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DATE FILED PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue SCANNED r '..: g Ft. Pierce, FL 34982-5652 By 772-462-1553- St. Lucie :County V APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE 1. 2. 3. 4. 5. PROJECT INFO TION LOCATION/SITE ADDRESS: O— , L Spanish La ces PROJECT NAME: F a i rW;; y SITE PLAN NAME:: PROPERTY TAX ID #: 1.306-111-00.01-000/0 LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lving northeasterlv of I-95 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ Fr.):' LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: �ACK: RIGHT SIDE: \!Z ` LEFT SIDE: A1 � 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) 1 �'L [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION (I INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ J INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: jun4�,, 15. SF. FT 1st FLOOR: M. VALUE OF CONSTRUCTION: $ 51 , 0 0 0.0 0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is WOO or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: w nne bui WLI��'� C? G+ v 1 , _. ADDRESS: 8000 S. UFYS�1, Suite 40 ZIP 34952 CITY: Port St. Lucie 11' Q VY� i STATE: F L PHONE (DAYTIME): 9 7 2) 8 7 8- 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: STATE: ZIP: CITY: PHONE (DAYTIME): �) / CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 08898 BUSINESS NAME: Wynne Develo ment Cor oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 - S. US1, Suite 402 CITY: Port S t . Lucie STATE: FL gyp: 34952 PHONE (DAYTIME): aj2 8 7 8- 5 51 3. FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: Al2CHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave CITY: Stuart STATE: FL. ZIP. a A A ti PHONE (DAYTIME): (7 7a 2 R 7— 8 2 5 R BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE:. %h�-.� a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. I ` CERTIFICATION: 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, PLUIVIBING, 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 SU5V& TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that with all applicable laws regulating construction and zoni Gi nwivFR ©R CONTtRA�OIt SIG AT�UR�E ; CGDNTRAG�Tt© STATE OF FLORIDA COUNTY OF St. will. be doneXcompliance STATE OF FLORIDA Lucie COUNTYOF St. Lucie The foregoing instrument was acknowledged before -- me this _7 day of /3e7220�, by Matthew Lyle e Wynne who is personally known Zor has produced identification. The foregoing instrument was acknowledged before me this _day of /JEGEW,5e—X , 20 // , by Matthew 1.)z1 e W)znna who is personally known Zor has produced as identification. �,,„ D ROTHY ANPJ rygrNtn Signature of No& Signature of No ; �PaY Pos% . """"" DOROTHY ANN HAFNER 20» ,`� Notary Public -State of Florida ,APR, PV;, * My Cotp�a�E lres Oct 2, 2012 ; 2°, .` Notar g��ic -State of Florida Commission No. '' • rib ``�h Commission No. o; Com Issio # DD 827096 - . ; My C mm. Expires Oct 2, 2012 +r ;.- ";' `�`� Commission # DD 827096 g;,"0 Bonded Through National Notary Assn. ''','eoc FLU:,, Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY �, BP" ®.act 12-- SECTION cb TOWNSHIP RANGE MAP NO. c6 f ZONING Fuo LAND USE j LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 ' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER C- SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT RADON PERMIT CODE 1 �1 F=HAB:rrABLE FEE FEE I LIBRARY LIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTI FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE JFIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IWACT REQUIRED FEE VARIANCE FEE FEE SPECIFY SUBS MECHANIC ROOF' ELECTRIC NON -CONFORMING MISCELLANEOUS 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 VIEW REVIEW REVIEW DATE RECEIVED'--- = --- __ -.__ _ - - t Iv 1 DATE COMPLETED - INITIALS Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: July 17, 2012 Re: 1112-0220 Lot/Block: Address: 6789 Mar Pacifico 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 Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens. Corning '' Rock - Wool Blankets Density: .: X Fiberglass Blown R-Value:. 11-30 Cellulose'Loose Fill - _I 10ther 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: P Spray -on Cellulose R-Value: KyM9 ? Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane - R-Value: R-30 I 10ther 5. The following have been insulated: --- ..•.., CBC.1254039 . . ......... .. . .Com etenc # WYNNE BUILDING CORP Professional 1psulatois' of South Florida, Inc.,_ General Contract/Builder Insulation Contractor 2-AUG-2012 03:59 FROM:SOUTH 0-90ST t MI UV 1b11 12: 49 I /24bVbR, 43 7723446042 SLC I 7^,4626443 P.1/1 PAGE 01/01 Ar+rr Fart PWM% PL 34982 4$3-=72 Mont 77 3 462 ATE OF TERM Itucrson SOIL TR PERMrr #: of 31 sun DEFvco 'FRA=R: _11 PEST CONTROL, coNTRACTUR: PEST CONTROL UCENSE i,, :._ Wa, tto undu*wAp tweby aubt rrarM;=1 termib s in am sgaam fast If area treeted:..,Gd Pemenwoe of eoludw: Dwo Foadnq _.__i"` Tmwirrlt .�....ltr-Trm ow -o_� r Treatmet Re -Trees Omer 1'� Tredmot Re -Treat �i l y that wa trove VWooW ft abo" des0bed a wob tl'UI sUnclards of dW WGr4'r0 POt COnt ,. thankgh u'w: S Totai galkm ued: 07-7- Time of Thee nw*--I ..—Re: rtme�r for Slotum a I V ft' 7hrs mt�t bps a of A oeo rr ar fie a<ilaatr) recu L2.8 Cb1obw aMA 0wWMv)t A rpvm% ra of Ar MAM A s��r pre~ald� tb rtiaeA+e at�Ma� iPieatrn�t L'9®rd971ca�04r as Ydy regr+tad, a cgor�ar M�epe�an bhs pd�mRb,�atatd �v andat�dlnr czpl►fG'd Cent a i►P lhs pro�kx� Y of lye " a w l tray¢ dMMWL A ►K Eton avid mmbr4f0abs coved by be ao dpr� to aw a mew � aed 1br r�nnAir pbw�Zh st County 1"uk" far this Real in ecfkrl ibr c% a ftm 11 rot A ssbdaftm RECEIVED AUG 0 3 2012 *w aed M& ,wwt he w ftM bwd odarel►n IMM 7711 WOMM rat t14�O�fI bC�da� erg dab�iA • rtl+nQ►dgf It raffia` 19�1 batd�fe►KSliao SS■r �u he OBCW co Professional insulators of South Florida FTC Insulation Installation Certificatc To: St. Lucie oa�nt bate; Jul 1.7 2012 Re: 111r2-t122p Lot/Bloch: Address: 6789 Mar Pacifico Project: The !rsigned hereby certifies that insulation has been installed in the above described ro ert as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density; X Aluminum Foil R-Value: R-4.J rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: spray -on Cellulose Thickness in inches: hriberglass Blankets Manufacturer; Rock Wool Blankets Density: Aluminum Foil R-Value: polyurethane Ceilings (rear porch) have been insulated with: $pray -on Cellulose' Thickness in inches: 10.251, Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density; X Fiberglass [clown R-Value: R-30 Cellulose Loose 4111 Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass i3lown R-Value• Cellulose Loose Fill 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9.1/211 X Fiberglass Blankets Manufacturer: Fibertecli Spray -on Cellulose Density: Polyurethane R-Valuc; R-30 Other 5. The follom—,ing have been insulated: C13C1254039 Competency 9 }li(1CNNIE BUiLDING CORP Professional Insulators of South Florida, Inc. 4ttsulution Contractor if U m — — ZZCC-MEX Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 9L2. L Customer.Code:. - �. Customer Name:. t' 1-1�t1_f..-.' r. ... Customer Job Number: Order Code / Date: .., _ .�t,iE,F'� .l ProjectrCode." , 4 . _ Project Name: ,•� � L- 4 x.�... tt ._ f . • � , � , -1 ,r i{_ - t`"....._ i.r,,,t Project P.O. Number. V.. ..5'-, ; • ; ; Order F:O. Number. /_. �1.:,., ../c.. , Ticket Date: I —, elivery Address: �. - ,_;tc._ /t_; ;•11=�f,--:(1C!F�.1CO3,- F='�i!l:`s _ ,! , ..CIE Map Page:- MaplRow/Column: r:t r_ �'. Delivery Instructions: Dispatcher: Ticket Number: Pe /1 -.4 Gt 4-' /// Z -- 0 2. Z- cn Due On -Job:: ' l_'L'a•_.1.' Slump: ra 5 t 5n Truck Number t./1. Driver Number: ,c.' Driver Name: 77 1 )) .�6-j i-._ End Use:- i/..',_. l_Jd, 1 _-L..l�_.J r'fY•...'�_. trlf LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY MF -,051VIeD �1 i0 Q 7017 FUEL 't. :i ;�.:, -r ,• .... l; .I `�'t" `It,;C:r'tl�i'f'.� . I";E��daf='.t�C:: `ter Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: ' Charge Comments: vt WATER ADDED: / GAL YARDS IN DRUM: WHEN ADDED. i SIGNATURE i 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, buts 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. O /f '4 r 68UNIVERSAL INVOICE Xr. Xicket incorporates herein by reference, Buyer's previously execute redit Application, if any, Seller's Standard end Conditions, Seller's Quote i, if any, and Seller's Order Confirmation luding limitations of warranties), as if fully ,,forth, on this Delivery Ticket ("Ag..,. cent"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, =..iiess otherwise noted on the front 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, sand, 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 bums 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 ammo- 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 15 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 al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier tennino estandar, condiciones del. vendedor, propuestas del vendedor y orden de confirmac6n del vendedor (con .limitaciones y garantfas), como acuerdo total del ticket de entreg:.-("Contra.?d *,,'!. El veajdedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el con:at;rador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Ac�-,pta pagar el monto de acuerdo al contrato; al m.enos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS. DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, roca 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 como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de sil_icio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el.trituramiento, pulido, corte'y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser inge.ridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco..La inhalaci6n del amoniaco puede causar t.oser, irritation o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposic.i6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhal.a polvo, exp6ngase a a.ire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatanienLC Si la irritation continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06I10 Para mas infonnaci6n visita www.ct..mexusa.com. conTmEnT� r••� "Continental Florida Materials Inc. 1744976 `�h13450 W. Sunrise Blvd., Suite 430 _ B Sunrise, FL 33323 i�lE1DEE L��BjEh CEQQMEii Group -CTel: (954) 858-0780 CAUTIONII Freshly mixed cement, mortar, UNLOADING Drivers are prohibited .N¢ concrete or grout may cause skin injury. Avoid from delivering concrete except under the 6 I�1�� contact with eyes where possible and wash truck's own power, and where site conditions f` - ` �• �0 exposed skin areas promptly with water. If any permit the safe and proper operation of his a "I' r-' cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to 22-Oand Pe repeatedly with water and get prompt medical add water to the mix nor to go beyond the 2 I44 f treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT r IERCE :B) CONCREl E PL A l masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 37 l3 SE L. V I I Z ROAD particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose l acknowledge that I have received and 56 j .-464-721/.g.4 f irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available,upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 S S 1 Iva' , 1, I'HGHASEH/ i - / ✓ / PURCHASER'S AGENT- _ PURCHASER/PURCHASERSAGENT P.O.NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKEfED DATE TICKET 5a35C99 bPeta r" 05 11211`12 1-31;1,�4.41 SOLD TO - DELIVER TO I jLiOl/ p �, i RODNEY HALLS CC3M'RETE 6789 MAR PACIFIA - is T P: ERC Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE Q,pil f2i i 10 C110 1 f�i CIO , ,`d4L ,.�l.A00 PSI 0 2i` DAYS S WPM CY 0YK FV uck # Plant # Slump Due at Job Use of Concrete fit• 36 SUBTOTAL it Air Entrain Super Plas. Drivers Name TAX ❑ CONCRETE TESTED TOTAL U ry Instructions r H a 17-JH t' 7 I Instructions CUSTOMER 1. WARRANTY, The materials sold'.by Continenta Ba Materials Inc. (hereinafter "Continental") are warranted fr tar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lie h other warranties (whether written, oral or implied), includin 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. EXGLUSIV.E. RE.M.EDy: 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 Continentalof 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 damades'forpain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs Incurred by the purchaser in connection with pursuing any claim„ demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict' liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods; materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the Month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be.Broward County, Florida. 5. MIX CODE/LOCATIONS The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7, UNAI11ENDED._QEUVERY_S.tTE..: 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 the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same.terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be -checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on 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.SPECIFI.CA gN: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. ' 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other' technical experts. 15.SAFETY 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 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' terms may vary due to industry standards but all changes must be approved by an Officer of the CompanyI 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, statusiof Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order,. the terms herein shall prevail and be determinative. 18-APR-2012 01:48 FROM:SOUTH G7QcT 7723446042 "=,4626443 P.1/1 111 / 04/ 2012 12: 40 11241, �43 SLC INSptPTI0h, _ ; : I PAGE 01 / 01 1112 NAVIGS Fort Pkmv% FL 349912 77a-M2-2172 Pax 772-462 /�'� PERMIT' #: _-- -. 31 BuuDER/COM RACTOR: PEST CONTROL CONTRA41"OR: REST" CONTROL- LICENSE we, the undersigned, hereby subiawumn "Mes in ac m Squaw, feet if area t wftd:1t'a PewntVe of solution: Dai n of Trastment: _ r- boating . Re -'treat 'c Treatment Re -inset C3tfier ---1% Treatment —R&Trat Abate: nk"mu0tLie a mmpk*dM &C rscm ze cf ftmdw sih�9ybe pmYld[rd tb Iecrl/1� a4, We+'��9a �1'�►"� tf'Irlpr Gwsw lhreAvdxtu treads¢ ar *w Pam* MM St: Umb Ccwntp requk" fbr OF TERMWE VION SOIL TR S-p p ; -.. that wee hwie preheated the with the standards of the IW chemkels Total gallons Time of Tr ,_ 2*b ENT described = Pest Coma A. -)K k n c6 ... Perimeter fal final hspection Slgnetxrrd B tenninat+or i Ibr mdh re WAhW tienent crauft wd b* frm n tafbe an Ov jab too of em* kgmcB nr+ er t '+eo , r r► 71b�9'aind e duvet /LrAft� of &WAM I!A fft&hv*j0h0N POOV kw f rhowe Qgr' z0for as wdi0m, bent �Gtb "d to andannt/ierrrd, braGt�p 1� 7?W 7?IeAdlo tyofb*mar, ofdx ftobwt a w Inds end rmwtff efpjhw i rieevd of DwrW"tabbedfor WMAW 15tr4 lW &*a& �tsl�wtl final InspecdoA !be CO. a "rime S1 dm&tq* ~ on . APR Y -)aq i nTinenTi Contilnental Florida Materials Inc. 1 7 3 8 ® 1 1345O-'k Sunrise Blvd., Sol a 430 — Sunrise, FL 33323 �E■ ��''''�� rr %%�� Group Tel: Au 858.0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited 'V �������������®�7i�LI�Y�i���� '�8E'RG6 ► "'i ' concrete or grout may cause skin injury. Avoid from delivering concrete except under the �`=j contacUwith eyes where possible and wash truck's own power, and where site conditions n ti Jr p 7 .. expgsed 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 and ,repeatedly with water and get prompt medical add water to the mix nor to go beyond the FONT l^t I E I E (D) CONCRETE PI 01 01 treaCffi?nt. Sawing, or grinding of concrete curb line, except upon the authorization of -ANT masbfi",ry units may result in the release of dust the Purchaser/Purchaser's Agent and his .J �',� SFI_ 4t .+ T ROAD particles which, without the use of proper eye or acceptance of risk for any loss or damage. � '� �tb/t 7244 respiratory protection, could cause eye or nose I acknowledge `that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL ,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 1. 8 7 1-73'rl7�)- 5ER/PURCHASERSAGENT I P.O. NUMBER/ORDERED BY 5835699 SLAB SOLD TO tV)DIIEY HAILS Ci. NCRETF QUANTITY QUANTITY Y J QUANTITY +� THIS LOAD ORDERED DELIVERED isfi 6pYY Z+fz< trlR 0"ir Truck # Plant # mSlump, �2519 13� 5 alcium Air Entrain Super Plas. b 6 4 3 2 11 PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER 'I DELIVER TO TIMETICKETED I - DATE OA/20r 2 PRODUCT PRODUCT DESCRIPTION CODE 55NC + ,100 F'` ,i R B NIX 25 SLA AIR �/ i , ,m3^I�� R l` I �3RT►.€ , � s tr � � ��a" I F';�', .__F-tlV-.SEE. --- - - Due at Job Use of Concrete Drivers Name 1I ❑ CONCRETE TESTED oncrete Disposal: UNIT OF UNIT MEASURE PRICE �Y Qa. 3 .. � ate SUBTOTAL TAX TOTAL TICKET L.It -id yds EXTENDED PRICE ery Instructions ' r r+i 1e1-rt-%ner7n f1, WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Contjhental") are warranted year from the date of delivery to be free from defects in /J material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), inclue..., _.,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 any6ther damages arising out of the breach of any obligations under,this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in, the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties,- or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease,, medical or funeral expenses, any other similar damages, or any. attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the I Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4, COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX.._C. QDE/_.LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where 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 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. CIt1ANTITIES: 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. i O.MINIMUM LOAD_CHAR.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.SPECI_FICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY 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 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, regardles$ 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 o 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 contra, or purchase order, the terms herein shall prevail and be determinative. I Continental Floritla'Materials Inc. co�TmEnTi ` 13450 W. Sunrise B��v�'d:, Suite 430 Q V 1811 Sunrise, FL 33323 Tel:'(954) 858-0780E'CAUTION11 Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HEIDELBERGCEMENTGroup ,concrete or grout may cause skin injury. Avoid from delivering concrete except under the 5 d - 0:i contact with eyes where possible and wash truck's own'power, and where site conditions 4 6 I11I14 � I�� posed skin areas promptly rinse water. If any permit the safe D and proper operation of his j,I ��ment mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to '� `� °a d 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 masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. FORT f='3:�i:s': (A) 1wL3PRi%atl� I" {�Lili�!'T respiratory p ry protection, could cause eye or nose I acknowledge that 1 have received and 3773 ; ii .L_ I) r I ' RK_)AD irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. i 72,4614 the products sold by Continental Florida N 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. AgentTOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER rADDED ADDED Agent request. 10 9 1 8 1 7 1 6 6 1 4 1 3 1 S 1 1 ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME r l SAGENT I P.O. NUMBER/ORDERED BY SOLD TO-- f"lNDEI 48 QUANTITYjti I QUANTITY THISLOAD ORDERED ,LhfB PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER. TIMETICKETED I DATE I TICKET DELIVER TO t it,i / YY'0/ J. Concrete Disposal: yds t 11Uf NTTIY' tPRODUCT PRODUCT DESCRIPTION t ('Ij f I t� i UNIi�©}� UNk ' 'EXTENDED DELIVERED CODE " MEASURE, PRICE PRICE Truck # Plant #. Slump Calcium Air Entrain Super Plas. j0r,a Due at Job rlr( f Use of Concrete ` SUBTOTAL Drivers Name TAX ❑ CONCRETE TESTED TOTAL Del Special Instructions 9 (f l-1 o W VIC" I"11 ). J. O.i1 CUSTOMER 1. WARRANTY: The materials sold -by Continental F Materials Inc. (hereinafter `Continental") are warranted f gar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu or wi other warranties (whether written, oral or implied), includir_ _.., 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 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 arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LO_C..AAQN_5....: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where 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 the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in 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.MI.N..I..MUM L...OA.D �tiA9GE: All prices'quoted are based on loads of not less than five yards. There will be a short loan charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAIT_I.NG 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. EN 12.VIRQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SP�CfF1CATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is rranufac>:rred 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 un 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.A 14.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, 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. conmnenTr'` BI��I G1 �90 j5�,INToGroup FORT PIERCE M t:ONCRE.TE. 1=f1_ANT 3778 raELVITL ROAD 561_464- r 44 ' ' Continental FloridaWaterials Inc. 8 3 T 6 13460-,W. Sunrise Blvd Suite 430 Sunrise, FL 33323 Tel: �@4) 858-0780 CAUTIONH Freshly mixed cement, mortar, UNLOADING Drivers are prohibited 5 concrete or grout may cause skin injury. Avoid from delivering concrete except under the M. 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 Epd repeatedly with water and get prompt medical add water to the mix nor to go beyond the w treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. 1 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. 101 9 1 8 1 7 1 6 8 1 4 1 S 1 1 1-H ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME iER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY `� 8e 5699 SLAB SOLD TO RODNEY HALLS CONCRETE QUANTITY THIS LOAD I i-. -A0 Truck # Calcium PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER TIMETICEMD I DATE TICKET < J,, A F 12 1135599,2 DELIVER TO '6789 MAR PAt_IM' - FT Ft: E'RC Concrete Disposal: QUANTITY QUANTITY ___.____.--- PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED ORDERED DELIVERED CODE MEASURE PRICE PRICE 40. 0121 .17L 00 271i)HC 500 PSI REG MIX ,_:-, SLA AIR cy ---F 1 PI--P - FT n—'P TT;U t Ff`�g -Y- 5.'� LM4, {::y - Plant # Slump _ Due at Job Use of Concrete 13 J SUBTOTAL Air Entrain Super Pias. Drivers Name Errol StEw,i 4r d TAX ,-n r 11.1 tr,Wn ❑ CONCRETE TESTED TOTAL weiivery instructions 1. WARRANTY: The materiais'sold. by Continental E Materials Inc. (hereinafter "Continental") are warranted i ear from the dateof delivery to be free from defects in material. This warranty is exclusive and is in lieu _. _.. ether warranties (whether written, oral or implied), includii 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 otherrtortious 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 ahy 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 of 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.• arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product erode and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE; Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to prod ucts,.property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but,not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is. unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro'rata at the same rates as the whole of the order agreed to be sold 'and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based.on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted, by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on 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'wili 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.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.PdiQDIFICATI NN OF TERMS: No employee or agent of Continental has t(e 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 o'r 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.TERKS...: 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 andior'provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 1 DUNKEhHERGER �- engineering & testing, inc. Soil Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6789 Mar Pacifico Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1112-0220 Date Tested: 4/10/2012 Client Name: Wynne Building Corporation Technician Initials: FSR 8000 South US 1 #402 Report Date: 4/10/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Lrato abory, .i:.:..,..r....:.�.ss 5FY`v& Maximum Dry Density Optimum Moisture Dry Density Cone t Resistance Moisture Minimum Required Percent Maximum Density Test ResultsCompaction Test No. Probe Depth (in) (pet) M (pcf) (tsf) M M M 1 12 112 13 115.1 --- 8.9 95 103 Pass 2 12 112 13 113.2 --- 7.9 95 101 Pass 3 12 112 13 112.9 --- 7.6 95 101 Pass Type of Field Density Test: h ASTM D 1556 rV ASTM D 6938 1 ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r- AASHTO T-99 (ASTM D 698) Nuclear Gauge Info• Gauge No. 20463 Daily Standard Count: Density: 2059 Moisture: 661 ti LSo>Ir T. a wEleva >ion` ¢..+v:..n5. �,.:w.= >TesthL66hi n ;6789 Mar Pactfico StructuralrFtll ; �, ' ; , y f 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 r NGVD F M SL l/ Other: Inches below top of rooting or stao sungraae cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) 8 Stabilized Subgrade llavid l .. ngs om Xiabyan Zheng, P.E., PhD 9 Base Course Senior Pro' ct a ger APR 2 2012 FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accords oe-ifh Rule 6lG15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or exom 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(103) Progress Report PR O 104 JOSEPH E. SMITH, CLF-K OF THE CIRCUIT COURT - SAINT LUCIE V TY FILE # 3654863 OR I' ),3346 PAGE 889, Recorded 12/09/2017 11:09 AM AFrER RECORDING•RUORN TO:, PERMITNUMBER: Thi., Stu—!, r, t•rwd h,r m:.adi"g Ldn r 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 PP OPERTY (legal description and street address) TAX FOLIO NUMBER: -1 3 0 6 —1 IT — 0 0 Pi —10 0 ID IT— S_Igcq OIs� rw y LOOK 6/7� 4 39 all that part lying northeast of 95 r ��Q ", rtc mar r� 2. GENERAL DESCRIPTION OFIMPROVEMENT:• single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S US11 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 772-87R-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: : Tom Lee Spanish Lakes Blvd. Ft_ Piercer FL NAME, ADDRESS AND PHONE NUMBER B. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) .20_ 201- 0590 Matthew Lyle Wynne, vice-Pr-e-s-i-dent Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized OtLcer/Director/Partner/Manager Slate of Iriorida County of St-- L u r i e The foregoing instrument was acknowledged before me this __day of , 20� By Matthew Lyle Wynne ,as V1 GE Pit Es/DEN% (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known b/or produced the following type of TD: "' VM DOROTHY ANN HAFNER "oy /�� 't•; Notary Public - State of Florida E�h _ J My Comm. Expires Oct 2, 2012 n JIB] 1— N� �P +�' Tpc Commission N DD 827096 (Printed Name of Notary Public) (Signature of aryPublic) ("' IF a.rnu„ `` Bonded Through National Notary Assn. Under penalties of perjury, I de re that ave read the foregoing and that the facts in it aze we U c e o belief (section 92.525, F ' a Stat tgnature(s) of ter(s) or Owner(s)' Authorize fficer/Director/Partner/Manager who signed above: By: By t R—oe4(naor(Rs di.rl -C STATE Of FLORIDA +111 ST. LUCIE COUNTY TN TR OR By Ili W`, r JN Spanish Lakes Communities Division Port Saint Lucie March 16, 2012 E BUILDING COR-PORA..JN 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6789 Mar Pacifico Permit # 1112-0220 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, .the mobile home that was located on the lot was moved to 15 Desoto Lane in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 Wynne Building Corporation 8000 South U.S. Hwy. 1 Port St. Lucie, FL. 34952 (772) 878-5513 - ph. January 3, 2012 To: St. Lucie County Building Dept. Attn: Lydia Re: 6789 Mar Pacifico Permit # 1112-0220 PUBLIC WORKS ST. "-I- COUNTY, FL Hi Lydia, here is the corrected lot layout for the abovementioned permit. Thank you so much!! Cheri Lydia Galbraith From: Lydia Galbraith Sent: Friday, December 30, 2011 2:01 PM To: cheri@spanishlakes.com Subject: permit 1112-0220 6789 Mar Pacifico Hi Cheri, The plot plan with this permit is showing a rear patio but the building plans are showing a sitting room. Please provide corrected plot plans. Thanks, g c,aLbra�tk Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl(@stiucieco.org f Planning & Development services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 462-1553 Fax: (772) 462-1678 PROPERTY INFORMATION Address: 6789 MAR PACIFICO City / State / Zip: FORT PIERCE Parcel # : 1306-111-0001-000/0 Zoning: PUD APPLICATION INFORMATION Permit Number: 1112-0220 Activity Type: New Permit Type: Building Residential (SFR) FL 34951 Jurisdiction: St. Lucie County Lot # : Block: CONTRACTOR INFORMATION Contractor Name: WYNNE, MATTHEW L Business Name: WYNNE DEVELOPMENT CORP Business Addr: 8000 S US 1 STE 402 City / State / Zir PORT ST LUCIE, FL 3495: REVIEWS AND COMMENTS Owner(s): WYNNE BUILDING CORP Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-878-7656 Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Dawn Milone 12/21/2011 12/21/2011 1 Comment NEED NOC 12/21/2011 2 Comment PLEASEAPPLY FORA DEMOLITION PERMIT OR PROVIDEA RELOCATION PERMITATTIME OF PICK UP Front Counter Review 12/21/2011 1 Complete Comment NEED NOC To Be Reviewed by Zoning Complete Dawn Milone 12/21/2011 12/21/2011 12/30/2011 To Be Review by Plans Exan Complete Ken Arnold 01/04/2012 01/04/2012 Zoning Review Incomplete Lydia Galbraith 12/30/2011 12/30/2011 1 Comment THE PLOT PLAN IS SHOWING A REAR PATIO, THE BUILDING PLANS ARE SHOWING A SITTING ROOM. 12/30/11 EMAIL TO CHERI TO REQUESTA CORRECTED PLOT PLAN No. I DESCRIPTION Section , -2- UUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Tat.' ;01.2(1) unless Weathering area _' L L f r 10 L d � noted otherwise) Frost line depth Floor live load (Table R301.5)1_15 psf Termite area Roof live load (Table R301.6) 3 7 psf Decay area r fa —� Ground snow load " ("a psf Winter design temperature 412 - Basic wind speed % 10 mph Ice barrier underlayment required "t, - Wind exposure category (R301.2.1.4) Flood hazards 1--1,4 High wind design criteria applicable {R301.2.1.1) I S Seismic design category (SDC) (Figure R301.2(2)J Al 07 SDC C&D provisions (R301.2.2) N A.n Mr 1 VIMCR AChMC! roan? 4; inli Rgnrl EXTERIOR WALL LOCATION (R302) %'CIA 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) calling 'n' ceilin ttira" li ht ------------- -- Natural ventilation" Area Use ft2 Width Living 120 71-0" 7'—O't 5'4'r 8% floor area 4% floor area Dining 70 7'-0" 7'-01, 5'—o" 8% floor area 4% floor area Kitchen N.A. N.A. T-01' 5'-0" 8% floor area 4% floor area Bedroom 70 7t-0" 7'-0" 5'_0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" . 5'-0"t 3 square feet 1'/2 square feet . See Sections R303.1 g R303.3 for mechanical ventilation and arlificial light t 6'-v min. over plumbing fixtures. � Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SANIT ION (R306 and R307) %✓ /10 Carport: open two sides; noncombustible Water closet floors; sloped floor (R309.4) Lavatory EGRESS R310 - R312) window for Basement and sleeping room Tub or shower emergency escape: opening 5.7 square feet Kitchen area with sink (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill Sanitary sewer (Chapter 30) height = 44" (R310.1- R310.1.4) A//i� Private disposal (Appendix i) /'l/ 114 Window wells (R310.2) GLAZING (R308) h-�rr9 Exit balconies (R311.2.1) (1-5 1 Identification (R308.1) ✓ // Exit access or hallway >- 3' (R3f1.3) �J %�- Louvered windows or jalousies (R306.2) // exit from each dwelling unit (R31 i.4.1) — —One Exi ( 4 2) fdocations-- l ��3,f' Human impact lo-adslhazaous l ___ ___ (R308.3/R308-4) tl Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) Stairways; minimum width =3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 7314"; minimum tread =10" with 314"-1114" nosing; minimum headroom = 6`811 V No opening between garage and sleeping (R311,5) room (R309.1) ly l!4 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) 13ie" solid. wood doors, 20-minute fire -rated IVI P Special stairways (R311.5.8) doors (R309.1) Nip Ramp slope (1:12 maximum) (R319.6) Penetrations (R309.1. i, R309.1.2)- Ramp landing, minimum 3' x 3' (R311.6.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/e' Type X re- jp Ramp handrails; one required if slope > 1:12 (R311.6.3) quired below habitable rooms (R309.2) -3- Under stair protection (R311.2.2) Handrails; required or side of stair, hand- rail Freight = 34" to 38", Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family -' .. • ' ings: 1-hour fire -resistance rating (R31 Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) A4— Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (1017.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (13318) Location and interconnection (R313.2) h �Required (R3M.1) fPower source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) �gRnn, �r cT�r-�pa�ni (' Protection required (Table R301.2(1), 17319.1, ------=a-3i-iv1) 1415-""- Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) t� Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) fevjl Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) ttv.)' Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fV 1/2 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) / General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /'M/ Wood foundations (R402.1) f/ Concrete, compressive strength (R402.2) —FIIDTINGS-(R�103)----------------------- -- Soil bearing value (R401.4, R403.1) noting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but < footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing r Footings in SDC.0 or (R403.1.2, R403.1.3 (Tables R404.1(1) and R404.1(2)] and R403.1.6.1) Masonry and concrete foundation walls (R404J,1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) -4- Sill plate bolting in concretelmasonry ='IZ" di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table Footings adjacent to slopes (R403.1.7) . r Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] 1miumum vviu i n ur L;u vcRETE OR MASONRY FOOTINGS inches - LOAD -BEARING VALUE OF SOIL, - 2,000 j 3,00(. Conventional li ht-frame construclian > 4 000 1-story 2-story 12 15 i2 12 12 12 12 12 3-story 23 17 12 12 4-inch brick veneer aver li hl frame or 6-inch hollow concrete masonry 1-story12 12 .16 12 12 12 12 2-story 21 3-story 32 24 16 12 B-Inch solid or faliv qrouled mason 1-stor 16 12 j 12 i2 2-stor 29 21 14 12 3-story 42 32 21 i6 For 51: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa s �— a , inwm 1o�liA� wlW,h is 17 inrhes, a singl�lhe of solid or fully grouted 12-inch nominal concrete masonry unlls Is permilled COLUMNS R O7 - FOUNDATION WALLS (cont'd.) ( j� 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)] Stru - clural 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)] v� 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 (R406,1 and R408.2) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405,1) Dampproofing if basements are below grade" (R406.1) Waterproofing if high water table` (R406.2) If uninhabitable, see under-foor space (R408) Unvented crawl space (R408.3) %��� ►� i Access (R408.4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOODS (Chapter 5) WOOD JOISTS .AND GIRDERS (R502) Bearing 1:5" mini 11 masonry or concrete) and lapped joists (Y) Species and grade (R502,1) (R502.6, R502.6,1) Joists — Sleeping areas, LL = 30 psf Lateral restraint and bridging (R502.7, (Table R502,3.1(7)] R502,7.1) Joists — NonsleeppIng areas, LL = 40 psf Drilling and notching (R502.8) — [fable R502.3.1(2)) r Cantilevered joists (Tables R502,3.3(f) and _ Fastening (R502.9J / R502.3.3(2)j Framing of openings (R502.10) Girder spans and header spans for exterior Wood trusses (R502.11) bearing walls [fable R502.5(i)] — Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502,5(2)] Joists under bearing partitions (R502.4) -5- Allowable span (Table R`^' 1) End joints (R503.1.1) 5 1 ttL F-LUUN r-rit'W"I"O V"' Cold -formed r,' ` applicability limits; in -line framing (R50, WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material (R505.2.1) Thickness (R503.2.1) i �J Identification (R505.2.2) Corrosion protection (R505.2.3) //-1 Allowable spans (Tables R503.2,1.1(1) and R503.2.1.1(2)1 Fastening (R505.2.4) Installation []able 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or 1/2" crushed stone (R504.2.1) Moisture barrier: placed over base course " (R504.2.2) Materials (R504.3) Floor construction (R505.3) C?NXTE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength -,-(R506.1) fill = 8'; maximum sand or gravel fill = 24" R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE�RALf601) !_sign (R601.2) Component and cladding wind loads [Table P g �01.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) /L"60- Construction [Figures R602.3(1) and R602.3(2)] f� Fireblocking (R602.8) Cripple walls (R602.9) P Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table ,R602.10.7) Wall bracing length (R602.10.4) A- 0- SQC D (R602.10.9, R602.10.If and R602.1i) STEEL WALL FRAMING (R603) Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) " Interior load -bearing walls (R602.4) Identification (R603.2.2) ►� f f Interior nonbearing walls: 2" x 3" at 24" o.c. Corrosion protection R603.2.3) or 2" x 4" flat at 16" o.c. (R602.5) _Fastening (R603.2.4) Drilling and notching — studs (R602.6) Wall construction (R603.3) Drilling and notching —top plate (R602.6.I) _ Headers (R603.6) � f ,"*9 Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Structural sheathing (R603.7) -6- brltHI rIIPIU tMQU t diw nOUZ)I Wood structural panels '-74) ' Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) I9 SDC C and D (R606.12) Unit masonry (R607) 7i/ 0- Multiple wythe masonry (R608) i/ Grouted masonry (R609) /`�A_ Glass unit masonry (R610) INSULATING CONCKEIh ruraw vvHLI- CONSTRUCTION (R6111 General desig =71.1 and R611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 612) ter~ Design basis (R612.1) WINDOWS & DOORS (R613) j/ General; windowsills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) WALL COVERING (R702) /1' 0- Wood shakes and shingles (R703.5) Plaster material (R702.2) �" faster support (R702.2.1) �ypsum board material (R702.3.1) Gypsum boafd support, application and fas- tening .(R702.3.2 - R702.3.8) Ceramic the (R702.4) l Other finishes (R702.5 and R702.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- Ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 71.11 corrugated metal; 24" o.c. maxi- mum honzontal spacing; 2.67 square feet rrnaximum area supported (windy 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) - EXTERIOR WALL COVERING (R703) 7 Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cernent siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads 17able R301.2(2)J ROOF FRAMING (R802) `y try Fire -retardant -treated wood (R802.1& tl Framing details (R802.'-4' 1 ,V 6 Rafter tie (4' o.c.) (R802.3.1) 1�11A Collar ties (4' o.c., in upper third of attic) (R802.3.1) /1/ Lateral support and bridging (R802.6) iP-ff Framing of openings (RB02.9) Wood trusses (R602. U.-b. -I Roof tie -down (R802.' Z . 9 CEILING JOISTS ITables R802.4(1), R802.4(2)J Opsf With attic storage LL = 20psf ,%%✓ Spacing (/ 1 Species _- P Grade �r Purlins (2" x 4" at 4' o.c. minimum) Span (Figure -gip A. �, 3. / _ Size Bearing (R602.• ,: 4 I �Lf Cutting and notching (R802:.6 Engineered wood products (R802.1. b ,1 -7- RAFTERS [Tables R802.5.1(1)-;`_ 'J.5.1(8)j Ground snow load/LL 2'opsf STEEL ROOF FRAMINC, '14) General (R804.1) Controlling design (LL or snow) Ceiling attached/ceiling not attached / Spacing r t/ Species Grade Span Size Hc/HR; Adjustment factor G de ' Thickness ]ZA121'cowable TW allowable stresses/grading spans [Table R503.2.1.1(1)] Installation (R803.2.3) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R604.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R606.1, R806,Z ATTIC AC S (R807) Access requirements (807.1) 3.03.2.2 INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) /V i';Coping (R903.3) 11 f/�.. t 7 Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical charactedsfics:;-identification _ R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) il'1'9 Wood shingles (R905.7) Wood shakes (R905.8) N0" jp�ft-up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) 1.4 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.f4) Liquid -applied coatings (R905.15) CATION (11906) General (R906.1) REROOFING (11907) Clay and concrete the (R905.3) Materials and methods (R907.f) Metal roof shingles (R905.4) t Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) r Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R 1001.1) SDC D reinforcing/anchorage (R1001.3 and Spark arrestors I, _'J3.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (Rf00i.5 andA, Flue area (appliance) (Ri003.14) R1001.6) (masonry fireplace) (R1003.f5) Flue area ( y P Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanoutopening (R1003.17) G' Hearth extension material (R1001.9) Chimney clearance (RfOD3.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001 11) C'himney crickets (R1003.20) Mantel and trim (Rf001.11) 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.f) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) t AIR SUPPLY (111006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) C/ Compliance; material and equipment / (N1101.2, N1101.3) C/ Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (Nf103) 'See energy conservation plan review record --- MECHANICAL (Chapters 12.23) Appliance labeling M130Z M1303) 1!15!! Appliance access (M1305, M1401) tor- jpliance installation (M1307) Heating and cooling equipment; he 9 4 /.and cooling load calculations (Chapter ) zv Exhaust systems (Chapter 15) Duct systems (Chapter 16) 7'✓ l Combustion air (Chapter 17) Nam_ Chimney and vent location and terminations (Chapter 10 and Chapter 18) IV Jf'r pecial fuel -burning equipment (Chapter f9) oilerslwater heaters (Chapter 20) Hydronic piping (Chapter 21) j1/ Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) w Application (G2401,1) , - - General regulations (C_.. 1) Pipe sizing (- __ 3) pipingmateriars tG2414) Appliance location (G2406) ` Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) i`r'.) �` Water service location and depth (P2603, Piping installation (G2415 and G2419) 1641—,1 Piping support (G2418 and G2424) Valves, controls, connections (132420, G2421 and G2422) Venting (G2425 - G2428) Misr appliances (G2423, G2429 - G2453) system -design - Sanitary and storm sewer location and depth C/ Drain, waste and vent pipe sizing and dserdi- (P2603, P2604) agram (P3004, P3005, Chapter 31) -ev Piping support (Table P2605,1) /ram Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) Plumbing fixtures (Chapter 27) %/'- Fixture traps (P3201) Water heater size and location (Chapter28) /U i Al Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) Feeder requirements and load calculations (E3604) I vU / Wiring methods (Chapter37) Service equipment and d location E3501, c/ Required lighting and receptacle outlets - 3506) (E3801, E3803) C/ Service size and load calculations (E3502) /. Devices and lighting fixtures (Chapter39) Available fault current (E3506) i in, i Appliance installation (Chapter40) System grounding (E3507) . IV IA Swimming pools (Chapter.41) - Required branch cl�calts-(E3603)- — -- — —-Class 2 rPmnte-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) J Provisions adopted (R102.5) / " i 4 Compliance with Appendix E verified -RADON CONTROL MEASURES (Appendix F) I�Ij4l Provisions adopted (R102.5) f Compliance with Appendix F verified -10- Provisions adopted (R-102,5) Compliance 01h Appendix G verified PATIO COVERS (Appendix H) ProvisioW adopted (R102.5) Compliance with Appendi lei verified PRIVATE SEWAGE DISPOSAL (A ndi P ovision adopted 77. 5) C lance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (Apendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Page 1 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 6789 MAR PACIFICO City / State / Zip: FORT PIERCE Parcel # : 1306-111-0001-000/0 Zoning: PUD APPLICATION INFORMATION Permit Number: 1112-0220 Activity Type: New Permit Type: Building Residential (SFR) FL 34951 Jurisdiction: St. Lucie County Lot # : Block: CONTRACTOR INFORMATION Contractor Name: WYNNE, MATTHEW L Business Name: WYNNE DEVELOPMENT CORP Business Addr: 8000 S US 1 STE 402 City / State / Zil PORT ST LUCIE, FL 3495 REVIEWS AND COMMENTS Owner(s): WYNNE BUILDING CORP Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 772-878-7656 Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Dawn Milone 12/21/2011 12/21/2011 1 Comment NEED NOC 12/21/2011 2 Comment PLEASEAPPLY FORA DEMOLITION PERMIT OR PROVIDEA RELOCATION PERMITAT TIME OF PICK UP Front Counter Review 12/21/2011 1 Complete Comment NEED NOC To Be Reviewed by Zoning Complete To Be Review by Plans Exar Pending Dawn Milone 12/21/2011 12/21/2011 12/30/2011 Zoning Review Incomplete Lydia Galbraith 12/30/2011 12/30/2011 1 Comment THE PLOT PLAN IS SHOWING A REAR PATIO, THE BUILDING PLANS ARE SHOWING A SITTING ROOM. 12/30/11 EMAIL TO CHERI TO REQUEST A CORRECTED PLOT PLAN St.`L .cie County Building -& Zoninb M 2300 Virginia Ave (oar Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldinaWynne Bui Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at QL\ cc_) (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER'0009416 Plumbing Lind uist - Plumbinq & Supply Co. 19150 CFC057672 H'VAC/ Comfort Control of St_ Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2FF(17 Waterproofing. LLC =1329992 Gas IIPNUMBER: ISSUE DATE: � II �., ST. LUCIE COUNTY PUBLIC WORKS y� BUILDING & ZONING DEPARTMENT F�ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C;?04�,,4� State of Florida Certification Number (if applicable): E'R (0d n S -�" W E to C61^C I C , _ have agreed to be the (Company Name/Individual Name) e le c 7 r'i Ca 1 sub -contractor for Wu Y) vi c7De V gi Do V cv(p- (Type of Trade) �( rimary 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 AIU RE L IRED SIGNATURE PRINT NAME DATE Business Name: IS 4 1 l C5 I Address: -5 Lr 0 % 0J . C 2V_ 0C& City/State/Zip: E4- , , 1- ], *9 Y� Phone: —7 -]a — �1e 4/— C/o 1�4 to email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��ORIOP' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case SIONATURE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE �� i✓y ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8' R R State of Florida Certification Number (If applicable): CA C n 2 43 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 project located at W (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 Barry Zimmerman ��)GN PRINT NAME DATE Business Name: Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: OFFICE USE ONLY: email: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS o BUILDING & ZONING DEPARTMENT F�OR10P . 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 Roofing & Waterproof ing,LLChave agreed to be the (Company Name/Individual Name) Rnofina sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at k-�CL,� 1;aiCc�C (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 VLL,- SIGNATURE Business Name: Address: City/State/Zip: Phone: Andrew Kriska PRINT NAME DATE Treasure Coast Roofinq & Waterproofing, LLC (772) 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 #1 306-1 1 1 —0001—000/0; A-17 -44 3A all that part lying (Tax ID/L.egal description/Address) northeasterly of I-9 5 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne 01-7-6 Property Owner Name Propertyy + caner `}Lgna ure Date STATE OF FLORIDA, COUNTY OF S t_ L u c i e ACKNOWLEDGED BEFORE ME THIS _7 DAY OF eC67P 0e , 20 It BY Matthew T,y]j W)7nnr- WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. 0 17o,eoTw v Aw SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE DOROTHY ANN HAFNER Notary Public -State of Florida • + : • 5 My Comm. Expires Oct 2, 2012 Commission # DD 827096 9Jk °P�O� '" °� Bonded Through National Notary Assn. PUBLIC WORKS ST. LUCIE COUNTY, FL ki io- zo -i-' • FO11M 1100A-08 y FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: WYNNECARLETON61 Builder;Name: Street: Un%eii, 'l,�,&- a Permit Officer City, State, Zip: PORT ST. LUCIE , FL, Permit Number: Owner: Jurisdigtion: Design Location: FL, ST_LUCIE_CO_INTL 1. New construction or existing New (From Plans) 9. Wall, Types (1572.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=13.0 1096.90 ftz b. Concrete Block - Int Insul, Exterior R=5.0 260.00 ftz 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=11.0 216.00 ftZ 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceil,ing Types (1670.0 sqft.) Insulation Area 6. Conditioned floor area (ftz) 1670 a. Under Attic (Vented) R=30.0 1670.00 ftz b. N/A R= ftz 7. Windows(156.0 sqft.) Description Area c. N/A R= ftz a. U-Factor: Sgl, default 126.00 ftZ SHGC: Tinted, default 11. Duets b. U-Factor: Dbl, default 30.00 ftz a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ftz SHGC: Tinted, default 12. Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER:14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ftz HSPF:8.4 SHGC: 14. Hotwater systems 8. Floor Types (1670.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1670.00 ftz 1 EF: 0.9 b. N/A R= ftz b. Conservation features c. N/A R= ftz None 15. Credits CF Total As -Built Modified Loads: 30.06 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 35.24 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. 17 PREPARE Y DATE t I hereby certify that this building, as gn , is in compliance with the Florida Energy Code. Review of the plans and specification's covered by this calculation indicates compliance with the Florida Energy Code. Before d struction is completed this b 'ding will be inspected for co li ance with Section 553.908 8orida Statutes. BUILDING OFFICIAL: DATE: OF -TOES T,gplot, NI a 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT. Title: WYNNECARLETON61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1670 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL, - 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, ST_LUCIE_CO_INTL FL_ST_LUCIE_CO INTL 2 39 90 75 70 722 58 Medium FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 127.7 ft 0 1670 ft2 0 0 1 • ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1.760 ft2 0 ft2 Medium 0.85 N 0 18.4 deg ` ATTIC in) Area RBS IRCC V # Type Ventilation Vent Ratio (1 1 Full attic Vented 300 1670 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1670 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 13 119 ft2 0 0 0.8 2 N Exterior Concrete Block - Int Insul 5 160 ft2 0 0 0.8 3 E Exterior Concrete Block - Int Insul 13 439.2222 0 0 0.8 4 E Exterior Concrete Block - Int Insul 5 100 ft2 0 0 0.8 5 S Exterior Concrete Block - Int Insul 13 124 ft2 0 0 0.8 6 SW Exterior Concrete Block - Int Insul 13 34 ft2 0 0 0.8 7 W Exterior Concrete Block - Int Insul 13 380.6666 0 0 0.8 8 - Exterior Concrete Block - Int Insul 11 216 ft2 0 0 0.8 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 1 DOORS # Ornt Door Type Storms U-Value Area 1 2 3 E S - Wood Wood Wood None None None 0.6 0.6 0.39 21 ft2 21 ft2 16.25 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N Metal N Metal E Metal S Metal W Metal Double (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 0.87 0.55 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in 60 ft2 1 ft 0 in 0 ft 6 in 40 ft2 1 ft 0 in 0 ft 6 in 20 ft2 1 ft 0 in 0 ft 6 in 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None 'INFILTRATION S VENTING Method SLA CFM 50 ACH 50 ELA EgLA --- Forced Ventilation -- Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1577 7.08 86.6 162.8 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 1 COOLING SYSTEM # System Type Subtype- Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 34 kBtu/hr cfm 0.85 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.4 34 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 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS — Supply ---- — Return ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 40 ftz Attic 24 ft' Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling[[X Jan Feb X Mar X]] A r X Ma [[X]] Jun X]] Jul X Au [[X]] Se Oct Xj Nov f X Dec f HeatinrXJ Jan IXXIFeb Mar Apr IX� May [X] Jun Jul Xj Aug I [X] Sep Oct rXI X] Nov XI Dec Ventin [X Jan X Feb X Mar lX� lX] X A r X Ma [X Jun lX] X Jul X Au [X Se Oct [XI 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FC?RM 11,00A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: PORT ST. LUCIE, FL, - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors I N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 I Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints i between exterior wall panels at corners; utility penetrations; i between wall panels & top/bottom plates; between walls and floor. j EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors i N1106.AB.1.2 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 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 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 Air barrier on perimeter of floor cavi 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 N1112.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. 5/16/2011 3:16 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. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Sgl, default SHGC: Tinted, default b. U-Factor: Dbl, default SHGC: Tinted, default c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: e. U-Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A , PORT ST. LUCIE, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=13.0 1096.90 ft2 b. Concrete Block - Int Insul, Exterior R=5.0 260.00 ft2 1 c. Concrete Block - Int Insul, Exterior R=11.0 216.00 ft2 2 d. N/A R= ft2 No 10. Ceiling Types Insulation Area 1670 a. Under Attic (Vented) R=30.0 1670.00 ft2 b. N/A R= ft2 Area c. N/A R= ft2 126.00 ft2 11. Ducts 30.00 ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ft2 12. Cooling systems ft2 a. Central Unit Cap: 34.0 kBtu/hr SEER: 14 ft2 13. Heating systems a. Electric Heat Pump Cap: 34.0 kBtu/hr ft2 HSPF: 8.4 14. Hot water systems Insulation Area a. Electric Cap: 40 gallons R=0.0 1670.00 ft2 EF: 0.9 R= ft2 b. Conservation features R= f12 None 15. Credits CF I certify that this home has complied with the Florida Energy Effici ncy Code for Building Construction through the above energy saving features which w' be installed (or exceeded) in this home before final inspection. Othe a new EPL i play Card will be completed based on installed Code compliant f y04 i$E ST.gT�O uiltler Si nature: ' Date: Address of New Home: c O Ci /FL Zi �5`'� L:� �. *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. �-a Pro ect Summary Job: Wrightaoft- Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfort controlofslc.corn For: CARLTON 61 W/CLOSED R PRCH, WYNNE BUILDING CORP. PORT SST. LUCIE, FL Notes: Desogn: ;lnfo.rrnaton -n Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 14152 Btuh Ducts 5038 Btuh Central vent (36 cfm) 1116 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20306 Btuh Infiltration . Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2 1670 1670 Volume �ft3) 14507 14507 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 92 48 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25H BB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47°F 28 OF 1133 cfm 0.059 cfm/Btuh 0 in H2O Printout certified by ACCA F}� wrigl�tsoTt^ Right -Suite® Universal 7.1.19 RS )58I ACCK E:1Wrightsoft HVAC1Wynne Corp1WYNNECARLETON61.rrp Calc = Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 75 15 L 50 61 OF OF OF % gr/lb Sensible Cooling Equipment Load Sizing Structure 16456 Btuh Ducts 7330 Btuh Central vent (36 cfm) 598 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23165 Btuh Latent Cooling Equipment Load Sizing Structure 2420 Btuh Ducts 1973 Btuh Central vent (36 cfm) 1515 Btuh Equipment latent load 5908 Btuh Equipment total load 29073 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4CN(13,F)036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 2011-May-16 14:58:17 Page 11 a Load Short Form Job: ` wrlghtsof$" Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax. 772-785-9144 Web: comfortcontrolofslc.com • - • • For: CARLTON 61 W/CLOSED R PRCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 -Design'• • Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (°F) 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 14 PURON HP Model 25H BB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47°F 28 OF 1133 cfm 0.059 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4C N (B, F) 036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1175 952 69 45 GREAT RM 553 4377 6040 258 288 LAUNDRY 42 767 2337 45 111 KITCHEN 131 495 3883 29 185 MS BATH 56 775 987 46 47 MS CLOSET 63 117 175 7 8 MS BDRM 305 3221 2954 190 141 HALL 20 37 55 2 3 BATH 43 330 277 20 13 BDRM 2 168 2734 2133 161 102 CLOSET 21 213 144 13 7 DnD11U Inn enwn eoc4 "I Printout certified by ACCA to meet all requirements of Manual J 8th Ed. � — F wrightsoft" Right -Suite® Universal 7.1.19 RSU05864 2011-May-16,14:58:17 ACCP, E:\WrIghtsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 1 Entire House d 1670 19190 23786 1133 1133 Other equip loads 1116 598 Equip. @ 0.95 RSM 23165 Latent cooling 5908 06 29073 1133 1133 TOTALS 1670 203 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wlrightsoft" Right -Suite® universal 7.1.19 RSU05864 2011-May-16 14:58:17 ZC E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 2 Job: _ Ri ht•1®Work�heet Date: MAY 13, 2011 ZIMMERMAN +1+ wYrightrWftr Right By: PATRICIA House COMFORT CONTROL OF SLC, INC. Fax: 772-785-9144 Web: comfortcontrolofslc.com SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 FOYER 1501 Entire House 160.2 ft 6.0 ft heat/cool 1 Room name S.7 ft d 8.0 ft 6.0 x 11.5 ft 2 Exposed wall 69.0 ftz 3 Ceiling height 1670.0 ft' 4 Room dimensions 5 Room area (ft.) Load Area t (ft) Load Btuh) Ty Construction HTM Area U-value Or or perimeter (ft) °F) (Btuh/ft� (Btuh) or perimeeter Heat Coo number (Btuh/ft' NIP/S Heat Cool Gross NIPIS Heat Cool Gross 0 0 0 0 119 89 0.091 n 2.55 2.18 30 0 227 479 609 0 609 O 0 0 0 0 0 0 6 � 12C Osw 1 D-c2ow 0.570 n 15.96 20:29 100 3.50 2.22 160 350 222 1014 1412 0 0 p p 0 0 V�/ 13A-5ocs 0.125 n 60 p 1.080 n 30.24 23.54 438 398 1014 0 869 p p 0 p 0 L-G 1A-rlob 0.091 a 2.55 2.18 40 3 1210 1924 0 p 0 11 % 12C-Osw L- G IA-r1ob 1.080 a 30.24 48.10 100 79 3.50 2.22 277 353 176 O 365 0 p B9 0 59 V 13A-50cs 0.125 a 21 21 0.600 a 16.80 17.40 83 124 211 181 48 O 27 0 p 0 D 11J0 W 12C Osw 2.55 2.18 0.091 s 20 20 30.24 23.54 605 353 471 365 21 21 0 353 0 365 0 1A-r1ob 1.060 s 21 21 1.080 s 16.80 17.40 88 74 0 0 0 p 0 D 11J0 W 12C-Osw 0.091 sw 2.55 2.18 375 2.55 2.18 381 955 213 818 299 0 0 0 250 0 79 N/ 12C-Osw 0.091 w 6 1 1.270 w 35.56 49.79 201 216 543 171 92 0 92 0 p 0 1--G 1A-rlom 12B-Obw 0.097 2.72 0.85 16 0.390 n 10.92 11.31 16 144g 177 1298 184 2434 69 69 0 62 O 116 0 D 11D0 16B-30ad 1449 0.032 - 0.90 1.68 221 1.37 2.08 221 304 689 461 0 369 69 69 33 p 18 0 C C 16C-19al EON 1449 0,049 0.48 0.25 1449 221 221 167 0 0 0 F 19C-19cscp 0,027 0.76 0.00 F 21A-20c -6 0 766 630 6 c) AED excursion 11325 11599 100 28 Envelope loss/gain 2827 7970 0 0 0 12 a) Infiltration b) Room ventilation 460 0 0 0 Occupants @ 230 Z 3600 13 Internal gains: Appliances/other 866 658 14152 16456 Subtotal (lines 6 to 13) 0 0 0 0 0 0 0 0 0 0 Less external load 0 0 866 658 Less transfer 14152 16456 36% 45% 308 293 Redistribution 36% 45% 5038 7330 14 Subtotal 1175 952 15 Duct loads 19190 23786 69 45 1133 1133 Total room load Air required (cfm) of Manual J 8th Ed. Printout certified by ACCA to meet all re uirements 2011-May-16 14:58:17 1 „�„ ;yr.csufFt Right-Suile® Universal 7.1 -rr R Calc = 4 Calc MJB Orientation = N Page �A E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp +f+ wrightsoft= Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 30.0 ft 6.0 ft 3 Ceiling height 9.8 it heaUcool 8.0 ft heat/cool 4 Room dimensions 1.0 x 552.5 ft 7.0 x 6.0 ft 5 Room area 552.5 f12 42.0 ft' Ty Construction U-value Or HTM Area (M Load Area (ft2) Load number (Btuh/W°'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1,N 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 L -G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.55 2.18 294 254 647 555 0 0 0 0 1A-rlob 1.080 a 30.24 48.10 40 3 1210 1924 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 48 48 122 105 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 0.90 1.68 553 553 495 928 42 42 38 71 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 553 553 263 141 42 42 20 11 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -2 -15 Envelope loss/gain 2615 3545 465 389 12 a) Infiltration 613 173 100 28 b) Room ventilation 0 0 0 0 13 Internal gains:, Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3228 4178 565 1617 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3228 4178 565 1617 15 Duct loads 36% 45% 1149 1861 36% 45% 201 720 Total room load 4377 6040 767 2337 Air required (cfm) 258 288 145 111 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ram- wrigr.tsort- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACC GF E:\Wdghtsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 2 +{+ wrights®ft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 8.0 ft 3 Ceiling height a.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10.5 x 12.5 ft 7.0 x 8.0 ft 5 Room area 131.3 W 56.0 ft' Ty Construction U-value Or HTfvl Area ffl Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1 Dc2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L--G IA-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 W W. 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 1W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 64 58 148 127 1--G 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 6 1 213 299 128-0bw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0.90 1.68 131 131 118 221 56 56 50 94 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 131 131 62 33 56 55 27 14 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -25 111 Envelope loss/gain 365 287 438 645 12 a) Infiltration 0 0 133 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 365 2687 571 683 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 365 2687 571 683, 15 Duct loads 36% 45% 130 1197 36% 45% 203 304 Total room load 495 3883 775 987 Air required (cfm) 29 185 461 47 Printout certified by ACCA to meet all requirements of Manual J 8th Ed +�f wrigr.tsoTt Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCA E:\Wrightsoft HVAC\Wynne Carp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 3 + wrightsoftn Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heaticool 8.5 ft heat/cool 4 Room dimensions 7.0 x 9.0 ft 1.0 x 304.5 ft 5 Room area 63.0 ft2 304.5 ft2 Ty Construction U-value Or HTM Area M Load Area (ft2) Load number (Btuh/ft2-°F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 L- G 1 Dc2ow 0.570 n 15.96 20.29 0 0 0 0 30 0 479 609 WII 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 -- L--G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 T-G 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 Y-D 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 217 217 552 473 C 1A-r1om 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 IL-D 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 63 63 56 106 305 305 273 512 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 63 63 30 16 305 305 145 78 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -1 -19 Envelope loss/gain 86 121 1676 1846 12 a) Infiltration 0 0 700 197 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 86 121 1 2376 2044 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 86 121 2376 2044 15 Duct loads 36% 45% 31 54 36% 45% 846 910 Total room load 117 175 3221 2954 Air required (cfm) 71 81 11901 141 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +k+- wr:gr,tsort Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 .4CCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 4 -+ wroghtsoftr Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: cornfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.0 x 5.0 ft 8.5 x 5.0 ft 5 Room area 20.0 ft' 42.5 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 Val 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I-G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I-VU G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 D 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 L-G 1A-rlam 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 12B-Ob w 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 20 20 18 34 43 43 38 71 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 20 20 10 5 43 43 20 11 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -2 Envelope loss/gain 27 38 160 168 12 a) Infiltration 0 0 83 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 27 38 244 191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27 38 244 191 15 Duct loads 36% 45% 10 17 36% 45% 87 85 Total room load 37 55 330 277 Air required (cfm) 1 12 3 20 13 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ►}�- wr:gr,tsorc Right -Suite® Universal 7.1.19 RSU05864 2011-May- 16 14:58:17 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 5 V wrightsottr Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Roam name BDRM 2 CLOSET 2 Exposed wall 33.2 ft 2.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 168.0 ft 8.5 x 2.5 ft 5 Room area 168.0 ft' 21.3 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ftk °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 IqJ 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I--G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-rlob 1.OBO n 30.24 23.54 0 0 0 0 0 0 0 0 11 VV 12C-Osw 0.091 a 2.55 2.18 104 104 265 227 0 0 0 0 �-G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 W �D 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 20 20 70 44 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 L-{----G 1A-r1ob 1.080 s 30.24 23.54 20 20 605 471 0 0 0 0 D 11Jo 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 52 52 132 114 0 0 0 0 �--G 1A-r1om 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 168 168 151 282 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 21 21 29 44 F 19C-19cscp 0.049 0.48 0.25 168 168 80 43 0 0 0 0 F 21A-20c 0.027 0.76 0.00 0 0 0 0 21 21 16 0 6 c) AED excursion -14 -1 Envelope loss/gain 1462 1319 115 88 12 a) Infiltration 555 156 42 12 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2016 1475 157 100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2016 1475 157 100 15 Duct loads 36% 45% 718 657 36% 45% 56 44 Total room load 2734 2133 213 144 Air required (cfm) 161 1021 13 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. F}t wrigr.tsott- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 6 +I "wroghtsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name PORCH 2 Exposed wall 30.0 ft 3 Ceiling height 8.0 ft heat/cool 4 Room dimensions 20.0 x 10.0 ft 5 Room area 200.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ft; °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 kj12C-0sw 0.091 n 2.55 2.18 0 0 0 0 _--G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 160 100 350 222 1A-r1ob 1.080 n 30.24 23.54 60 0 1814 1412 11 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 I--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 W. 13A-5ocs 0.125 a 3.50 2.22 80 59 207 131 D 11J0 0.600 a 16.80 17.40 21 21 353 365 IWI 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 ^ I--v 1A-rlob 1.080 s 30.24 23.54 0 0 0 0 �-D 11J0 0.600 s 16.80 17.40 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 �G IA-rlam 1.270 w 35.56 49.79 0 0 0 0 D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 0 0 0 0 C 16C-19al 0.049 1.37 2.08 200 200 274 416 F 19C-19cscp 0.049 0.48 0.25 0 0 0 0 F 21A-20c 0.027 0.76 0.00 200 200 151 0 6 c) AED excursion -25 Envelope loss/gain 3149 2523 12 a) Infiltration 601 141 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3650 2664 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3650 2664 15 Duct loads 36% 45% 1299 1187 Total room load 4949 3851 Air required (cfm) 1292 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -Fp- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 lec-A E:%Wrightsoft HVAMWynne Corp1WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 7 �� W1 -MiTek� POWER rO PERFORM." Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: 70312 - 6789 Mar Pacifico M!Tek Industries, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: 6789 MAR PACIFICO Model: Lot/Block: Subdivision: Address: n6789 MAR PACIFICO City: Port St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-05 Wind Speed: 1110 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. Seal# Truss Name Date No. Seal# Truss Name Date 1 T4221418 A5 11/16/0, 18 IT4221435 I KJ8 11/16/01 12 1 T4221419 1 A6 11/16/01 j C C 13 1 T4221420 1 A7 1 11/16/011FL14 1 T4221421 1A8 1 11/16/01115 1T4221422 1 A9 1 11/16/01 16 T4221423 1 A 1 11/16/011 17 IT4221424 1 GRA 111/16/011 18 1 T4221425 1 GRB 1 11/16/011 19 1 T4221426 1 J 1 1 11/16/011 110 1 T4221427 1 J2 1 11/16/01_ 1 111 1 T4221428 1 J3 1 11/16/011 112 1 T4221429 1 J4 111/16/011 13 IT4221430 I J5 111/16/011 114 1 T4221431 1 J6 1 11/16/011 115 { T4221432 1 J7 1 11/16/011 116 1 T4221433 1 J8 1 11/16/011 117 1 T4221434 1 KJ7 1 11/16/01J The truss drawing(s) referenced above have been prepared by MiTek `%0111l 11 fill, 11 Industries, Inc. under my direct supervision based on the parameters `OP(v� N VF<�'o provided by Chambers Truss. ��. ,. �� G E N SF'' Truss Design Engineer's Name: Velez, Joaquin IW8182 My license renewal date for the state of Florida is February 28, 2013. * :. NOTE: The seal on these drawings indicate acceptance of -v ; �= professional engineering responsibility solely for the truss �:, STATE o F :�� components shown. The suitability and use of this component '. �`�'•?•' •` for any particular building is the responsibility of the building �'��d' R designer, per ANSI/TPI-1 Sec.2. o1S10NA� 0s.�`� FL Cert. 6634 November 16,2011 Velez, Joaquin 1 of 1 Jot; Truss Truss Type City Ply 6789 Mar Pacifica T4221418 70312 A5 SPECIAL 12 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:16 2011 Pag ` ID: MUS0007op_QYMzNJVuFE6iyuG EO-9xOcKNLOnAB Pc PU_xgtyylHJ9E3BZ2JdA8vJgwylf 0-0-0 7-8-5 , 10.6.4 i 17-0-0 20-4-8 26-4-0 , 34-0-0 05-0-0 1-0-0 7-8-5 2-9-15 6-5-12 3.4-8 5.11-8 7-8-0 Scale = 1:61.3 4.00 12 5x8 M1120= 6 2x3 M 1120 11 2x3 M112011 3x6 M1120-- 7 3x6 MII20-- 2x3 MIi20::z 4 5 8 3x4 M1120-- 3 9 2 14 rn1 10 11 rn c7x10 MI120= 15 Io 16 3x10 1011120 % 13 12 3x6 M1120-- 5x10 M1120= 2x3 M1120 II 2.00 12 10.6-4 20-4-8 26-4-0 34-0-0 r 10.6-4 9-10.4 5-11.8 7-8-0 Plate Offsets MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.44 13-14 >278 240 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 FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-4 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 midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0 (min. 0-1-9), 10=1348/0-8.0 (min. 0-1-9) Max Horz2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5571/3114, 3-4= 5234/2797, 4-5_ 5186/2804, 5-6=-5239/2908, 6-7=-2469/1445, 7-8=-2459/1368, 8-9=-2518/1354, 9-10=-3168/1750 BOT CHORD 2-14=-2965/5271, 14-15=-1005/2182, 15-16=-1010/2161, 13-16=-1013/2144, 12-13=-1531/2931,10-12=-1531/2931 WEBS 3-14=-300/395, 5-14=-222/275, 6-14=-1827/3307, 6-13=-342/543, 9-13=-665/551, 9-12=0/252 NOTES 1) Unbalanced live loads have been for `�!� I I0� QU VF �Oj roof considered this design. ��� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `♦�,QP.•�C'E N S • °•,• DOL=1.33 plate grip DOL=1.33 : •• 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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, N( 68182 •• between the bottom chord and any other members, with BCDL = 10.0psf. * 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity o= bearing surface. Provide 14 •� 6) mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint ;• T O F : 10. i i O LOAD CASE(S) Standard N A� #,i11 F_FL Cert. 6634 November 16,20 A WARNING - VCHfiJ drsrgn parameters and READ NOTES ON7EIS AND INCLUDED NQTEKREFERENCE PAGE M -7473 ren. 10-US 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 param enters 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 Mffek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rOW[R O PERPpR L' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 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 City Ply 6789 Mar Pacifico T4221419 70312 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:17 2011 Pag ID: MUSQUO?op_QYMzNJ VuFE6iyuG EO-d7x_YiMtYUGG EY2AUNOBVzgQOe PMIOom PoesNMylf 1-0- 8-11-11 L5:0-0 19-0.0 20-4-8, 264-0 34-0-0 35-0-0 1-0- 8-11-11 6-0-6 4.0.0 1-4-8 5.141 7-8-0 1-0.0 Scale = 1:62.6 400 12 5x10M1120% 5x6 MII20-- 5 6 2x3 M11201� 3x6 M1120% 3x4 M1120- 3x6 M1120-- 4 3 7 8 2 14 �t 9 10 � 6x8 M1120= 13 jC� d 3x4 M1120= 12 3x10 MII20= 11 3x6 MII20-- 5x6 M1120= 2x3 M112011 2,0012 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 Ede 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud 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(rL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 152 lb FT = 0%p LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) 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 2-3= 5228/3121, 3-4=-5107/3137, 4-5= 4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-8=-2943/1811, 8-9= 3059/1797 BOT CHORD 2-14=-2964/4955, 13-14— 1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11 =- 1587/2829 WEBS 4-14=-369/478, 5-14= 1557/2665, 5-13— 412/277, 6-13= 313/575, 7-12=-754/601, 7-11=0/283 NOTES tt,1111111111 1) Unbalanced roof live loads have been considered for this design. �, U 1 N �I V S'�j� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber e Q• • , , �C DOL=1.33 plate grip DOL=1.33 3) Provide drainage to ��e � Q �G E N '' •, �� ': •�� S'�••? �� adequate prevent water ponding. 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 fitz N( 68182 •� between the bottom chord and any other members. Z * : 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 875 lb uplift at joint 2 and 875 lb uplift at Joint!: p T O F 9. • •' LOAD CASE(S) Standard . 1 P \� e� ,��''ss s%% rnti�l►IIo FL Cert. 6634 November 16,20 � WARNING - Verrfij design parameters and READ NOTES ON 77US AND INCLUDED MEK REFERENCE PAGE MI-7473 r w. 10-'08 BEFORE USE. • Design valid for use only with MiTek connectors, This design Is based only upon parameters shown, and is for an individual building component. � Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding p vLR ip PtRfpRM' 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 Job Truss Truss Type City Ply 6789 Mar Pacifica T4221420 70312 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:18 2011 Peg ID: MUSQU07op_QYMzNJVuFE6iyuG EO-6JVM12MHJoO7sidM25vQ1 ANez21f 1 uZweSOQvpylf 1-0- 8-11-9 13-010 21-0-0 26-4-0 34-0-0 $5.0•p 1-0- 8-11-9 4-0-7 8.0-0 5.4.0 7-8.0 Scale= 1:62.6 4x8 MI120% 4x8 MII20-- 4.00 F12 4 5 2x3 M1120J 3 3x4 MII20-- 6 2 11 7 n B , 1 7x8 M1120= I6 3x10 M1120= 10 6 9 3x6 MII20-- 5x12 M1120= 2.00 F12 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 1.8.0 Plate Offsets MY): : 2:0-4-4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007(rP12002 (Matrix) Weight: 146 lb FT = 0% 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 (min. 0-1-8), 7=1305/0-8-0 (min. 0-1-9) Max Horz2=-123(LC 6) Max Uplfft2=-890(LC 3), 7= 889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5= 2299/1492, 5-6=-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. 111111 // 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, N DOL=1.33 plate grip DOL=1.33 l ,v� PQ.... •• ' • 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,♦ Q • E % •, i� , SAC`••? psf 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( 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 of: * •= bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at joint T :9•: T OF :•tU: LOAD CASE(S) Standard % J* N w11 1111►�� FL Cert. 6634 November 16,20 ® WARNING - Vm{jr-1 dstgn parameters and REOD NOTES ONTMS AND INCLUDED Mr=REFERENCE PAGE MII-7473 ran. 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. Nal Applicability of design paramenters and proper incorporafion 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 responsibility 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 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 6789 Mar Pac'rfico T4221421 70312 A8 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:19 2011 Pag ' ID:ghOohMOQaHYPz7xW3bmTfwyuG E7-a W3kzONv45 W_TsCZcoQfaOvuW S9AmQ33t67zRFyl 0-0-0 7-10-13 11-0.0 , 17-0-0 , 23-0.0 26.1-3 , 34-0-0 85-0-Q 1-0-0 7-10.13 31-3 6.0.0 6.00 3.1-3 7-10.13 10.0 Scale = 1:59.3 4x5 % 3x6 = 4x5 4.00 Ft2 4 5 6 2x3 2x3 3 7 un 1 2 8 9 u2 141 fo 3x6 % 14 13 12 11 10 3x6 4x6 = 2x3 II 3x8 = 3x8 = 4x6 = 11-0-0 17.0-0 23-0-0 34-0-0 11-0-0 6-0-0 6-0-0 11-0-0 Plate Offsets X Y : 2:0-3-14 0-1-8 8:0-3-14 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 OA6 Vert(LL) 0.33 12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.88 2-14 >454 240 BCLL 0.0 Rep Stress Incr YES W B 0.41 Horz(TL) 0.15 8 nla n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 153 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-4-0 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=1305/0-8-0 (min. 0-1-9), 8=1305/0-8-0 (min. 0-1-9) Max Horz2=108(LC 5) Max Uplift2=-902(LC 3), 8=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2953/1871, 3-4=-2641/1672, 4-5=-2490/1618, 5-6=-2490/1618, 6-7=-2641/1672, 7-8=-2953/1871 BOT CHORD 2-14— 1720/2743, 13-14=-1647/2803, 12-13=-1647/2803, 11-12— 1647/2803, 10-11 =-1 647/2803, 8-10— 1641/2743 WEBS 3-14=-357/40914-14=-327/636, 5-14— 501/361, 5-10= 501/360, 6-10=-327/636, 7-1 0=-357/41 0 NOTES ►►►►►�iilii 1) Unbalanced roof live loads have been considered for this design. I N VF 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� DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to water ,� Q G E N � ',••�� S�`••? �� prevent ponding. 4) This truss has been designed fora 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 fitZ N( 68182 •� between the bottom chord and any other members. * 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 Ito uplift at joint 2 and 902 lb uplift at joina 8. •� LOAD CASE(S) Standard T F #iilll►►►►► FL Cert. 6634 November 16,20 A WARNING - VeHfij d lgn pti and RFAD NOTES ONTHIS d►m INCLUDED M TEIC REFERENCE PAGE MII.7473 r—. 10-'08 BEFORE USE. a Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ins 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 responsiblllity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding rowsa,u nsnranN 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 Sheet Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 6789 Mar Pacifica T4221422 70312 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:20 2011 Pag ' ID:ghOohMDQaHYPz7xW3bmTfwyuGE?-2id6AkOXrPer5OnlAWxu7bSOHrXjVp?C5mtXzhyl r1-0-Q 9-0-0 17.0.0 25-0-0 34-0-0 $5-0-Q 1-0-0 9-0-0 8-0-0 8-0-0 9-0-0 1-0 0 Scale = 1:59.3 7x10 MT18H 4.00 12 2x3 11 7x10 MT1811 3 4 5 n1 2 6 7 09��= Im 0 3x6 % 12 11 10 9 8 3x6 2x3 11 3x6 _ 3x8 = 3x6 = 2x3 11 9-0-0 17-0-0 25-0-0 34-0-0 9-0-0 8-0-0 8.0-0 9-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 5:0-5-0 0-2-0 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.65 Vert(LL) 0.43 10 >941 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.65 10-12 >619 240 MT18H 244/190 BOLL 0.0 • Rep Stress Incr YES WB 0.69 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 142 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-6 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 (min. 0-1-9), 6=1305/0-8-0 (min. 0-1-9) Max Horz2=92(LC 5) Max Uplift2= 913(LC 3), 6— 913(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2991/1865, 3-4=-3456/2249, 4-5= 3456/2249, 5-6= 2991/1865 BOT CHORD 2-12=-1695/2758, 11-12= 1694/2768, 10-11=-1694/2768, 9-10=-1626/2768, 8-9=-1626/2768, 6-8=-1627/2758 WEBS 3-12=0/369, 3-10= 559/94614-10=-426/411, 5-10=-559/946, 5-8=0/369 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �1111111�� DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All MT20 indicated. •••• Q �00 plates are plates unless otherwise �� G E N ` 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. ,,•' S�`••? �� psf �� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 �• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint * 6. LOAD CASE(S) Standard •; T OF • 1 '�.ssss � • .N,4� ��Ca �. I n/llll► FL Cert. 6634 November 16,20 ® WARMNG - VeH ij design parameters aad RFAD NOTES ON THIS A11m INCLUDED MEKREFERENCE PAGE MI-7473 ren. Y 0-'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 responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PCWCR m PBRtpRM.' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, 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 6789 Mar Pacifico T4221423 70312 A COMMON 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:14 2011 Pag ID:tiv2Gh?A3g Ihkpo7xBk?aVyuG E1-DYG rwhJmFZuiN5KbpFgUtKCljRSt57iKjgOCm1 yl 0-0 r1-0-q 6-7-13 , 12.4-13 , 17-0.0 21-7-3 27-4-3 i 34.0.0 35-0-(? 106-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0 0 Scale = 1:59.4 4x5 MII20= 4.00 12 6 19 2x3 M112011 18 2x3 M112011 3x6 M1120- 5 7 3x6 M1120ZZ: 3x4 M1120% 4 8 3x4 M1120-- 3 9 N 2 10 11 �1 I' C) 16 20 21 13 3x8 M1120= 17 15 14 12 3x8 M1120= 4x6 M1120= 4x6 M1120= 2x3 M112011 3x8 M1120= 3x8 M1120= 2x3 M112011 6-7-13 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/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.38 14-15 >999 360 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(FL) -0.82 14-15 >486 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 163 lb FT = 0 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 (min. 0-1-11),10=1410/0-8-0 (min.0-1-11) Max Harz 2=-154(LC 6) Max Uplift2= 880(LC 3), 10= 880(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-4=-2844/1502, 4-5=-2793/1510, 5-18= 2837/1614, 6-18=-2750/1618, 6-19=-2750/1618, 7-19=-2837/1614, 7-8=-2793/1509, 8-9= 2844/1502, 9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 16-17=-1743/3154, 15-16=-1743/3154, 15-20=-937/2064, 20-21=-937/2064, 14-21— 937/2064, 13-14=-1633/3154, 12-13=-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%`111111111111 1) Unbalanced roof live loads have been considered for this design. v I N �I 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 ` PQ VET eee DOL=1.33 plate grip DOL=1.33 •\ C E•NS • 0 3) This truss has been designed for 10.0 bottom live load live loads. a psf chord nonconcurrent with any other ee ,• �, �`�•,� 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. N 68182 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at joint •� 10. % 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, ro 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. T O F 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). O;�• ol LOAD CASE(S) Standard1 Q,.•\� \ ee 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 ` ` Uniform L �SS � >QL�\ Vert: 1-6=-54, 6-11= 54, 2-20= 20, 20-21=-60, 10-21=-20 Concentrated Loads (lb) Vert: 18— 50(F) 19=-50(F) FL Cert. 6634 November 16,20 A WARNING - VeHfii design Parameters and READ NO7RS ON THIS AND INCLUDED MITEKREPERENCE PAGE MII-7473 rea. 10-TS EEPORE USE. u Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component. MApplicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown 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 pOw6R a PCRIORH 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 City Ply 6789 Mar Pa Rico T4221424 70312 G RA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MITek Industries, Inc. Wed Nov 16 09:48:22 2011 Pag ID:ItaBvi 12Lbg FbH W idJ HiC7yuG E_ _5ftbQ PnNOuZKKxBHw_MCOXI Ef E7zhnVZ3Md2aylf r1-aq 8-0-0 12.6.0 17-0.0 ,18-6-0, z2-2-2 , 26-0-0 , 34-0-0 35-0-p 1-ao 8-o-0 4-6-0 4-s•o 1-s-o 3 e-z 3-9-1a a-o-o 1-0-0 (+) Top chord must be braced by end jacks, Scale = 1:61.3 roof diaphragm, or properly connected purlins as shown. _ This truss is NOT symmetric. (+) axa — Proper orientation is essential. 11 14 10x10 = 9 4x5 = 7x12 - 7 17 6x12 4.00 12 5 3x6 — 19 3 13 21 10 N 1 2 22 23 N , Im 3x5 = 29 28 27 26 25 24 3x5 d 3x5 II 3x6 = 6x8 = 7x8 = 3x6 — 5x6 = 8•0-0 12-11 18-6.0 26-0-0 34-0-0 8-0-0 4-6-0 6-a0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-4-8 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 (too) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.23 2-29 >624 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.80 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. Except: BOT CHORD 2 X 4 SYP M 30 1 Row at midpt 8-21 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz2= 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 428(LC 3), 27=-1373(LC 5), 26=-1770(LC 4), 22= 630(LC 4) Max Grav All reactions 250 Ito or less at joint(s) except 2=536(LC 7), 27=1781(LC 1), 26=2503(LC 1), 22=787(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-744/453, 3-4=-100/418, 4-6= 100/418, 6-8=-560/953, 8-10= 560/953, 10-12=-560/953, 12-13=-560/953, 13-15=-560/953, 15-16=-560/953, 16-18=-560/953, 18-20=-1792/1525, 20-21=-1792/1525, 21-22=-1563/1076, 3-5_ 492/580, 5-7=-402/607, 7-9— 53/385, 9-11= 13/425, 11-14=0/397, 14-17=-139/468, 17-19= 219/425, ``e,��1►111111,��I� N = 19-21351/441 BOT CHORD 2-29= 455/646, 28-29=-398/546, 27-28=-398/546, 26-27=-927/757, 25-26=-162/263, • Qp, ' • �` �iI 24-25=-162/263, 22-24=-900/1424 ,�� • • G•E N S' • •? .0� , : ,•' �,\ �` WEBS 3-29= 493/863, 3-27=-1750/1315, 6-27=-593f714, 6-26=-497/442, 13-26=-887/736, 18-26=-1886/1620, 18-24= 934/1464, 6-7=-591/634, 19-20=-260/340, 14-15=-491/449, N( 68182 •� *4O��� 11-12=-380/239 NOTES /� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �OO F . ��; DOL=1.33 plate grip DOL=1.33 3) Provide drainage adequate to prevent water ponding.P'\4) All plates are 2x3 MT20 unless otherwise indicated. his for a10.0 psf bottom chord live load nonconcurrent with loads. has been esigned rr TThis truss �,e�,,, forned hs been dss 6) a liiive oad of 20.Ops on the bottom chord in all aresnwhere a ctangle 3-6-0 tall by 2-0-0 wide will fite between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 2, 1373 lb uplift at joint 27 1770 lb uplift at joint 26 and 630 Ito uplift at joint 22. FL Cert. 6634 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. November 16,20 Continued on page 2 ® WARNING- VErlfy des1ga parameters and READ NOTES ON MIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 ren. 10-'08 BEFORE USE. Deslgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ppµER R pERrGRH- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, 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 6789 Mar Pac'rlico T4221424 70312 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MTek Industries, Inc. Wed Nov 16 09:48:22 2011 Pag ID:ItaBvil2LbgFbHWidJHiC7yuGE= 5ftbQPnNOuZKKx8Hw_MCOXIEfE7zhnVZ3Md2ayl NOTES 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 21-23=-54, 2-29=-20, 24-29=47(F=-27), 22-24=-20, 3-11— 126(F= 72), 11-21=-126(F= 72) Concentrated Loads (lb) Vert: 29=-641 (F) 24=-641(F) 001 N 1 VF N 68182 • � r •�; T F N Al-E�Ca % /111111111 FL Cert. 6634 November 16,20 1. 0 WARPIING - Verffy destga parameters and READ NOTES ONTNIS AND INCLUDED M IEK REFERENCE PAGE bII1-7473 rev. 10--'08 BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Ls for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respoMbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .o„ s ,,,,-- 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 31 Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply 6789 Mar Pacifica T4221425 70312 GRB HIP 1 2 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:23 2011 Pag ID:m38Z622g6vo6DQ5uAOoxkKyuGDz-SHJFomQ P8KOQyTW KreV bkE4We3VoiCTfnj5BaOyl r1-0•Q 7-40 13-8-0 20-4-0 27.0-0 34-0-0 35-0 0 1-0-0 7-0 0 6-8-0 6.8-0 6 8-0 7-0-0 1-0.0 Scale = 1:59.3 4.00 12 6x10 3x4 = 5x6 W13 2x3 II 6x10 3 4 5 6 7 n1 2 8 g n Im 0 6 3x8 = 15 14 13 12 11 10 3x8 = 2x3 11 4x6 — 3x5 = 3x10 = 4x6 = 2X3 11 7-0-0 13-8.0 20.4.0 27-0-0 34-0.0 7-0-0 6.8-0 6-8-0 6 8.0 7-0-0 Plate Offsets MY): : 3:0-5-0 0-2-0 5:0-3-0 Ed a 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.74 12-13 >537 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -1.05 12-13 >381 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 297 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2579/0-8-0 (min. 0-1-8), 8=2579/0-8-0 (min. 0-1-8) Max Horz2=77(LC 5) Max Uplift2=-1908(LC 3), 8=-1908(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 6942/4936, 3-4=-9445/6777, 4-5— 9443/6776, 5-6=-9443/6776, 6-7=-9444/6775, 7-8=-6942/4937 BOT CHORD 2-15=-4605/6496, 14-15=-4625/6539, 13-14=-4625/6539, 12-13— 6656/9445, 11-12= 4568/6539, 10-11=-4568/653918-10= 4548/6497 WEBS 3-15=-329/693, 3-13=-2237/3219, 4-13= 797/835, 6-12=-776/826, 7-12=-2235/3217, 7-10=-329/693 NOTES 1111 1) truss to be connected 0 0 oc ells as fol lows: N ! chords connected as follows: 2rX 4h 10row Topy t 01 °°PQv 1 Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ,�° Q Webs as follows: 2 X 4 - 1 row at 0-9-0 oc. ' •� • \ G E•N S •••. e connected �� �� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. N 68182 3) Unbalanced roof live loads have been considered for this design. 4) 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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. '• r F 7) ` 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 O ' between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1908 lb uplift at joint 2 and 1908 lb uplift atjoint 8. ♦�,,,5 • •N 9) Girder carries hip end with 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 384 lb up at 27-0-0, and 475 lb down and 384 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard November 16,20 Continued on page 2 ® WARMNG - 7-4fi/ design parameters and READ NOTES ON TWS AND INCLUDED WT SK REFERENCE PAGE MT 7473 rea. 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. AppllcaUlity of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crltoda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfrfute, 781 N. Lee Street Suite 312. Alexandda, VA 22314. Tampa, FL 33610-4115 Joh Truss Truss Type Qty Ply 6789 Mar Pa Rico T4221425 70312 GRB HIP 1 2 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MITek Industries, Inc. Wed Nov 16 09:48:23 2011 PagE 2 ID:m38Z622g6vo6DQ5uAOoxkKyuGDz-SHJFomQ P8KOQyTW KreVbkE4We3VoiCTfnj5BaOyl 6 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=-54, 3-7=-113(F=-59), 7-9= 54, 2-15=-20, 10-15= 42(F=-22), 8-10=-20 Concentrated Loads (Ib) Vert: 15=475(F) 10=-475(F) ,```II►Illlddd°1°°° N 68182 � a ,, ' T OF ' U' ii- 111 FL Cert, 6634 November 16,20 1 A WARNING- VeHfiI desiga parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M I-7473 rea, 10-'08 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of bulding 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 responsibility of the MliTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding e - fabrication, quality control, storage, delivery, erection and bracing, cenvult ANSI/TPII Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 31Z Alexandria VA 22314. Tampa, FL 33610-4115 70312 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09> ID: EG ixJO2JtCwzgag4kkJAHYyuGDy-wTsdD6R2ve9Had5 W PLOgH RcgnT1 -1-0-0 1-0.0 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to i supporting carrier truss (typ all applicable jacks on this job) 3 4.00 12 3x4 = Scale = 1:6.2 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 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 TO 0.17 BC 0.01 W B 0.00 (Matrix) DEFL in (loc) Well L/d Vert(LL) -0.00 2 >999 360 Vert(rL) -0.00 2 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% 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 (min. 0-1-8), 4=9/Mechanical, 3=-8/Mechanical Max Horz2=53(LC 3) Max Uplift2=-176(LC 3), 3=-8(LC 1) Max Gmv2=125(LC 1), 4=18(LC 2), 3=31(LC 3) 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 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 176 lb uplift at joint 2 and 8 lb uplift at joint LOAD CASE(S) Standard 3. ., O, QV IN �,V F nisi E N N 68182 •fir. .* s d — ?� •: T 0 F •I J lo • 0 N q, `%%♦ FL Cert. 6634 November 16,20 1 Q WARNING - V-4fib da 19. Param f— and READ NOTES ON THIS AND INCLUDED M =REFERENCE PAGE DHI-7473 ren. 10208 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 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 resporWbillity 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 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 6789 Mar Pac'rfico T4221427 70312 J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:24 2011 Pag -1-0-0 2-0-0 , 1-0-0 2-0-0 ' Scale = 1:7.9 3x4 = LOADING (psi) 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 FBC2007lrP12002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.00 2 >999 360 Vert(FL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 8lb FT=0% 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=145/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=36/Mechanical Max Horz2=74(LC 3) Max Uplift2=-165(LC 3), 3=-35(LC 4) Max Grav2=145(LC 1), 4=39(LC 2), 3=36(LC 1) 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 pelf 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 1►11111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 35 Ib uplift at joint 3. `�1 v I N LOAD CASE(S) Standard i N 68182 i, i T OF • l�/• N AL E�C� %. � �Iflllllll��` FL Cert. 6634 November 16,20 1 I WARMNG - Verify design parameters and READ NOTES ON MIS AND INCLUDED MTEK REFERENCE PAGE IGI-7473 rev. 10-'08 BEFORE USE. Design valld 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 bulding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary tracing to Insure stablty during construction is the responsiblllity of the Welk" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding a PcarovK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIRPII 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 ITruss 170312 In 1 MONO TRUSS T4221 ibf•I:Ya 3x4 = 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:25 2011 ID;iSGJXk3xeW3gSkFHIRrPpI uGDx-OgQ?DSSggxH8Bngjy3X3pf9zBsMbAEOyF1a 3-0-0 Scale = 1 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/rP12002 CSI TC 0.26 BC 0.12 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) Well L/d 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=53/Mechanical, 2=187/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz2=94(LC 3) Max Uplift3=-52(LC 3), 2= 205(LC 3) Max Grav3=53(LC 1), 2=187(LC 1), 4=53(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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. 0j11111111/1� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 205 lb uplift at joint 2. ,fit+ 11 I N ,o° LOAD CASE(S) Standard V N 68182 T F 1JJ f ti N AL E�C� `. 11111►1e,4, FL Cert. 6634 November 16,20 1 I'A WARNING - Verij3j design parameters and READ NOTES ON 77HS AND INCLUDED WTEK REPERENCE PAGE M11.7473 reo. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding, - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 70312 J4 I MONO TRUSS 14 1 1 I T4221 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 101KIN 7.250 s ID: iSGJXk3xe W3gSkFHI RrPplyuGDx-OgQ?DSSggxH8Bngjy3X3pf9zBsKyAEOyF1 -1-0.0 _ 4-0-0 1-0-0 �— 4.0-0 Scale = 1:11.2 3x4 = SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 Lumber Increase 1.25 BC 0.22 Vert(rL) -0.03 2-4 >999 240 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code FBC2007ITP12002 (Matrix) Weight: 14 lb FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=85/Mechanical, 2=219/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Harz 2=115(LC 3) Max Uplift3=-91(LC 3), 2=-217(LC 3) Max Grav3=85(LC 1), 2=219(LC 1), 4=73(LC 2) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 quide. 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 91 lb uplift at joint 3 and 217 lb uplift at joint LOAD CASE(S) Standard 2. O.v I N V �ii i N 68182 a T O F � O� ••,� P •:=eve. �•,i�sb' • .N AL % fillf11, FL Cert. 6634 November 16,20 1 A INARxmu . Vn-ifij design parameters and REND N07ES ON 7WS AND HXL UDED WTEK REFERENCE PEGS MI r.7473 rm. 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 paramenters and proper incorporation of component is responsibility of building designer - not buss 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 regardingPEAroAK- 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 70312 MONO TRUSS 6789 Mar Pacifico T4221 Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 Mrrek Industries, Inc. Wed Nov 16 09:48:26 2011 ID:iS GJXk3xe W3gSkFHI RrPplyuGDx-ts_ORnT I RFP?pxEvWm2IMsi5tGel vhGSUhH -1-0-0 5-0-0 1.0.0 5.0.0 Scale = 1:12.9 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(rL) -0.07 2-4 >809 240 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) Weight: 17 lb FT = 0% 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. Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=114/Mechanical, 2=254/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz2=136(LC 3) Max Uplift3=-127(LC 3), 2=-233(LC 3) Max Grav3=114(LC 1), 2=254(LC 1), 4=93(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. ``�1111111 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 127 lb uplift at joint 3 and 233 lb uplift at joint I� plate U I N V � 2. LOAD CASES Standard v,e` C'• '01 N 68182 T OF 11111 FL Cert. 6634 November 16,20 1 O WARNBVG - VeH ij design parents aad READ NOTES ON THIS AND INCLUDED R4 =DEFERENCE PAGE A77I-7473 ren. 10-'0S 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. Dal Applicability of design paromenters and proper incorporation of component is resporidblity 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/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 Truss I Truss Type I City I Ply 16789 Mar Pacifico T4221431 70312 1,16 MONO TRUSS 1-0-0 3x4 = 7.250 s Aug 25 2011 MiTek Industrie ID;ISGJXk3xeW3gSkFHIRrPpI uGDx-ts_ORnTIR 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TOLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.06 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.15 2-4 >450 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=143/Mechanical, 2=289/0-8-0 (min. 0-1.8), 4=56/Mechanical Max Horz2=157(LC 3) Max Uplift3=-161(LC 3), 2=-250(LC 3) Max Grav3=143(LC 1), 2=289(LC 1), 4=113(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.5 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% 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 fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 250 lb uplift at join 2. LOAD CASE(S) Standard t `,,IIII111/,)I' ,���� PpU 1 N VFW i N 68182 � 0 O:. T OF '1V. .0� .•.c `gyp.,:\=e�� FL Cert. 6634 November 16,20 1 A WAPVMG - Verifij dsign,par— efe and READ NOTES ON MIS AfM INCLUDED MI7F,KREPSWENCE PAGE W1.7473 rev. 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 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 responsiblility of the WOW erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingnearcnw- 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 Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 170312 IJ7 Truss Type MONO TRUSS if Bil•ZYa 3x4 = 7-0-0 6 09:48:27 2011 Scale: 3/4'=1' 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.29 2-4 >275 240 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: 23 lb FT = 0% LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=172/Mechanical, 2=324/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Horz2=178(LC 3) Max Uplift3=-194(LC 3), 2= 269(LC 3) Max Grav3=172(LC 1), 2=324(LC 1), 4=133(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 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 194 lb uplift at joint 3 and 269 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 November 16,20 1 OkWARNING - Verffy design parameters and READ NOTES OM77HS AND INCLUDED MTTEK REFERENCE PAGE MTI-7473 reu. 10`08 BEFORE USE. n 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 param enters and proper incorporation of component is responsibility of bull ding designer -not buss 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 n ... v rewvorr.r- 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 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply 6789 Mar Pacffico T4221433 70312 J8 MONO TRUSS 10 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:27 2011 Pag 1-0-0 8-0.0 Scale = 1:17.7 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/1-PI2002 (Matrix) Weight: 26 lb FT = 0% 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=200/Mechanical, 2=360/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz2=199(LC 3) Max Uplift3=-227(LC 3), 2= 288(LC 3) Max Grav3=200(LC 1), 2=360(LC 1), 4=153(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASIDE 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 fil 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 227 lb uplift at joint 3 and 288 lb uplift at join 2. LOAD CASE(S) Standard t 00IN VF oi i N 68182 e :t_ T OF • s��� s�► Nof Al FL Cert. 6634 November 16,20 1 ® WARNDYG - Ve Ijlj design parameters and READ N07ZS ON MIS AND INCL UDED MfTEKREFEi2ENCB PAGE DHI-7473 rea. 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. Lai Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1-m PCNC - 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, 787 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply 6789 Mar Pacifico T4221434 70312 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:28 2011 Page ' ID:Aeghk44ZPgBh4uqTs9MeMzyuG Dw-p E68sTUYysfi2FOHeB5m RHnT84KsNYjOx?pyG Eyii -1-5-0 6-11-1 9-10-1 1-5-0 6-11-1 2-11-0 Scale = 1:20.8 4 2.83 F12 3x4 3 8 2 7 6 2x3 11 5 3x4 = 3x4 = 6-11-1 , 9-10-1 6-11-1 2-11-0 Plate Offsets X 6:0-0-4 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 0.28 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(Q -0.11 2-7 >999 240 BCLL 0.0 ' Rep Stress ]nor NO WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 lb FT = 0% 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 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) 4=108/Mechanical, 2=388/0-11-5 (min. 0-1-8), 6=474/Mechanical Max Horz2=213(LC 3) Max Uplift4=-126(LC 3), 2= 322(LC 3), 6= 284(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-765/357 BOT CHORD 2-7=493/718, 6-7=-493/718 WEBS 3-7=0/284, 3-6=-836/574 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 N between the bottom chord and any other members. ♦ ♦♦♦, P,Q •E 4) Refer to girder(s) for truss to truss connections. ♦ Q N •.? 4#40 5) Provide truss to bearing 126 lb 4, 322 lb joint 2 , ' C' S' mechanical connection (by others) of plate capable of withstanding uplift at joint and 284 lb uplift at joint 6. uplift at �♦ ; �,� �. i 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N 68182 e LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �� Uniform Loads (plf) = T O�� Vert: 1-8= 54 i O •� Trapezoidal Loads (plf) �i Q ,♦ Vert: 8=0(F=27, B=27)-to-4=-133(F= 39, B= 39), 2=-2(F=9, B=9)4O-5=-49(F=-15, 8=-15) `�,•'� \ ♦♦ �. E�C? 1111A; FL Cert. 6634 November 16,20 OL WARNING- Ycrfii design pm%uraeters and READ NOTES ON 7711S AND INCLUDED 11117EK REFERENCE PAGE 2917473 nee. 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 buflding 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/rPll Quality Crileda, 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 6789 Mar Pacifico T4221435 70312 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Wed Nov 16 09:48:29 2011 Pag • ID:erN4y05BA7JYh2PfPsttvAyuGDv-HRgW3pVAjAnZgPzUBvc?_VKdRUf 6ylXAfYVogyl -1-5-0 7-3-4 11-3-0 i 1-5-0 7-3-4 3-1 1-12 Scale = 1:20.5 4 2.83 12 3x4 3 8 2 7 6 3x4 _ 2x3 11 5 3x4 = 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5 (min. 0-1-8), 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. IN 4) Refer to girder(s) for truss to truss connections. PQV ,��� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 ee O • • C•E•N ' • •, �s and 318 lb uplift at joint 6. �,••�,\ S'�C`'•? �� 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), ee N( 68182 •� LOAD CASE(S) Standard .: 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.8=-54 Trapezoidal Loads (plf) •• T O F Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2= 2(F=9, B=9)-to-5=-56(F=-18, B=-18) unlli+++ FL Cert. 6634 November 16,20 © WARAUNG - Vc,1fij design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M -7473 re . I0-'O8 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. �' Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not 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/TPII Quality Crlleria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are Indicated. Ll Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/ld' For 4 x 2 orientation, locate plates 0-1ria" 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 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT -NUMBERS/LETTERS: PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-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/TPII : National Design Specification for Metal Plate Connected Wood -Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2006 MITek@ All Rights Reserved Mi[� MiTek@ POWER TD PERFORM.' MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required, See BCSI. 2. Truss bracing must be designed by an engineer. For 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 jolnt and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. 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 puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TYPE OF SURVEY.1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 4-11-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 6789 MAR PACIFICID 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE COURT, OF THE UNRECORDED PLAT OF I v SHOWN HEREON. FAIRWAYS OF ST. LUCIE COUNTY, _i. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q 12111CO065 J, EFFECTIVE DATE 2-16-12. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE aq CENTERLINE OF MAR PACIFICO COURT HAVING AN ASSUMED SF = SQUARE FOOT c� BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE 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. PERMIT A w S88052'47"E M " 45.69' N� . c0 to ' e �A 45.00 S x � N Q�7 z 1 Co. G�, 6C ,1131�Init Proved,."""' 12.00 2 EXISTING 6789 MAR PACIFICO COURT SCALE: 1"=30' ALEXANDER J. PIAZZA PSM IINC. DATE: 4-11-12 Surveying " Mapping • Consulting DRAWN: CJM 619 SW Biltmore Street Port St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 12-1304 L9f72so Fax: (772) 340-2250 DATE: REVISIONS: Q LAST FIEL.D.DATE: 4-11-12 CERTIFIED TO, WYNNE BUILDING .6606RATION Y I hereby certify that the survey shown hereon is true and correct and is=based on actual rmaseurement,s taken in the field. This survey rrEets 66-91ni6m Techni,cdi Standards of Chapter 5J-17 Florida adnini'st'rative ode.= ALEXAND J. PIAZ Professional urveyor do Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1304.dwg, 4/11/2012 3:39:19 PM