0-0 3x4 M1120= Industries, Inc. Tue Jul 26 10:34:02 2011 Scale = 1:17.71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.35 2-4 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 31 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=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Harz 2=197(LC 3) Max Uplift3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1). 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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 togirder(s) for truss truss connections. ` 5) 2 `, Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint ` %PQ� U I N LOAD CASE(S) Standard E N S�•�� i N 68182 i�••..c�T F .� FL Cert. 6634 July 26,20 © WARNING- Vert; jJ design parameters and READ NOTES ON Mrs AND INCLUDF,D MFEV RP.FERENCE PAGE MYIMI 7473 ram. 10-'OS BEFORE USE. n Design valid for use only with MTek connectors. This design is based only upon parameters showrL and is for an Individual building component. Nil Applicability of design poram enters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown is for lateral individual Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek" support of web members only. erector. Additional permanent tracing 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/TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type Orly Ply Grand Carlton 9' Porch T4134035 MA 1311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page -1-5.0 6.8.12 9-10-1 , 1-5-0 6-8-12 3.1-5 Scale = 1:20.8 4 3x4 MI120� 2.83 � 12 3 8 7 2 9 10 6 11 5 2x3 M112011 3x4 M1120= 3x4 M1120= 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 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 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -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 FBC2007frP12002 (Matrix) Weight: 38lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max 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=-439/69515-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp 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. ,,� PQV 4) Refer to girder(s) for truss to truss connections. �� Q E• i� C' N SAC'•? 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 ,•' �,� �� 249 lb uplift at joint 5. 0 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 lbw N( 68182 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 aC * �• * _ 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 chorc _ The design/sefection of such connection device(s) is the responsibility of others. ` 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •.• T F LOAD CASE(S) Standard �.00 • . ,(` Q;�.'_��` 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform ',,��ss • I--54, •N Vert:1-4 2-5=-20 ALEc.�`,` Concentrated Loads (lb) Vert: 7=10(F=5, 8=5) 8=-115(F= 57, B=-57) 9=38(F=19, B=19) 10=-10(F= 5, B=-5) 11=-50(F=-25, B=-25) FL Cert. 6634 July 26,20 Q WARNING - Verr; fy d—ign parrnaet— and READ NOTES ON 7NfS AND INCLUDED MfTEF R SFERPNrE PAGE M. r v. 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 bug ding designer -not tnus designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilllty, of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding 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 Grand Carlton 9' Porch T4134036 Mi 1311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page -1.5-0 7-3-4 11-3-0 i _ 1-5-0 7-3-4 3-11-12 Scale = 1:20.6 4 17711 2.83 F12 3x4 M1120= 3 8 2 7 6 3x4 MII20= 2x3 M112011 3x4 MII20= 5 7-3-4 11-3-0 7-3.4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(fL) -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/rP12002 (Matrix) Weight: 44lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max 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. ,`�� N V ///' •I 4) Refer to girder(s) for truss to truss connections. ,�� Q`• F� /// 5) Provide truss to bearing 229 Ito 4, 373 lb 2 Q F� //, mechanical connection (by others) of plate capable of withstanding uplift at joint 318 Ib 6. uplift at joint ♦,� ,Q • • \ GE N S; •. and uplift at joint .• �, F••.• 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). do N( 68182 •� LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) • cc Z Vert: 1-8= 54 9 •• T F : �/ Trapezoidal Loads (plf) Vert: 8=0(17=27, 6=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) i IA ///'ass •N .�' �� AL E� 111111111 FL Cert. 6634 July 26,20 A WARNING. Verify design param�tcr and READ NOTES ON THIS AND INCLUDED AUTEF_ REFERENCE PAGE A91.7473 r . 10-'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 support of individual web members only. Additional temporary bracing to insure stability during construction is the respordbillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding -- 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 Symbols PLATE LOCATION AND ORIENTATION 374 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. 0-1/14. - -I- For 4 x 2 orientation, locate plates 0-1r,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ` Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Q a O U a- O R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 3 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 [CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if Indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI 1: 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 & Bracing of Metal Plate Connected Wood Trusses. © 2006 MTek® All Rights Reserved 11• � I MiTek' POWs 7R 70 PERFORM." MiTek Engineering Reference Sheet: MII-7473 rev. 10-108 Ali General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. E OF SURVEY: BOUNDARY 'PLOT PLAN U C TIE IN 'INAL TOPOGRAPHIC MPLETED ON: F 2-29-12 SCRIPTION: ING ALL OF 6606 SPANISH LAKES 1 . UNLESSS OSTHE WISE NOTED ONLY PLATTED EASEMENTS ARE BOULEVARD, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, I SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA., o LOCATED 'UNLESS OTHERWISE SHOWN. Z — 3. THIS SITE LIES WITHIN FLOOD ZONE "X",.ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111CO065 F. EFFECTIVE DATE JUNE 30, 1999. c� 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION Ntii SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE (Lto 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF'CURVE q� CENTERLINE OF SPANISH LAKES BOULEVARD HAVING AN SF = SQUARE FOOT ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED A = DELTA OF CURVE PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 0 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. V) LLI QII0X o =W (n—Dj o_ am N V) 0 34.28 (row YNN ZIIQ uo mF uj�rn w PERMIT #: /io g — a o W�— EXISTING S89045'18"E 110.42' 0 e o 0 0 a L 61.06' CV 13: io AVERAGE TOP o U') OF FORMS 8.96' 15.00 10.92' . ELEVATION=26.16 0"2.25' ABOVE EDGE x �L) ei OF PAVEMENT o 1.62' .F o .70' N a aN 00 -00. 5.9 6 46.01' 8.98' o rn o rn 1 Co N89'43'52"W 109.999 6608 SPANISH LAKES BOULEV SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 2-29-12 Surveying • Mapping • Consulting DRAWN: CJM 61.9 SW Biltmore Street Port St. Lucie, Florida 34983 JOB NO, ; ® Phone: (772) 340-7770 12-1285 Uf7280 Fax: (772) 340-2250 DATE: REVISIONS: LAST FIELD DATE: CERTIFIED TO, ''' WYNNE BUILDING C" FE) !ANION I hereby certify that the survey shown hereon --is true and correct and its bas,^.d on actual rneaseurements=taken in the field. This survey.meetsil�he;yifiimm Technical Standards of Chapter 61G171lorida•grsinistrative `de ALEXAND ' J. PIAZ Professional urveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1285.dwg, 2/29/2012 2:54:52 PM