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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONLY SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. J FLOOD ZONE FIRM MAP # l v ls= FLR ELV MAX HOT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE ' ` AREA FEE FEE (RADON) LIBRARY PUBLIC BLD UBIC PARKS IMPACT IMPACT FEE IMPACT FEE CORRECTIO FEE FEE . GENERAL SCHOOL N� 0___ CREDIT Y N LAW ENF IMPACT IMPACT FEE E FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEB _ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: J / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW RE/VIEW REVIEW REVIEW REVIEW RECEIVED DATE ' COMPLETED INITIALS T77 DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: �6Q) 12r, PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �laG St. Lucie Count Buildingand Zoning1 _ C. 2300 Virginia Avenue ;'r[flR�OF:i SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: Spanish Lakes SITE PLAN NAME: country u Village 3. PROPERTY TAX ID #: 1-4 n 1 —1 1- 0 0 0 1 — 0 0 0 /S_;�' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East , of section 1 township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) I- `cy--� 9%gcES 11. SETBACKS (ACTUAL) FRONT: -�Q t BACK: W' RIGHT SIDE: YI LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [K] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _�aT!&_ 15. SF. FT Ist FLOOR: 16. 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 $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne Bu.ij!dinq Corporation ADDRESS: _8nnn 0 T,.o`l +... any l") 944 S� ��_�/'� �V -- CITY: Port S t: Lucie iyn STATE: F L PHONE (DAYTIME): Q? 2) R 7 R 5 513 Email: rA11 34952v5-3%8�— IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne - ADDRESS: 8000 S. US1, Suite 402 CITY: Port St. Lucie STATE: FL PHONE (DAYTIME): (7 12 ) 8 7 8— 5 513 FAX NO. 7 7 2— 8 7 8— 7 6 5 6 Email: ZIP: -i a 95 2 ARCHIT/ENGINEER: Braden &. B r a d e n ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME): (? 7. 2 8 7— 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. 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, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that al ork will be done in compli e with all applicable laws regulating construction an n STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this ZO day of M W'I 20 %a: , by Matthew Lyle Wynrie who is personally known V or has produced identification. Signature of Not Sps r.1 ,, DOROTHY ANN HAFNER Commission No. ;aO• «`�L Notary Pu(fflea§tate of Florida _• « , •_ My Comm. Expires Oct 2. 2012 ' oe: p,,. OF Commission # DO 827096 F11,0 Bonded Through National Notary Assn. STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this J<D day of M Y4 `i , 20. 1 a . by Matthew Lyle Wynne who is personally known ✓ or has produced as identification. Signature of Nota r_/_ Illy DOROTHY ANN HAFNER Commission No.« o : No W&Olic _ State of Florida • . • My Comm. Expires Oct 2, 2012 Commission # DD 827096 tilt��Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE RRQUIREb.-_TXCH SIGNATURE MUST BE NOTARIZED. IF APPI,YTNU-F—OR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK.^7 THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3705494 OR BOC' 391 PkGE 708, Recorded 05/18/2012 U 2:32 PM APrER RECORDING -RETURN TO, PERMITNUMBER: ']Tir Snuni n�ir�-W I'ur,v,a,ntt,v<t„In 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 ofcommeocement. 1. DESCRIPTIONCOF PROPERTY (Legal drscripdon and street address) TAX FOLIO NUMBER:1301-11 (-0001-0001j ountry Club SUBDMSION VV i�oBLOCK TRACT LOT BLDG UNIT �06 \_c, N�Lz«q'�\ R�rjnc� East '; of section 1 townshiep 34s Range 39E rying'N&W o Turnpike Feeder Road ^ 2. GENERAL DESCRIPTION OF IMPROVEMENT: 6/`\J 3.R OWNER a.Name�jjrnnc Rrr' lAi g COr(?OCdtlAn b.Address 8000 S. US1, Suite 402, PSL, FL 34952 C.interestinproperty 1 �� d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation J 8000 S. US1, Suite 402 PSL FL 34952 772-878-5511 o5. 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 V Section 713.13 (1)(s) 7., Florida Statutes: John Brennan / NAME, ADDRESS AND PHONE NUMAER: 1 Las Ca5itds Ft Pi prr•p. Fr. 34951 772-466 1553 g. 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 1 year from the date of recording unless a different date is specified) 20_ Matthew Lyle Wynne Vice -President T- jr rz� Signature of Owner or - Print Name and Provide Signatory's Title/Office Owner's Authorized O(Ticer/Director/Pariner/Manager State of Florida County of St. fltrie' -� The foregoing instrument was acknowledged before me this , 10 day of M A- By Matthew Lyle Wynne ,as ✓IGF /teg-ib 7.fT- (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) Fo,Wynne Building Corporation . (Name of party on behalf of whom instrument was executed) Personally Known t/ or produced the following type of TD' DOROTHY ANN HAMER F, r; My aryCo m. Ex -State of Florida �O a�oYN Y A'NN /-f fFFnit� ; My Comm. Expires Oct 7 2012 96 �p:' Commission N DO 827096 (Printed Name of Notary Public) (Signature of Not(d Public) tS�:il) '~%?o<<�;;•`� Bonded Through National NaluyAssn. Under penalties of perjury, T declare that I have ad the foregoing and that the facts in it are true to the best of my nwl oe ge an belief (section 92.525. Florida Statutes). Signaturc(s or Owner(s)' Authorized (icer/Director/PertnerfManager who signed above: By a�.. ounvata,tauaa�.0 STATE Of FLORIDA ST. LU1GIE COUNTY THIS IS TO CERTIFY THAT T!411,; IS ,A TRUE AND CORRECT 1310V> 1:11= 4 E ORIGINAL. By: p Jerk Date. BUILDING CORPORA:',)N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie June 12, 2012 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 28 La Puerta Del Norte Permit # 1205-0271 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 17 Maya in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 N Ow O[romftqII No ing SMnbW Amim 0 un uO 7 " 04 mmom Owas APIsA-ug".0 ^we Ow *w, amAm & 4" AT *0 nwiplo"Ji"WAN *Mlqggop s" 04 Aar *=am* jo pup MR s*w fam qFwAwPIw^,%9*pAV = *40W aw JapmosWiV AQAW� 4VPII Avow swum ICP*'I4djw A a � APINCIIIISM 1111,11blOrim PW sow~ Apaqwwpmw SAV APWPW"� ugrry, oil *O ZIOZ I c 130 i CMAU--303� to/To swcl Boom m -Im woman 1. IDAUCO 31 PWM amp' 30 pb4p2ml ft�p up pqm4w armamm -11;av uOr g 41 h' I= NQUOMASI M JR3 flu iii) 3LV33 3m Inum DA7929%v quomnu p Iwo A vN Rpm 14 gnu= L%gL%Axqqni; lm; AQMJP4 VWAWJBPLM MWOM 'RSMn IOWCO d WHMMIOWMOOJMd aimmomcoAacnine � 6�?-6VLo1;F.UHWd . 1;/; Qtp:&l XTAZAPP/TP Hinos:wmiA '20:-qO 2T6Z-190-02 T/T,cj ,'21709"2221 z�cmc-x ! I l I/le A 01 746062 Plant: Begin Loading: To Job: Arrive Job: ` StartUnload: Finish Unload: Leave Job: Return'Plant:• Customer, Code:..... ... Custom ,NHme:, ' .Customer Job Number., `Order Codo! Date: ( r..f.,. �+ 1 '..if rl-r t t; r-'i' r..'. (—ti.J ,�'f `�-'"•. .I, i<' ., , pro P Pro oct'CodO ro ect NamL . project? mber, Order P0. fQu l l I 0 NuvaF ft i_ t Ticket Date; - . _ , Dplivery,,AddrosS - v -.+,.- r r 4.,. - ' - Map Pag©: - Map/Row/Column: - Deliveryrleslr ctions:. , '- - .- • � Dlspatchef:... -' •>r'y it �i�c'f _ .. .....II-... . Ticket Number. . 1 4 I DueOntJob! ({F1 Slump: r7 , :TruckNumber.,•-. rvf DdverNurpber--- • Driver Name: - I , j End Use; LOAD QUANTITY CUMULATIVE ORDERED QUANTITY QUANTITY MATERIAL CODE PRQDUCTIONeDESCRIPTION UOM' UNIT PRICE .AMOUNT rd,.. _ 1-I 1 _� .. .'J J •,u ..If {.? i. fair. {.. ;..i .IF, t, . -I `Af'..! C, Cash Check # / Auth Code: Signature of Driver Receiving Cash: Gash Received: - Total COD Order Amount to Collect • Without Standby Cfiarges: , Check Charge ' Comments: WATER ADDED: N .GAL YARDS IN DRUM: WHEN ADDED.' GG��(Tt. r�• SIGNATURE .eORB LINE. CROSSED,AT OWNER'S/AGENT'S REQIJEST' SIGNA Uf RE • 1 {� ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer deslgnates;,but the SPECIAL TERMS:' Any water added is at customers own risk., If water Is added on job; concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to•the Is no -longer gueranteed. WARNING: Product may cause skin and/or eye IMtation. 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. Di 68UNIVERSAL C UST 0MER 12/13/2012 09:51 7728787659 WYNNE BUILDING CORP PAGE 03/04 Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie County Date: December S 2012 Re: Lot/Block: Address: 28 La Puerta Del ,North ]Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturers Fi Foil Bock Wool Blankets Density: X Aluminum Foil R-Value; R 4,1 Rigid Board HOtber Polystyrene Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JIFiberglass Blankets Manufacturer: lRock Wool Blankets Density: A lumiinum Foil R-Value: Polyurethane 10tber 2. Ceilings (rear porch) have been insulated with; Spray -on Cellulose ' Thickness in incbes: 10.251, Fiberglass Blankets Manufacturer.- Owens Coming Rock Wool Blankets Density: X Fiberglass Blown R-Value; It 30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with; r Fiberglass Blankets Thickness in -inches; Rock Wool Polyurethane Manufacturer: Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of:A/C living area have been insulated with: JRock Wool Blankets Thickness in inches: 91/2" X Fiberglass Blankets Manufacturer; Fibertech Spray -on Cellulose Density; Polyurethane R-V'aluo; R-30 Other 5. The following have been insulated: CBC1254039 Competency c # WYMNL OBUtI-PING CORP Professional insulators of South Morida, Inc. General Contract/Builder Insulation Contractor 4wkcamax 64550663 . peg 04, 12 o S'- a Z 7, l Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: LeaveJob: Return Plant: Customer Coe:. Customer Name Customer Job Number: Order Code / Date: { '9`605 Rl3T RLY HALT-1 2, CONCRETE C.l' NST -50S 06/07/ k2 Project Code , q+ t _ }.,,tt/� ) t 4«.? N •'r ProjelYt t` {e'" �i yJ.FII'+v��' Y t iA4-.,.t.. t .C..»� _ ,,.., 1...1 Ri'4 _ Y ; ProjecUPL..R0,, e a t�.1. D1\1E �oraerGPC, AMb-4i._ OI;;{�{E", , F Ticket.Date:, tt}p_7DeliveryAMrs, i L. N E'fE Map Page: Map/Row/Column: iTP) PUE?-Delivery Inst ctionsi �..R . __ . _ . _ . _ _ ... _ ... _ _ _ _ - . • _ _ .._ .... _ - . .Dispatcher.. i o,f_I %<If R. ClLUB ','.TNG,:, t-€�,�' ��iiJa � � i��m��a�r W 1. ! Ticket Number: 328 243 I 1 Due Orrob:Sk(, Slump: ju {-rf. Truck�Num.beL 4 Driver�Nt�m�er`r Driv�r yr��t �y ��}»� �{4,RE End Use: B!_C7NGo SLAP y LOAD QUANTITY CUMULATIVE QUANTITY I I ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT i•{_'3„ {t{`1 {»It. t7{`i t{)ad'�l �L'1i_' t� {10 REG ii }'t j. •.0 C I n 00 30 {rt() T 2 a763'1 MONO I~ T BER 70 5LE, BAGi I 1. on i2471Z t FUEL- SURCHARGE ; 1. oo 1 202-7`49 ENVIRONMENTAL CHARGE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: Q� �Q1b WHEN ADDED. SIGNATURE jr CURB LINE CROSS D AT OWNER'S%AGENT' REQUEST: Y ks� 7 16 �LID `fE WAS TESD BY: Notice: 'Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned' concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: one business day after the receipt of materials. AU ` 66UNIVERSAL FIREV -rRK n L.UAD NUM INVOICE , f This Delivery Ticket incorporates herein by reference Buyer's previously executed C—dit Application, if any, Seller's Standar Terms ;and.Ccmditions, Seller's Quotat f any, and Seller's Order Confirmation ( ding limitations of-w&rranties), as if fully set forth on this Delivery Ticket ("Agre------ it"). Seller will provide the Standard Ter id Conditions upon requesf. Buy60agrees that., unless otherwise noted on the font hereof, all quantities and items were delivered as indicated and further expressly agrees tw— 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, pgzzolan (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 burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of 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 06/1.0 For :further information, please visit www.cemexusa.com. Este ticket de entrega inchrye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino est6ndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), Como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estdndares y. condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fue.ron entregados Como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos 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 naturales 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, branito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en Jos ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y puhnones. Acudir inmediatamente al medico. El .riesgo en la salud depende en la duraci6n y el riivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel: Use guantes, protecci6n en los ojos y ropa Primeros adeeuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manej6 de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas. de los limites recomendados, use protecci6n .respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a wire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a foudo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas iiiformacion_visita www.cemexusa.com. p Air camax, 54550668 Plant: Begin Loading: To Job; Arrive Job: Start Unload., Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code / Date: C1805 RODNE_`f HALL' G CONCRETE CONST 508 08;107/ 12 Project Cade: Project Name: ;Project P.O. Number. Order P.O. Number E f 408 1994 MR �--RODi�1I�. Y', 3-HAI_L 4 ALL. WORN,., 13 VERBAL RODNEs' ` VER AL .RODNEY Ticket Date. Delivery Address: T .. ^ Map Page:Map/Row/Column: 08it_a7i 12 28 LA PUERTE DEL NORTE, FORT PIERCE 2'y 3 27338023 Delivery Instructions; Dispatcher: 7i..N`Ct Y CLUB KINGS HI< Y ::amW ) 1 ansott Ticket Number: 32199340 Due On.Job: �r Slump: o ( (. Truck1N` m�eC, Drive ft p4920 � Driven 6T\ly N l O U C End Use: BUNG: ?i AB LOAD QUANTITY CUMULATIVE QUANTITY I ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT wt _ �, "I 1152536 250(- REG YD3 1 n ()() 3.00 3a (_ (,q 125763.1 31 MONO FIBER 7n 5LB 5AL -L SURCHARGE 1. 00 i 2C-1 ,:7 ``J ENVIRONMENTAL CHARGE e Cash Check # 1 Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATERADQED: GAL YARDS IN DRUM: t WHEN.ADDED. I SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTEDZB� Notice: Our drivers will make every effort to place materials where th stomerMesignatet, but the SPECIAL T MS: An�eter adde is at custom�ers•�sk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or propert� line. Customer agrees to the is no lunge gua/ante CIjI �RNING Product ay 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 h and us fo odr sa%ane la fh. 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 hen ling y nfgr i iron, anhe material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED5IG Ar within one business day after the receipt of materials. 0 A i sauNIVERSAL -'REV TRK: 100I25347 ✓E/ LOAD NUM: 31 INVOICE This Delivery Ticket incorporates here;- by reference Buyer's previously executer' "--dit Application, if any, Seller's Standard Tennrand C-onditions, Seller's Quotat f any, and Seller's Order Confirmation i [ding limitations of,.warranties), as if fully set forth on this Delivery Ticket ("Agmv in-unt"). Seller will provide the Standard Tei____ __nd Conditions upon request. Buyc; agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees te'• 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 burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo - ma. 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 apl.icaci6n de credito); cualquier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como.acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comp.rador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos 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 naturales como piedra caliza, dolomita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristallno. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agiegados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y puhnones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protection en los ojos y ropa Primeros adecuada para proteccion. Lavese las rnanos 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 inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a Tondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. ° CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas information visita www.cemexusa.com. WIF "+�-- - _ ccmcx 54550672 Plant: Begin'Loading: To Job:' Arlrive Job: Start Unloads Finish Unload: Leave Job: Rktim'Plant:'092/1.092. Customer Code Customer Name: Customer Job Number: Order Code /Date: ,.,(:a�.660 RODNE'Y HAIL'S CONCRETE CpNST 508 08/07/12 Project Code; �Prolect Name^ ' i Project P.O. Number. _ Order P O. Nurpber (Ci I K t't % FY � $ ° iL �i L` E f t +i 1NE,Y Ticket Date. Delivery Address: Map Page Map/Row/Column. 08/07/12- 28 LA PUERTE DEL NORTE, FORT PIERCE 273 27338023 j Delivery Instructions _ « _ ;Dispatcher � O" i `„C�...`� if ii�lt a 1 3 xf' di Ticket �.. 8� Tis a Number: _ Num � I Due Op lob: Slump: n (}(- Tfuck N� ftrdie+ J�9 (� Drive�N 1rPb�' i (J Drive) I=Ye� E TE{� End Use: BL, �C9 , SL AB LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION. QUANTITY QUANTITY QUANTITY 1n (Yt� �2}47. `1 �'gUELp_�j Otp,1`€RC'pF�i�Ar�9�s pG, ' j+�g 1, a ('fie.. .. ., :L "w(la.� � 9 '. ENV I ROt- MEN 8 f 'iL - CHi"@J[t:7E Cash Check # / Auth Code: Signature of Driver Receiving. Cash: Check 7.1 Charge Comments: . dr' Cash Received: Total COD Order Amount to Collect Without Standby Charges: WA`rERADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE,CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE f ❑ LOAD'WAS TEStTED BYt� Notice: Our dr',iyers will make every effort to place materials where the customer designates, but the SPECIAL TER MS: An wqiter added is ailcustomers 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 IN ger guaranteed RN IQG: Pr duct may cause skin and/or eye irritation. CAUTION: Material terms of. sale apd delivery and accepts concrete as is. Due to important factors which are out of our may be ihazaidous to oulsafe�y and h$alth. 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 informatiorl, andj'to the �CCCyyylerial safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZEb SIGNATUtE: within one business day after the receipt of materials. 68UNIVERSAL PREV TRKn 1(ert_>!�:,�,408 U ff LOAD NUM 4 INVOICE:, _ This Delivery Ticket incorporates h0i by reference Buyer's previously execuTredit Application,=if'any,-Seller'%aStandard Terms and Conditions, Seller's Quotation, if.any, and Seller's Order Confirmation ncluding limitations of warranties), as if f ?ly set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Tenns and Conditions upon request: Buyer agrees that, unless 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%v crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia:. Moisture can cause, the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throatand 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 prev.amente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos 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, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos inc:.luyen cenizas volantes (fly ash) la. coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n 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 ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La hurnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoni- co puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medic,. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en Jos ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 — Para mas informaci6n visita www.cemexusa.com. zzc G M G 54550677 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Cjode;r`, Custom el Nat.me r..IAl L_9 S %F�i`.iCRETE �. l}i��r7"} Customer Job Number. OrderJodte�/Date: 08!`(l7tf r r—;t +^ - v-If.'. ProectP;?rNumber. '� OrdeGP.O.'Number. i ' ProjectCode:o"{ t + 1.]l - Project' Name:_j� . f r j } 1 r tL j .x. i,� 1 - rt 1 jx }+�.I.. �Vi'L..I _".F_. i�'..JI )!....1 �4»'4'Yt�. ILA... 4 Yl....ytE..il'11.v Ticket`Da�ef('/ j S�IDeliveryiAddress� P!-i �� L �� '�G' r�E MapPage"7..'.rM`io��•:°Iv+�jL_' Delivery_Instructions; ,. { ;,; : ; , Dispatch: Ticket Number: :. 21989E_7 Due dniJbb:4 Slump: .j, f:lf TruckIN3irili6:.61411•0 Drive,Number:f_JF- Driver'Nari Y j:'y(`,iT[3n:UC'C I End Use: BL( NG: SLAB LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE I AMOUNT QUANTITY QUANTITY QUANTITY R"G ., , ,-r _� r f•.� � f"..? � ..,, ;,., :.t,,.i+._} F 1r_RMIE:31'Y I ,U(,; ;l.: (_'f.-� .. _'`r;. 7j,a 't C: F"LIEL. SURCi'IARW EN F RONMENTAL. l.ac IAMGE 1. 00 MINIMUM i_C1AD Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: I WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. R ISIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: 1.��C'iC_1 I ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials wherefthe customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale arjd delivery and accepts concrete as is. Due to Important factors which are out of our may be hazardd s 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. r 68UNIVERSAL INVOICE L. LTAD- PJU% a This Delivery Ticket incorporates herei reference Buyer's previously executed ^--slit Application, if any, Seller's Standard Terms^and"Conditions, Seller's Quotati F any, and Seller's Order Confirmation (' ding limitations ef�_wyrranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Ter____ -- id Conditions upon request. Buye "agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees tc> pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLU' 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 productsincluding 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 burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of 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 skim. 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 06/1.0 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estandar, condic.iones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. mi.smo. Acepta pagan el monto de acuerdo al contrato; al menos que se identi- fique con una n�)ta Al frente de este documento. AGREGADOS / CEMENTO / PkODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales 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 silicio crystalino. 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, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature caliza, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toner, irritation o quemaduras en la nariz, garganta y pulmones. Acudi.r 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, proteccion en los ojos y ropa Primeros adecuada para proteccion_ Lavese las manor con jabon 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 inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritation continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas information visita www.cemexusa.com. &Cc -max 110e,e,z, , -/A- -d-- L/ Z_ 6,:5-- C z- 7 1 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload-, Leave Job: Return Plant: Customer Code: Customer Name: , , F,[� X- 5 X -QC RoDY)NEY HALL' S CCIINICRE_11-�'... (1*0,`%15-F Project Code: Project Name: Ticket Date: Delivery Address: 08/'' 11"' [ ,:) PU E R r CE Eft L. I n l' Rt F 0 R T P I E K C E Delivery Instructions: Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: L Map Page: Map/Row/Column: -2,73 Dispatcher: Ticket Number: - _3 "2 E 2 29 2 0 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: 13-.30 1 5 � (""C -1 . 7G(,' L f—J. 10 S1 2'::T, PIDD Ck)LENAN BLDING: EXT] LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY VI -2 I 1 00() PPPM W1/C11A',%,1D (XI' R 51JR17HAR61. /-,D Ef,VJ I R0t1PENT(',)_. C, H PI I-,, G E- Cash Check # Auth Code,,, Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE E) LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added Is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the Is no longer guaranteed. WARNING: Product may cause skin and/or eye Irritation. CAUTION: Material terms of sale and delivery and accepts concrete as Is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. Nocredit 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. 68UNIVERSAL PREV TMI-l-, INVOICE ILDAD This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati( 'any, and Seller's Order Confirmation (i] ling limitations of, warrant.ies), as if fully set forth on this Delivery Ticket ("Agree.._ it"). Seller will provide the Standard Tern.., ...id Conditions upon rdquesi. Buyer agrees that, unless 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%n crystalline silica. Hazards: Freshly nixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of 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 NIDSH-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, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier ternuno estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos est indares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los m.isrnos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos 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, coca volednica, 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, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar in-itaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, cone y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. geguridad• La humedad puede causar la liberation del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposici6n. 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 inhatar 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 inhala polvo, exp6ngase a aire fresco. Si el cemento :fresco tiene contacto con sus ojos, lavelos a Tondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1.900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexust.com. '- vxos o � Professional Insulators of South Florida FTC Insulation Installation Certificate To. St. Lucie County Date: December 5, 2012 Re: Lot/Block: Address: 28 La Puerta Del North Project: The undersigned hereby certifies that insulation has been installed in the above described propertv 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: IFiberglass Blankets Manufacturer: JRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" JFiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: Fiberglass Blown R-Value: R-30 ]Other Cellulose Loose Fill Ceilings (Vaulted/Cathedral) insulated with: Fiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: R R ram: r : f7 Rock Wool Blankets Thickness in inches: 9 1/21, X Fiberglass Blankets Manufacturer: Fibelech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor Brian and Deh�a�anahue e ci ea4i :tail`` 12r4B rle4bYb443 7?0-°84-6821 p.1 SLC rNspEcT.TONS PO Fmt CER17plCATE OF TES VE CONSmucrzbi 150xt. TRg��E� PERMIT #; ids-ca SUILDER/CO J013 ADDRESS: A 8 , 61 PEST- CONTROL UCEN R.�s- We. tso �' 1°a"� eccoidarraf with the tha 8bM desWbed �Ute lVytlonal pat Con�t for Square f Beet it arm. h sated: P�+�pe dsofution; m. � dOat, Of Troftft all 1'�Lj� +,�1'r Tr�tent Total galbm TWO ol7rowbWft �8D RtTreat DEC b -�il�et ' ?0%2 _.�.,Pwhl zfbr Final k3peMm SlIgma" Of Wo ii,wNftr� Attu 71tnmurbsd d&mfb&**raqu WONotit * j7r&&WoWv&WbWA"=attranohtjob &6v �F bythr�ectnrx i� afaadi ka�rtian arti�rsFie�r�d�rb�ltit w�f /lalarrda� pSAM.Ze C&MIM& aftrrMft e*krp*MXWafb Wft A jesNA t ratl lap0mv hoard s Wto AVAW W ArMe dV&* TmtrM tCep of aedr raltuiodpto+Os ft baatrraa Xly g a taa�Rardl�ep�etse�n nfiaosrmshh�usaf es ardaraadircgo�►15rdlydrah�ppann�Jl�s 7hs 7?�eabr�er� Qvffkxfe~pem4bb&Opvdxtm=tmWmWditfits Amawdsiaofev&Wbner4-V tlbf1tftAm tra104 dsCr PrdeebAlboMmsrt: ffbiesad* b&?* flmdxd fw &MAW pmwftn &Vm4od&WbaOrmWsW ba an alp trto *W&myd y 4WOWL St Lucie County requires for the f mal Inspection for CO, a P*Mnwrt SUcker to be placed an St. Lucie County -0 "°" . Building & Zoning Departs tent n , 2300 'Virginia Avenue Fort Pierce, FL 34982 772-462-2165 Pax 772-462-6443 Request for 30-Day Temporary Power Releas,a Permit Number: v� Q— � a . Pr. oiler, ty Address: � .w —_ \ THE UNDERSIGNED HEREBY :REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED TIfIRTY (30) DAYS, FOR THE, PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPAR.-MON FOR FINAL I..NSPECIJON. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. 1 has temporary power release is requested for the above stated ,purpose only, and there will l7e no occupancy of any type, other than that permitted by constri ietion during this time Period. Z. A, witness by our signatures, we hereby agree, to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated hert•in by reference. .i. All conditions and requirenients listed in the attached document. entitled "Requirements for 30 Day :Power for Testing" have been fulfilled and the premi,•e is ready for compliance inspection. 4. All requests for an exterision beyond 30 days must be made in writing to the 13uiiding Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Ord( r issued if the Final Inspection has not been approved within 30 days. A fee of $1.00.00 will be required to lift he Stop 'Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COIJNTY, .A.NT) THEIR EMPLOYEES FRO1Vi ALL LIABILITIFS AND CLAIMS OIL" ANY CYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT Off' THIS TRANSJIXTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNTKC,�TXON OF ELECTRICAL POVX,0 IN THE EVE'NT OF VIOJ ATION OF THIS AGRI XMENT. 2-RUG-2012 04:02 FROM:SOUTH r-01'4ST 7723446042 T^'4626443 P.1/1 pp w ff PAGE 01101 nl/b41%VW 12.40 1/: PERMIT #: / 2 �JI BUILDER/CONTRACTOR: l PEST CONTROL CC) TR�nR: REST CONTROL LICENSE We, ttM un&g6Wwd, hmW subter mW "fts In Square Deaf N are pepouftge of soludom Dabs of T1reabnent }x Tmuurkmt ,,..Ko-Treat TIA SLC OF TERM T'!ON SOIL. TIM ti ENT put wr" probuftel ttte WXRM dWrtuea Cm um Wth ttte sundsrds of thS Ndorao Ptt cmmvi D Chwnkah mod: )_ Total gag" used: Sp—6 T1me of Treammit. eb �°tTt. ent Th aftnent „perlrn�dr liar Final nboa 711ere mat two wmpkw�nr �• eadi req+r� ds• arr�i � tb 4� iP by � '''�e � �'°1�' �►► ard',e,sp►�saltul s�aib�e pbv�F�t[d Ao rooeMa ot+p�tlrlI�Y 'de' � e� ��, parorri*g a ogoy kr eAe pr#s� tlys P� � d � a� ar�orher aopr ibr � d�ra� awl +L pffmte tt and lwn afltv►arr uad, d �'� �l Errrrf�rnre�liadh��►nXe St Lucle Qo uro n qua f br d;e final InepeWne f r 00, a Pe= III -- - - .i - ywA ft exterminator ern aad ft d#bpo Am w �& 0 6M q ven b usedr &W I AUG D 3 ,?o, rm mrStho in ftJob / &ws r*#4"dw W4 Aft rbrsmt array w m=nf cf �y�)pr bitbrkylPSheu9� to be placed an DUNKEImBERGER n . engineering & testing, inc. 'wll Density Test Report Project Name: Spanish Lakes Country Club Village Address: 28 La Puerte Del Norte Project Number: PSL-09-3011 (BG 10.2) Date Tested: 7/27/2012 Technician Initials: MC Client Name: Wynne Building Corporation Permit No: 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 7/30/2012 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) Laboratory Proctor Field Tests' Maximum Dry Density (Pcf) Optimum Moisture M Dry Density (Pei) Cone Resistancel (tsf) Moisture M Minimum Required Compaction (%) Percent Maximum Density M Test Results 1 12 113 12 107.8 --- 6.6 95 95.4 Pass 2 12 113 12 110.6 --- 6.1 95 97.9 Pass 3 12 113 12 107.5 --- 6.6 95 95.1 Pass Type of Field Density Test: i- ASTM D 1556 ry-1 ASTM D•6938 F. ASTM D 2937 Minimum Required Compaction Based on: P! AASHTO T-180 (ASTM D 1557) r ' AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: -- Gauge No. 36817 Daily Standard Count: ---Density: - - 2181 Moisture: - - 716 Test No. Soil Type Elevation Test Location: 28 La Puerte DelNorte, Structural Fill 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) E Z Q 5 = 2 7 Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r- NGVD r M SL W Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) Senior T. S , Xiao'PhD FL .Registratign. No. 68330 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 Copy 03011 (10.2) Progress Reportxls PR 31 ecuon I- f No. I DESCRIPTION _ 5-- -Z- > BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table' '1.2(1) unless Weathering area _ f L re < Q - noted otherwise) -" Frost fine depth /�/A Floor live load (Table R301.5) �/ 5 psf Termite area 114 R Y Roof live load (Table R301.6) 3 7 psf Decay area �' r Ground snow load ��% psf Winter design temperature 5' 2 Basic wind speed ) 1 V mph Ice barrier underlayment required - Wind exposure category (R301.2.1.4) C Flood hazards 1`,1,4 High wind design criteria applicable .(R301.2.1.1) I/ � 3 EXTERIOR WALL LOCATION (R302) Seismic design category (SDC) Al / IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table (Figure R301.2(2)1 /,4 R302. i) SDC C&D provisions (R301.2.2) /N Exterior wall openings/penetrations and pro- jections (R302.1, Table R302-1) ROOM PLANNING REQUIREMENTS R3D3 throw n ju5 Arda f1z Width ceiling ce7ifinht Natural ventilation" Use Living 120 7'-0" 7'-0" r area 4% floor area Dining 70 7'-0" 7'-0" 5'r area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A.square feet Vb square feet . ' see Seclions R303.1 & R303.3 for mechanical ventilation and artiricial light t 6'-0" min. over plumbing fixtures. 0"_ Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SA IT TIGN (R306 and R307) %✓ 1'a Carport: open two sides; noncombustible (/! Wafer closet floors; sloped floor (R309.4) Lavatory EGRESS R310 - R312) room window for Basement and sleeping 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 L Sanitary sewer (Chapter 30) height = 44" (R310.1- R310.1.4) Private disposal (Appendix !) A/ M Window wells (R310.2) GLAZING (R306) /v r/r'i Exit balconies (R311.2.1) % 1-5P Identification (R308.1) Exit access or hallway 7 3' (R3fi.3) AV 0 Louvered windows or jalousies (R306.2) / One exit from each dwelling unit (R31 f.4.1) - -- Ex -if -door = (XV x 6 "1 6� 114 2il 1 111yoP-Human impact loadslhazaJfouslbcaCrorrs-- (R308.3/R308.4) L, Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) %/I Staways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 7314 ; minimum tread =10" with 31,"-1'14" nosing; minimum headroom = 6'8" No opening between garage and sleeping (R311.5) room (R309.1) /V / 14 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) — 131a" solid- wood doors, 20-minute fire -rated IVI Special stairways (R311.5.8) doors (R309.1) N j Ramp slope (1:12 maximum) (R311.6) /� Penetrations (R309,i.1, R309. i.2) Ramp landing, minimum Tx 3' (R311.6.2) Garage -dwelling separation;'/2" gypsum board on garage side, except %11 Type X re- jP Ramp handrails; one required if slope y 1:12 (R311.6.3) quired below habitable rooms (R309.2) -3- DWELLING UNI I strnmmI iury V%' 11 Under stair protection (R"" 2.2) Handrails; required on or:_.: -:Ue of stair, hand- rail height = 34" to 38"; Type I or Type 11 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" bbove floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Ttivo-family dwA- ' __,,is: 1-hour fire -resistance rating (R317.11,_ j Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) �T � .14) Protection required (Table R301.2(1), 09.1, 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) f/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) Quality mark (R31g.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321. f) ACCESS lE41LITY (R322) ►r// Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) OI/ P-1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) 1 4 Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) fL' 0 Sill piale bolting in concrete/masonry =1/2" di- / ameter bolts or as required for unbalanced fill L' Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table F001INGS-(R403)------- ----------- ------ R4041(2;' v Soil bearing value (R401.4, R403.1) 5__—Footing width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but:< footing thick- ness (R403.1.1) AIM S Footings adjacent to slopes (R403.1.7) . r Frost protected shallow foundations (R403.3) FOUNDATION WALLS (11404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)] Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Av� Masonry and concrete foundation walls R404.1. i, R404.1.2) Depth below (outside) grade =1 Z minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height (Tables R404. i(1) - R403.1.4.2) R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- TABLE R403.1 MINIMUM Vvlu I H OF CONCRETE OR MASONRY FaoriN Inchesr LOAD -BEARING VALUE OF SOIL g 2,000 i 3,000 ' - >- 4,000 convenlional li ht-frame construction 1-storms_ 12 -412 12 12 2-stor 15 12 3-stor 23 17 12 W12 4-inch brick veneer over li ht frame or a -inch hallow concrete masonry -story 12 12 12 2-story 21 16 12 3-stor 32 24 i6 12 B-Inch solid or full 1-sta 2-storyLE42EE 3-story routed rnasonry 16 12 21 32 12 14 21 12 12 16 For SI: 1 inch = 25.4 mm,1 pound per square foal = 0.0479 kPa ----II rnnlrnn ,..irllh ra 17 inrhaS a cinale wvlhe of solid or fully grouted 12-inch nominal concrete masonry unlls is Permitted. FOUNDATION WALLS (conl'd.) UULUIVIIVJ kll'M Maximum unbalanced fill height (Tables Protection From decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal, wall thickness (Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R406) R404.3 Sill plate size ( ) 8.2 Ventilation (R408.1 and R40 J Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade (R405) Soil class (Table R405.1) Removal of debris (R408.5) Finished grade (R408.6) Dampproofing if basements are below grade" . (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-flbor space (R408) _FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) - Bearing1:5"mint 1; 9°v ll masonry or concrete) and lapped joists (Y) Species and grade (P502,I) (R502.6, R502.6.1) Joists - Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, (Table R502.3.1(7)] f R502.7.1) Joists - Nonsleeping areas, LL = 40 psf / Drilling and notching (R502.8) [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.30) and _ _____ Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.V) bearing walls (Table R502.5(1)] Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- STEEL FLOOR FRAMING (R505) Cold -Formed sle,' ")plicability limits; in -line framing (R505.1y LUMBER FLOOR SHEATHING (R503,1) Allowable span (Table R5(7'- {? LP End joints (R503,1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) 5lructural framing (R505.2J Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1) %Y: Allowable spans (Tables R503.2,1.1(1) and R503.2,1.1(2)) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) AThickness (R503,3.2) Fastening (R505.2,4) Floor construction (R505.3) CgNCyRETE FLOORS (ON GROUND) (R506) ��// Thickness: 3112" minimum; Concrete strength -,-(R506.1) ns f1ation Pbfe R602.3(i)]---`s----�F�Ppo►�-PrepaLeu.auu��o��,,..,..,.._---._- ---.—. fill = V; maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) _ /(R506.2.i) Base course: 4" thick with maximum 3/q" (/�/ Base course: 4" graded with 2" maximum gravel or'/Z ` crushed stone (R504.2.1) �ggFegate (R506.2,2) / 1 / Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RAL�601) �' esign (R601.2) 4, Component and cladding wind loads [Table 0 p2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602,3(1) and R602.3(2)] Fireblocking (R602.8) % (� Cripple walls (R602.9) _ Wall bracing method (R602.10.1 and R602,10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) 0- SDC D (R602,10.9, R602.10.11 and R602. if) STEEL WALL FRAMING (R603) - - - —�--Stud- Fad R60�•2 t (R6 � : 9 e-f)-..----._----._.._...-------.---------Genera 83:-1 Exterior walls (R602.3) Structural framing (R603.2) /014"'t�0- Stud spacing (R602,3.1) Material (R603.2.1) Interior load -bearing walls (R602.4) Identification (R603.2.2) Interior nonbearing walls: 2" x 31 at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Drilling and notching —top plate (R602.6.1) f f Headers (Tables R502.5(1), R502.5(2), R602, 7.2 and Figure R602, 7.2] -6- Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) _ Wood structural panels (R ivvt t Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) 6t/ fll' Multiple wythe masonry (R608) fJ Grouted masonry (R609) N% Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) ; General design 1 and R611.2) Type of ICF wall design (R611.3 - R611.5) V' Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 7__ 612) /4" Design basis (R612.1) WINDOWS & DOORS (R613) )t 0 � General; window sills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) R WALL COVERING (R702) Wood shakes and shingles (R703.5) A (-4- Plaster material (R702.2) %� (4 taster support (R702.2.1) �ypsum board material (R702.3.1) Gypsum board support, application and fas- tening .(R702.3.2 - R702.3.8) Ceramic tile (R702.4) - ( Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) _Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) y r�l' Fire -retardant -treated wood (R602.1.'tl 2 Framing details (R802.'-4.1 ,V (ram Rafter tie (4' o.c.) (R602.3.1) N� Collar ties (4' o.c., in upper third of attic) (R802.3.1) - -------atfftorpiastertrc�d�:�i - —------- - Stone & masonry veneer (6703.7 & Figure R703.7); Sleel angle lintels-4" minimum bear- . ing each end (R703.7.3) yf ' Veneer lies: #9 U.S. gage wire or #22 U.S. gage byte" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feel) (R703.7.4.1) - 14" r14 Flashing (R703.7.5 andR703.6) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) /'Lf 4X Lateral support and bridging (R802.6) Framing of openings (R802.9) �� Wood trusses (R802. L..6. :2 Roof tie -down (R802.' I M CEILING JOISTS [Tables R802.4(1), R802.4(2)]��- ---ou a c st6ragelt=1°N;` With attic storage LL = 20psf _---- Spacing i P S ecies ,— Grade Purlins (2" x 4" at 4' o.c. minimum) ol-2.1 I _ Span (Figure ppA 2.3.1 _ Size /9 Bearing (R802.• �: y 11L f Cutting and notching (13802 Engineered wood products (R802.1, b -7- RAFTERS (fables R802.5.1(1) - R81 1(8)j Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor jA/*Vg*, G de Thickness N� TW allowable stresses/grading -Allowable spans [Table R503.2.1.1(1)1 103 Installation (R803.2.3) STEEL ROOF FRAMING (F General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) ,7 Corrosion protection (R804.2.3) �/, . Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, ATTIC AC S (R807) Access requirements (807.1) 2.-2 INSULATION CLEARANCE (R808) /A4/ Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF GL SIFICATION- (R902) _: Roof covering materials (R902.1) WEATHER PROTECTION (R903) ktf Flashing (R903.2) /t-- t ;` Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical aracteristics; identifcafion _(R904.2 ----ch R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete file (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) rX t' Wood shakes (R905.6) 0' It -up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) J'Z-0 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) p✓ Sprayed polyurethane foam roofing (R905.f4) Liquid -applied coatings (R905.15) ;YV LATION (R906) eneral (R906. i) REROOFING (R907) Materials and methods (R907.1) IqLxStructural support (R907.2) Recover vs replace (R907.3) -8- MASONRY FIREPLACES (R1001) spark arrestors _ Construction (Figure R100i.1 and Table . Wall thickness; ? 40 (R1003.10) R1001.1) Flue lining • materiallinstallation (R1003,11 and SDC D rein ford nglanchorage (R1001.3 and R1003.12) R1001.4) / Multiple flues (R1003.i3J Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steeifireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanoutopening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.18) _ Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) _ rh i crickets-R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (13,1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3. and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Building envelope (N1102) C/ Compliance; material and equipment Mechanical systems (Ni103) (N1101.Z, N1101.3) e' Climate zone (Table N1101.2) 'se n reee gyl conservation plan review record MECHANICAL (Chapters 12-23) j Appliance labeling (M1302, M1303) /ri.5.r Appliance access (M1305, M1401) �P" j AA pliance installation (M1307) Heating and cooling equipment; heating /and cooling load calculations (Chapter 14) "f Exhaust systems (Chapter 15) Duct systems (Chapter 16) 7'✓ ( Combustion air (Chapter 17) N— Chimneylocation and terminations pter 10 andChapter 1 (Chapter Alf pecial fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) �.% Penetrations of fire -resistance rated assem- blies (R317.3) 91 Application (G2401,1) General regulations (G2404) Pipe sizing (G2, Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) ^') /l ' _Water service location and depth (P Sanitary and storm sewer location and depth (P2603, P2604) I f�v) Piping support (Table P2605,1) Listed plastic materials (P2606) ^' I/ Plumbing fixtures (Chapter 27) C/ Water heater size and location (Chapter 2a) Piping installation (G2415 and G2419) Piping support (G2416 and G2424) r Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misr appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter2f) Sumps and ejectors (P3007) ' Backwater valves (P3008) I Fixture traps (P3201) /U Penetrations offire-resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33742) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) NJ- —Wiring methods (Chapter37) 3501 L Required lighting and receptacle outlets ,3506) Service equipment and location (E � (E3801, E3603) 6./ Service size and load calculations (E3502) Devices and lighting fixtures (Chapter39) Available fault current (E3506) % Appliance installation (Chapter40J System grounding (E3507) . /`✓% Swimming pools (Chapter.41) Regwred�A Class 2_remote control, signaling and power lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) f .Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) fi/ ( Provisions adopted (Ri02.5) Compliance with Appendix F verified �`; -10- + Provisions adopted (R'/0,, Compliance wif jendix G verified PATIO COVERS (Appendix H) Provision adopted (R102.5) Compliance with Append! CAI verified PRIVATE SEWAGE DISPOSAL (A ndi P ovision adapted ( 0 .5) C iance w• Appe ix erified EX TI G BUILDINGS AND STR, TURES (Appendix J) . nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- _Z1_ St. y..cie County Building -& Zoninl- 2300 Virginia Ave `lpR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldina Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax ]D #) 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 Couxity/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER"0009416 Plumbing Lind uist. Plumbino & Supply Co. 19150 CFC057672 $'VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2tihn7 Waterproofina. LLC CCC1329592 Gas PERMIT I I ISSUE DATE: NUMBER: J ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: CQ04�,5' State of Florida Certification Number (if applicable): E-P OC7 n 9 4 i 6 S ,f- Li E !e C[T 1"C i 1;-1c , have agreed to be the (Company Name/Individual Name) G le C� Y" i Ca sub -contractor for U jMiry U F� Illco( p(Type of Trade) 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 SIGNATURE PRINT NAME DATE Business Name: '¢' (mil 15 1 {0Gi Y:C' no C, . Address: LL� l .)D e � Y1 0Gtd �j City/State/Zip: T' Fi, /(' //, 1` � L -3 A (� Phone: -7 -7a — %4— C/o �lo to email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT -I J BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT „ SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing 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 -�'---_� SIGNATURE Business Name: Address: City/State/Zip: Phone: Wade Case PRINT NAME Lindquist Plumbing & Supply co.. Inc. 3185 Sneed Road DATE Fort Pierce, Fl. 34945 461-1969 email: lindquistplumbing@ymail.com OFFICE USE ONLY: PERMIT # ISSUE DATE Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 R q State of Florida Certification Number (if applicable): CA C n 7 43 7 9 comfort Control of St Lucie County Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wvnne Development Corp. (Type of Trade) _ (Primary Contractor) for the project located at \-a (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 arry GNAT PRINT NAME Zimmerman S"vz�\2 DATE Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 Sn1 Ri 1 tmnrp Street City/State/Zip: Port S aici e, FT, 34983 Phone: (7 7 2) 7 S 9— 9 01 n email: OFFICE USE ONLY: PERMIT # ISSUE DATE J ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P' BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast `Roofing 4 Waterproof ing,LLChave agreed tobethe (Company Name/Individual Name) goof na sub -contractor for Wynne Building Corp. (Type of Trade) (Primary Contractor) for the project located at �� \� LO c�2.��1 (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 REOUIRED _Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: 1 81 4 SW Ri 1 tmor City/State/Zip: gores St: Lucie, FT 34984 Phone: (7 7 2) 3 4 3- 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:1'R��w�(\�4� #1301 111 nnn1 non g- Fast s of Section 1 t-nwnship -14S Range 39E, (Tax ID/L.egal description/Address)lying N&W of Turnpike Feeder 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 f the above described property, and in accordance with Section 7.O4.O1(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the i.; 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 j will not adversely affect the immediate community. /a Property Owner Name �Prtoq tvi©nner i>?Irature Date STATE OF FLORIDA, COUNTY OF S t _ T.0 r' i e ACKNOW,LEDDG,ED BEFORE ME THIS 4 F 0 DAY OF /nA Y 20j BY %%n! i7 !1 !7 Lei LE W' Y IV WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED kf SIGNATURE OF N9ARY NOTARY PUBLIC TITLE IDENTIFICATION. --i,->o e-o7-u y Ava 9t4r-A&-x TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER y pV8 DOROTHY ANN HAFNER Z;Notary Public - State of FloridaMyComm.Expires Oct 2, 2012Commission # DO 827096,: Bonded Through National Notary Assn. (SEAL) Property Appraiser - St.Lucie "nty, FL Page 1 of 1 Wynne Building Corp Record: 1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 1/1/1980 950000 00 CV 11/1/1978 390000 00 CV PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-111-0001-000-5 Account*: 317 _ Land Use: PRKG/MOBILE "tea City/Cnty: St Lucie County ' Legal Description 1 34 39 E 1/2-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378, 381: 2688-516: 2701-276: 302 More... Assessment 2011 Final Total Land and Building Book/Page 2011 Final: 28141400 Land Value: 9480000 Acres: 317.52 0324 / 2491 Assessed: 28141400 Building Value: 18661400 0307 / 1544 Ag.Credit: 0 Finished Area: 21783 SgFt Exempt: Taxable: Taxes: 572556.48 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1982 Frame: - Grade: C - C EffYrBlt: 1982 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1260 SecWall: - Interior Features BedRooms: 1260 Electric: - PrmintWall: FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty, Units Qual. Cond. YrBit. No. Land Use Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 0 Measure Depth 1256 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. \ http://www.paslc.org/paslc/prc.asp?prclid=130111100010005 5/21/2012 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: M11321 - 61' Rear -porch Carlton Site Information: Customer Info: Wynne Building Corp. Lot/Block: Address: n/a City: PortSt. Lucie MiTek USA, Inc. 6904 Parke East Blvd. Project Name: 61' REAR PORCH CARLTON Toadeif:3 M111251 Subdivision: 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: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code:ASCE7-10 Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date JNo. ISeal# ITruss Name Date 1 T4386214 A5 5/14/012 18 T4386231 KJ8 5/14/012 12 I T4386215 I A6 15/14/012 I I ram I I I I I I 13 _IT4386216 IA7 15/14/0121 14 I T4386217 I A8 15/14/012 15 I T4386218 I A9 15/14/012 16 I T4386219 I A 15/14/012 17 IT4386220 IGRA 5/14/0121 18 IT4386221 IGRB 15/14/012I 19 I T4386222 IJI 15/14/012 110 I T4386223 I J2 15/14/012 Ill I T4386224 I J3 15/14/012 112 I T4386225 I J4 15/14/012 113 ' IT4386226 IJ5 15/14/012 I 114 I T4386227 I J6 15/14/012 115 I T4386228 IN 15/14/012 I 116 1T4386229 I J8 15/14/012 I 117 IT4386230 I KJ7 15/14/012 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. A. 39 0 0 O'.. STATE OF t111111{1{�P� FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply 61' Rear porch Carlton M11321 A5 SPECIAL 12 i Jo b eeneo ' Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MITeK Industries, Inc. Mon May 14 09:56:03 2012 Page 1 ID:ic?8BJsljZjlul DHSIyoCDzMtIW-U5CjIS4647pns5UrDT9CL2rVGixRg9tZeorzgXzGduA 1-0- 7-8-5 10-6-4 17-0-0 20-4-8 26.4-0 34-0-0 5-0- -0-0 7-8-5 21%-15 6-5-12 3-4-8 5-11-8 7-8-0 -0.0 4.00 12 2.00 12 5x8 = 7x12 = 2x3 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.70 14 >569 360 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.19 13-14 >336 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.39 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14:2x4 SP M 30 REACTIONS (lb/size) 2=112510-8-0 Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), Max Grav 2=1305(LC 2). (min. 0-1 -8). 1 0=1 125/0-8-0 (min.0-1-9) 10=-816(LC 8) 10=1305(LC 2) Scale = 1:59.7 3x6 PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=2310/1411, 8-9=-2368/1397, 9-1 0=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-1785/3313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Plate(s) at joint(s) 14 checked for a plus or minus 1 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUfPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and REW NOTES ON 771IS AND INCLUDED MfTEKREFERENCE PAGE Iffl-7473 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown HE is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction 8 the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M(Tep�QS. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPil Qual ty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine (SP or SPDI lumber is specified. the design values are those effe&.,e 00112412 by ALSC or proposed by SPiB, Job Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 A6 SPECIAL 1 1 Job a ere ce o 'o al Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:03 2012 Page 1 ID:AOZWPftNUSrCWBOU?aT1 kOzMttV-U5CjIS4647pns5UrDT9C L2rVSiw2g7?ZeorzgXzGduA 1-0- 8-11-11 15-0-0 19-0-0 0-4-8 26-4-0 34-0-0 5-0- -0-0 8-11-11 rr0-6 4-0-0 1-0-8 5-11-8 7-8-0 -0.0 4.00 12 Scale = 1:61.7 5x6 % 4x5 12 11 3x6 7x8 = 2x3 2.00 12 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 FBC2010/TPI2007 CSI TC 0.83 BC 0.97 WB 0.71 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=147(LC 7) Max Uplift 2=816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.62 14 >640 360 MT20 244/190 Vert(TL) -1.02 14 >392 240 Horz(TL) 0.37 9 n/a n/a Weight: 169 Ib FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5410/3055, 3-4=-5276/3069, 4-5=-5023/2818, 5-6=-2509/1534, 6-7=-2315/1377, 7-8=2950/1741, 8-9=-3066/1727 BOT CHORD 2-14=-2818/5124, 13-14=-1242/2554, 12-13=-1070/2173, 11-12=-1535/2837, 9-11 =-I 535/2837 WEBS 4-14=-423/457, 5-14=-1461/2722, 5-13=-368/191, 6-13=-249/624, 7-12=-790/533, 7-11=0/302 NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 8 Checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 Is WARNING - Verify design parameters and RFAD NOTES ON THIS AND INCLUDED D7fTEK REFERENCE PAGE MI-7473 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 parameters 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 responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M /(y�e k• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIII Quality Criteria, DSB-8? and BCSI BYBding 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 If Southern Pine (SP or SPD) lumber is specified. the desion values are those effective 06/6112012 by ALSC or Dr000sed by SPI6. Job Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:04 2012 Page 1 ID:AoZWPftNUsrcWBoU7aT1 kQzMttV-yH15zo5krRxeUF31 mAgRuGNf66GQZWm itSaWDzzGdu9 1-0-0 8-11-9 13-0-0 21-0-0 26-4-0 34-0-0 5-0- -0-0 8-11-9 4-0-7 8-0-0 5-4-0 7-8-0 -0-0 5x10 4.00 12 2.00 12 4x6 10 9 3x6 7x12 = 2x3 11 Scale = 1:60.7 i 10-6-4 i 13-0-0 20-0.8 26-4-0 34-0-0 10-6-4 2-5-12 7-4-8 5-11-8 7-8-o Plate Offsets (X.Y):12:0-8-0.0-1-41.f4:0-5-0.0-2-01.17:0-3-14.0-1-81.110:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.61 11 >653 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >378 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 164 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-10: 2x4 SP M 30 WEBS 1 Row at midpt 4-10 WEBS 2x4 SP No:3 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer Ilialallaligo guide, REACTIONS (lb/size) 2=112610-8-0 (min. 0-1-8), 7=112510-8-0 (min. 0-1-9) Max Horz 2=127(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grant 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5446/3057, 3-4=-5109/2850, 4-5=-2265/1410, 5-6=-2378/1424, 6-7=3044/1715 BOT CHORD 2-11=-2807/5159, 10-1 1=-1636/3184,9-10=-1510/2813, 7-9=-1510/2813 WEBS 3-1 1=-343/375,4-11=-1239/2462, 4-10=-1058/551, 5-10=136/449, 6-10=685/430, 6-9=0/290 NOTES 1) Unbalanced roof live loads have been considered for this design. ,0��►� 11l111,` 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 8=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 �� p S A ` . q •E 3) Provide adequate drainage to prevent water ponding. �� N & • •, -Q Rio 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,- e ; • _ F*,7i�i 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • 3938 ••' �` will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify * / = '�• a capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7.Al •- tf_,k- 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. E �''i�� • �:`• LOAD CASE(S) Standard • L R `�� ® ss FL Cert. 6634 May 14,2012 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERENCE PAGE INI-7473 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. �Y Applicability of design parameters 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 responsibility of the MiTek* erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding I V� i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sclefy Inlorma8on available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine SP or SPp lumber is specified. the deli n values are those effective 06t01F2812 by ALSC or ro osed by SPIB. Job Truss Truss Type Qty Ply 61' Rear porch Carhon M11321 A8 SPECIAL 1 1 Job efe ce o 'o Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 9012 MiTek Industries, Inc. Mon May 14 09:56:04 2012 Page 1 ID:AoZWPftNUsrcWBoU?aT1 kQzMltV-yH 15zo5krRxeUF31 mAgRuGNgP6GUZZditSaWDzzGdu9 1-0-0 8-11-9 11-0-0 15-1 4 20A-8 23-0-0 26-1-3 34-0-0 5-0- -0-0 8-11-9 2-0-7 4-8-4 4-8-4 2-7-8 3-1-3 7-10-13 -0-0 5x6 = 3x4 4.00 12 = 2x3 4 14 5 Scale = 1:60.7 2x3 II 5x10 6 15 7 0 I d 12 11 3x6 7x12 = 3x4 = 2.00 12 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 FBC2010/TPI2007 CSI TC 0.88 BC 0.96 WB 0.82 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=107(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.63 13 >637 360 MT20 244/190 Vert(TL) -1.10 12-13 >363 240 Horz(TL) 0.37 9 n/a n/a Weight: 168 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5472/3076, 3-4=-5111/2842, 4-14=-4429/2477, 5-14=-4429/2477, 5-6=-2668/1627, 6-15=-2668/1627, 7-15=-2668/1627, 7-8=2627/1526, 8-9=-2960/1731 BOT CHORD 2-13=-2827/5186, 12-13=-1932/3571, 11-12=1224/2461, 9-11=-1523/2750 WEBS 3-13=-385/415, 4-13=-871/1578, 5-13=-364/1015, 5-12=-1067/644, 7-12=297/454, 7-11=-1851495, 8-11=-402/388 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) at joint(s) 13 and 12 checked for a plus or minus 2 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o``�IIPS t All gll��i G E N S' .Pd0 39380 ---~ .s 40 lf1h1111111/1�1 FL Cert. 6634 May 14,2012 WARNING • Verify design pa dens and READ NOTES ON THIS AND INCLUDED MIEK REFERENCE PAGE 161-7473 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 parameters 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 responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IYIiTek' fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality CrIteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 6646112012 by ALSC or proposed by SPIS. Job Truss Truss Type Qty Ply ' Rear porch Carhon M11321 A9 HIP 1 1 Lb fee (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:05 2012 Page 1 ID:e_7uc u?FA T7KNgZH_GHezMttU-QTJTA86Mck4V6PeDKtBgQTwvJVlgl3lr66K4IQzGduS 1-0- 9-0-0 14-8-14 20-4-0 25-0-0 34-0-0 5-0- -0-0 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 4.o0 12 5x10 3x4 = 2x3 II 4x10 = 3 15 4 5 16 6 Scale = 1:58.7 JX4 — l3 lu 3X4 — 3x6 _ 3x4 = 2x3 11 6x8 = 2x3 3X6 = 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 ' LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010/rP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SIP No.3 CSI DEFL in (loc) I/deft Ud TC 0.62 Vert(LL) -0.15 2-14 >999 360 BC 0.44 Vert(TL) -0.43 2-14 >558 240 WB 0.60 Horz(TL) 0.03 7 n/a n/a (Matrix) PLATES GRIP MT20 244/190 Weight: 148 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I s al at'o -de REACTIONS (lb/size) 2=602/0-8-0 (min. 0-1-8), 11=130810-8-0 (min. 0-1-13), 7=34010-8-0 (min. 0-1-8) Max Horz 2=87(LC 7) Max Uplift 2=474(LC 8), 11=-854(LC 8), 7=303(LC 8) Max Grav 2=711(LC 19), 11=1512(LC 2), 7=420(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1135/606, 3-15=-533/386, 4-15=-533/386, 4-5=-284/695, 5-16=-284/695, 6-16=-284/694, 6-7=-257/93 BOT CHORD 2-14=-445/1000, 13-14=-444/1010, 12-13=-444/1010, 11-12=-186/533 WEBS 3-14=01344, 3-12=-559/292, 4-12=-93/398, 4-11=-1344/762, 5-11=-300/232, 6-11=-966/526, 6-9=0/329 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. 11'. Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) atjoint(s) 6 checked for a plus or minus 4 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 2, 854 lb uplift at joint 11 and 303 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard +. ATE s '► 0 510 N A� — FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters andREAD NOTES ON THIS AND INCLUDED A=REFERENCE PAGE AffI-7473 BEFORE USE. Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown a� Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibllty, of the i�4TG'k• 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/1Pi1 Quality Criteria, DSB-89 and SCSI Sending 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 If Southern Pine SP or SPp lumber is specified. the design values are those effective W0112012 by ALSC or proposed by SP18. Job Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 A COMMON i 1 b Reference o t'ona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:02 2012 Page 1 ID:ic?BBJsIjZjlul DHStyoCDzMttW-0ueLY64UKphwFxweflezorlR61ha5jvPP85Q85zGduB 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0- -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 d 4.00 12 4x4 = 19 Scale = 1:57.8 3x6 % 17 'v 15 14 12 3x6 Zzr 2x3 II 4x6 3x8 = 3x8 = 4x6 2x3 II 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets (X.Y): 12:0-3-14.0-1-81. 110:0-3-14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2010/rPI2007 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-16 oc bracing. WEBS 2x4 SP 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=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Holz 2=-166(LC 6) Max Uplift 2=-844(LC 8). 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=2655/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=-2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=1635/3008, 16-17=-1635/3008, 15-16=1635/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1635/3008,12-13=-1635/3008, 10-12=-1635/3008 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=523/891, 5-15=-313/304, 3-15=-599/407 NOTES �,.�1A�1 1) Unbalanced roof live loads have been considered for this design. ,01 Q� •,... • .. �� fj 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; �� .•C E N,9`•. Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ; ` �•,'�. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 39380 `1 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 = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. ��..Y,/' 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ®. I ATE E ` 441+ 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 Ib up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility .. TL of others. •'j b R 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). O IV A"ll- LOAD CASE(S) Standard t"111111111`'� 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11=44, 2-20=-20, 20-21 =-50, 10-21 =-20 FL Cert. 6634 May 14,2012 a W - Verefy design par ,,&, and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE bill-7473 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 parameters 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 Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sal- Inlormallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 00112012 by ALSC or proposed by SPIB. Job Truss Truss Type Ply 61' Rear porch Carlton M11321 A COMMON r 1 ob efer ce o C Chambers 1ruSs Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 18=43(F) 19=-43(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:02 2012 Page 2 ID:ic?8BJsIjZjlul DHStyoCDzMttW-0ueLY64UKphwFxweflezorlR61ha5jvPP85085zGduB FL Cert. 6634 May 14,2012 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI -7473 BEFORE USE. . Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component. ,^�•i Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown my Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblGty of the p q�T�p�IC• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9Vi S fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective W01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 61' Rear porch Carhon M11321 GRA HIP 1 1 Job Reference (ootionah Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:05 2012 Page 1 ID:e_7uc u?FA_T7KNgZH_GHezMttU-QTJTA86Mck4V6PeDKtBgQTwruVkbl4zr66K41QzGdu8 1-0-0 8-0-0 12-6-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 4-6-0 4-6-0 T.3-8-2 3-9-14 18-0-0 -0-0 +) Top chord must be braced by end jacks, Scale = 1:60.7 roof diaphragm, or properly connected purlins as shown. 4x4 — 11 14 9 7x10 % 7 17 6x10 4.00 12 5 3x6 19 3 10x10 — 13 5x6 21 10 ' 2 22 N N 1 23 m d 3x4 = 29 28 27 26 25 24 3x5 = d r 8-0-0 3x6 II 3x6 = i 12-6-0 6x8 = 18-6-D 6x8 = 3x6 = 6x8 26-0-0 34-0-0 8-0-0 4-rr0 7-6-0 8-0-0 Plate Offsets KY): f3:0-3-8,Edge1. (21:0-3-8.Edgel. [22:0-2-8,Edge], 124:0-3-8.0-3-01. (27:0-3-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.12 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.26 2-29 >570 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 194 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-391(LC 8), 27=-1168(LC 8). 26=-1535(LC 8), 22=-568(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=549(LC 19), 27=2236(LC 13), 26=2951(LC 14), 22=850(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=844/407, 3-4=-20/493, 4-6=-20/493, 6-8=468/1080, 8-10=-468/1080, 10-12=-468/1080,12-13=-468/1080,13-15=468/1080,15-16=468/1080, 16-18=468/1080, 18-20=-2236/1299, 20-21=-2236/1299, 21-22=-1906/952, 3-5=443/708, 5-7=-351/703, 7-9=-21/377, 9-11=0/420, 11-14=0/380, 14-17=-74/482, 17-19=-145/485, 19-21=-277/548 BOT CHORD 2-29=-276/873, 28-29=-227/735, 27-28=-227/735, 26-27=1089/660, 25-26=-199/374, 24-25=-199/374,22-24=-789/1755 WEBS 3-29=-429/1190, 3-27=-2141/1061, 6-27=830/650, 6-26=526/343, 13-26=-971/633, 18-26=-2411/1454,18-24=-738/1677,21-24=74/415,6-7=-732/569,19-20=-374/336, 14-15=-508/377, 11-12=-450/203 Structural wood sheathing directly applied or 4-4-15 oc purlins. Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 3-27, 18-26 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. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2, 1168 lb uplift at joint 27, 1535 lb uplift at joint 26 and 568 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. l$ 39380 �^ .✓ r Z ATE •cL O R ` eS �� N R` FL Cert. 6634 May 14,2012 h WARMNO - Verify design parameters and READ NOTES ON THIS AND INCLUDED AffTEK REFERENCE PAGE MI-7473 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. L Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shownTM 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 M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-8? 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 If Southern Pine (SP or SPDI lumber is specified. the design values are those effective 0610112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 GRA HIP 1 1 I o e e ce o lion Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:05 2012 Page 2 ID:e_7uc_u?FA T7KNgZH_GHezMttU-QTJTA86MCk4V6PeDKtBgQTwruVkbl4zr66K4IQzGduS NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 Ill, up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=-44, 21-23=44,2-29=-20,24-29=-47(F=-27),22-24=-20,3-11=-103(F=-59),11-21=-103(F=-59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERENCE PAGE b27I-7473 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 parameters 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 responsibility of the p X'y��• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9 V� i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality CrBeda, 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 If Southern Fine (SP or SPp) lumber is specified. th6 desi n values are those effective 06%0112012 by ALSC or proposed b SPIB. Job Truss Truss Type Oty Ply 61' Rear porch Carlton M11321 GRB HIP 1 1 ob a ere ce o io al Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:06 2012 Page 1 ID:6AhHpKvdOU6KIUys7?WprzMltT-ugtrOU7_N2CLkZDPubjvzhT1 Tv1 b1 Sg?Km3dHszGdu7 1-0- 7-0-0 13-8-14 20-4-0 27-0-0 34-0-0 5-0 -0-0 7-0-0 6-8-14 6-7-2 6-8-0 7-0-0 1-0-0 4.00 12 5x10 3 16 17 1 d Scale = 1:58.7 3x6 = 3x6 = 3x5 II 5x8 = 18 4 5 19 20 6 21 22 23 7 3x5 = 15 24 14 25 26 13 27 28 29 1230 31 11 32 70 3x4 = 2X3 II 4x6 = 3x4 = 6x8 = 3x6 = 2x3 11 7-0-0 6-8-14 6-7-2 6-841 7-0-0 ' Plate Offsets (X.Y): 13:0-5-0.0-2-01.17:0-5-4.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.20 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.38 13-15 >640 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 148 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Raw at midpt 4-12, 7-12 4-12: 2x4 SP M 30 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer logstallation guide, REACTIONS (lb/size) 2=115310-8-0 (min. 0-1-8), 12=3088/0-8-0 (min. 0-3-10), 8=53510-8-0 (min. 0-1-8) Max Horz 2=-67(LC 6) Max Uplift 2=-839(LC 8), 12=-2092(LC 8), 8=-420(LC 8) Max Grav 2=1155(LC 17), 12=3088(LC 1), 8=544(LC 18) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2771/1802, 3-16=-1909/1373, 16-17=-1909/1373, 17-18=-1909/1373, 4-18=-1909/1372,4-5=-912/1465, 5-19=-912/1465, 19-20=-912/1465, 6-20=-912/1465, 6-21 =-912/1465, 21-22=-91 2/1465, 22-23=-912/1465, 7-23=-912/1465, 7-8=-933/542 BOT CHORD 2-15=-1597/2568, 15-24=-1606/2608, 14-24=1606/2608, 14-25=-1606/2608, 25-26=-1606/2608, 13-26=-1606/2608, 13-27=-1211/1909, 27-28=-1211/1909. 28-29=-1211/1909. 12-29=-1211/1909, 12-30=417/874, 30-31=417/874, 11-31=417/874, 11 -32=4171874, WEBS 3-15 —8 l /787, 3-13-3744/418, 4413=19/ -37/77f436 2=-3578/2428, 6-12=447/807, o�ees A. 7-12=-2456/1582, 7-10=-1351766 NOTES ` = F•��•�%�- 1) Unbalanced roof live loads have been considered for this design. JrO 3938 ^� 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 - 3) Provide adequate drainage to prevent water ponding. 4) Plate(s) atjoint(s) 14 checked for a plus or minus 4 degree rotation about its center. tp c.. r. �—;� _. •<C[ 5) Concentrated loads from layout are not present in Load Case(s): #2 Regular Only; #6 MWFRS Wind Left Positive; #7 MWFRS Wind [) • I AT E Right Positive; #10 MWFRS 1st Wind Parallel Positive; #11 MWFRS 2nd Wind Parallel Positive; #12 Live Only; #16 MWFRS Wind e Q ((/ Left Positive + Regular, #17 MWFRS Wind Right Positive + Regular; #18 MWFRS 1st Wind Parallel Positive + Regular; #19 i T . A, MWFRS 2nd Wind Parallel Positive + Regular, #22 3rd unbalanced Regular Only; #23 4th unbalanced Regular Only. �� OR 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�j SSA � • • � � � ��•0, 7) * This truss has will fit between the n designed tome herd for a live olload oinembefsfon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide l0 N Ai 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 839 lb uplift at joint 2, 2092 lb uplift at joint 12 and 420 lb uplift at joint 8. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. FL Vert. 6634 May 14,2012 W Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown rd is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the respomiblrity of the NiiTek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qua01y 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 If Southern Pine SP or SPp lumber is specifiedl the design values are those effective 06;0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply 61' Rear porch Carlton M11321 GRB HIP 1 1 Job Re e e ce o 'anal Chambers Truss Inc., Fort Pierce Fl. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Intlustries, Inc. Mon May 14 09:56:06 2012 Page 2 ID:6AhHpKvd0U6KIUys7?V VprzMttT-ugtrOU7_N2CLkZDPubjvzhTl Tv1 b1 Sg?Km3dHszGdu7 NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 Ib down and 128 lb up at 20-11-4, 115 lb down and 128 lb up at 22-11-4, and 115 Ib down and 128 lb up at 24-11-4, and 146 lb down and 147 lb up at 27-0-0 on top chord, and 437 lb down and 196 Ib up at 7-G-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 196 lb up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=44, 3-7=-44, 7-9=44, 2-8=20 Concentrated Loads (Ib) Vert: 3=-106(B) 5=115(B) 7=106(B) 15=437(B) 10=-437(B) 16=115(B) 17=115(B) 118=115(B) 19=115(B) 20=115(B) 21=115(B) 22=115(B) 23=115(B) 24=45(1]1) 25=-45(B) 26=45(B) 27=45(13I) 28=-45(B) 29=-45(B) 30=45(B) 31=-45(B) 32=45(B) o'PS ► I I fill., E N SF N-6-39380 1'STATE�''� I � tea►►►► FL Cert. 6634 E May 14,2012 ® WARNING • Venfg design parameters and READ NOTES ON THIS AND INCLUDED 11f7EK REFERENCE PAGE MI-7473 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 parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown�Y Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTe ka fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlteda, DS8.89 and BCSI Bull Component 6904 Parke East Blvd. Safety InformaFlon available from Truss Plate Institute, 787 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-0115 If Southern Pine SP or SPp) lumber is specified. the design values are those effective 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 it MONO TRUSS 1 Job Reference al Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:07 2012 Page 1 ID:6AhH p KvdDU6Kl Uys7? VVprzMttT-N s REbg7c8 MKC LjocS I E8V u?LIJXbm 678ZOpBpIzGd u6 .1-0-0 i 1-0-0 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to St 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale = 1:6.0 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=104/0-8-0 (min. 0-1-8), 2=104/0-8-0 (min. 0-1-8), 4=3/Mechanical Max Horz 2=85(LC 8) Max Uplift 2=-252(LC 8) Max Grav 2=125(LC 2), 2=104(LC 1), 4=19(LC 10) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 252 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard o��,PS t A - I �'', % 3 93 8 0_ �—" 4 -: ATE' 44/ R A' FL Cert. 6634 May 14,2012 AWARMNG - Verify design parameters and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 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 parameters 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 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/TPil 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 If Southern PineJSP or SPp) lumber is specified, the design values are those effective 06V12012 by ALSC or proposed by SPIB. M11321 1,12 IMONO TRUSS 61' Rear porch Carlton -1-0-0 i 2-0-0 1-0-0 2-0-0 3x4 = Scale = 1:7.7 i 2-0-0 i 2-0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP 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 (Ib/size) 2=121/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2= 143(LC 8), 3=-28(LC 5) Max Grav 2=144(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 truss connection (by others) of ss to bearing plate capable of withstanding 143 lb uplift atjoint 2 and 28 lb uplift at j!!/!°, joint 3 6) "Semi-dgid.pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. `,,`��es A. q�� ♦♦` �P.. • !°ji ♦ Q•If LOADCASE(S) Standard 7��••\C E_�_SF•�•97y�� Pao 3938Q:--y Al E • O�. ` FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and REED NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an individual building component. G Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M 9'+rek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Merle, DSB•I9 and ICSI Bonding Component 6904 Parke East Blvd. Solely Inlormallon available from Truss Plate Institute. 781 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine SP or Spp) lumber is specified, the desi n values are those effective 06°01121112 by ALSC or proposed by SPIB. Job Truss Truss Type Ply 61' Rear porch Carlton M11321 J3 MONO TRUSS JQty 4 1 Job Reference (optional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 is Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:07 2012 Page 1 ID:aNEf1 gvFmnEBNe W2hiOkM3zMttS-NsREbg7c8MKCLjocSIE8Vu?LHJ VAm678ZQpBplzGdu6 1-0-0 3-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.20 TCDL 7.0 Lumber Increase 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 REACTIONS (Ib/size) 3=40/Mechanical, 2=155/0-8-0 (min. 0-1-8), 4=25/Mechanical Max Horz 2=82(LC 8) Max Uplift 3=-43(LC 8). 2=-177(LC 8) Max Grav 3=64(LC 13). 2=184(LC 2), 4=50(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/deb Ud Vert(LL) -0.00 2-4 >999 360 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 43 lb uplift at joint 3 and 177 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. 39380,,, -` TAT E ` FL Cert. 6634 May 14,2112 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED b11TEKREPERENCE PAGE IWI-7473 BEFORE USE. ■■■ Design valid for use only with MiTek connectors. This design is based any upon parameters shown, and is for an individual building component. ` Applicabirity of design parameters 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 responsibility of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M BOTe k• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610,4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 00112012 by ALSC or proposed by SPIB.__ Job Truss Truss Type Oty Ply 61' Rear porch Carlton M11321 J4 MONO TRUSS 1 Job e ce OD one Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:08 2012 Page 1 ID:aNEf1 gvFmnEBNeV12hiOkM3zMttS-2?cpA8FvfS3zsNo?OIN26YWEjpFVZN Io4YkMlzGdu5 i -1-0-0 4-0-0 1-0-0 4-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.26 TCDL 7.0 Lumber Increase 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=66/Mechanical, 2=182/0-8-0 (min. 0-1-8), 4=35/Mechanical Max Horz 2=101(LC 8) Max Uplift 3=79(1_13 8), 2=-187(LC 8) Max Grav 3=92(LC 13), 2=216(LC 2), 4=70(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.0 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 2-4 >999 360 MT20 244/190 Vert(TL) -0.03 2-4 >999 240 Horz(TL) -0.00 3 n/a We Weight: 14 lb , FT = 0 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 guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 79 lb uplift at joint 3 and 187 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,►PS a rya a r q1 Ij�L ENS�•.'y A, i 3938Q ® s NAi—E o`% rlilt FL Cert. 6634 -1 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE M I-7473 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 parametersand 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 Ali Quality Criteria, DSB-89 and BCSI Bonding Component 6904 Parke East Blvd. Safely Inlormallon available from Truss Plate Institute, 781 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine Sp or Spp lumber is specified. the design values are those effective 06,'0112012 by ALSO or proposed by SPI6. Job Truss Truss Type Qty Ply s1' Rear porch Carlton M 11321 J5 MONO TRUSS 1 o fe c o ti a Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:08 2012 Page 1 ID:aNEfl gvFmnEBNeW2hiOkM3zMttS-2?cpABFvfS3zsNo?OIN26YSQjmGVZN Io4YkMlzGdu5 -11-0 5-0-0 1-0-0 5-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.50 TCDL 7.0 Lumber Increase 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=91/Mechanical, 2=212/0-8-0 (min. 0-1-8), 4=45/Mechanical Max Horz 2=120(LC 8) Max Uplift 3=-111(LC 8), 2=-201(LC 8) Max Grav 3=119(LC 13), 2=250(LC 2), 4=90(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.6 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.03 2-4 >999 360 MT20 244/190 Vert(TL) -0.07 2-4 >742 240 Horz(TL) -0.00 3 n/a n/a Weight: 17 lb FT = 0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 111 lb uplift at joint 3 and 201 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A.11111ifXX '9(��l"� `�� (� 'ENS; • $-�f r°ir * Fd 3938Q ATE o R iQP �0 N Ai FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI-747a 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 parameters and proper incorporation of component is responsibility of balding 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 i�diTek� 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/TPIT Quality Crtieda, 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 If Southern Pine SP or SPp lumber is specified the design values are those effective 06r0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 61' Rear porch Carlton M 11321 J6 MONO TRUSS I't 1 Job Reference factional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:08 2012 Page 1 ID:2Zo1EOwtX5M2_o5FEQXzvGzMttR-2?cpA8FvfS3zsNo?OIN26YNRjiNVZNlo4YkMlzGdu5 -1-0-0 6-0-0 1-0-0 6-0-0 �i d 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.82 TCDL 7.0 Lumber Increase 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/rP12007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=114/Mechanical, 2=242/0-8-0 (min. 0-1-8), 4=55/Mechanical Max Horz 2=139(LC 8) Max Uplift 3=141(LC 8), 2=-216(LC 8) Max Grav 3=146(LC 13), 2=285(LC 2), 4=11 O(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.2 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.07 2-4 >999 360 MT20 244/190 Vert(TL) -0.16 2-4 >408 240 Horz(TL) -0.00 3 n/a n/a 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 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 141 lb uplift at joint 3 and 216 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED AJ TEKREFERENCE PAGE NJII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parametersshown, and B for an individual building component. Applicability of design parameters 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 bracing to insure stability during construction is the responsiblrity of the �•p��e erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M6 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quaely CrQetla, DSB-89 and BCSI BuOding Component 6904 Parke Fast Blvd. safely Inlormafion available from Truss Plate Institute. 781 N. Lee Sheet, Suite 312. Alexandria, VA 22314: Tampa, FL 33610-4115 It Southern Pine SP or Spp lumber is specified, the desi n values are hose effective Ofi>'O1P2412 b ALSC or ro ased h SPIB. Job Truss Truss Type Qty Ply 61' Rear porch Carlton M71321 J7 MONO TRUSS 11 1 Refere ce o tonal Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:08 2012 Page 1 ID:2Zo1EOwtX5M2_o5FEQXzvGzMttR-2?cpABFvfS3zsNo?OIN26YUgjpnVZNlo4YkMlzGdu5 -1-0-0 7-0-0 1-0-0 7-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.36 TCDL 7.0 Lumber Increase 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS (lb/size) 3=137/Mechanical, 2=273/0-8-0 (min. 0-1-8), 4=65/Mechanical Max Horz 2=159(LC 8) Max Uplift 3=171(LC 8), 2=-232(LC 8) Max Grav 3=173(LC 13), 2=321(LC 2), 4=130(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/defl Ud Vert(LL) -0.09 2-4 >876 360 Vert(TL) -0.22 2-4 >350 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 23 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 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 171 lb uplift at joint 3 and 232 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,BPS z,. 4 * P 39380_ +-,3 •4� . O .• ATE �`_'': � S fON A'I_ +►11110 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED XTEK REFERENCE PAGE M I-7473 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 parameters 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 responsibility of the tVRiTek' 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 Crltedo, 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 If Southern Pine SP or SPp lumber is specified. the design values are those effective W10112012 by ALSC or proposed by SPIB. Truss Truss Type Qty Ply 61' Rear porch Carlton Fob J321 JB MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:09 2012 Page 1 ID:2Zo1EOwtX5M2_o5FEOXzvGzMttR-JEZ OW9tgzawb0y_ZjGcaJ5dF786EOdROklHuBzGdu4 8-0-0 i 1-0-0 B-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.49 TCDL 7.0 Lumber Increase 1.25 BC 0.29 BCLL 0.0 Rep Stress Incr YES W8 0.00 BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=160/Mechanical, 2=305/0-8-0 (min. 0-1-8), 4=75/Mechanical Max Harz 2=178(LC 8) Max Uplift 3=200(LC 8), 2=-249(LC 8) Max Grav 3=200(LC 13), 2=357(LC 2), 4=150(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. Scale = 1:17.3 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.14 2-4 >638 360 MT20 244/190 Vert(TL) -0.35 2-4 >255 240 Horz(TL) -0.00 3 n/a n/a Weight: 26 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 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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 200 lb uplift atjoint 3 and 249 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 :] May 14,2012 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MY-7473 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. A�, Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M!yek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualfty CrIfeda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatfan available from Truss Plate Institute, 781 11 Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified, the desion values are those effective 66A112012 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply Carlton M11321 KJ7 MONO TRUSS 2 1 161'Rearporch ob efere ce o do al l Tampers i mss Inc., ion rlerce rl. 3496L Hun: 1.340 s Feb 24 2n12 Pnnt: 7.351) s Apr z3 2n12 Mt rek Ineustnes, Inc. Mon May 14 09:56:n9 2u12 Page 1 ID:WIMPSMxVIPUvcygRo72CRUzMttO-JEZ_OW9tgzawb0y_ZjGcaJ5Yl7?XEz1 ROkIHuBzGdu4 1-5-0 6-8-12 Zxs 3x4 = 3x4 = Scale = 1:20.6 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 NO Code FBC2010/TP12007 CSI TC 0.78 BC 0.84 WB 0.23 (Matrix) DEFL in Vert(LL) -0.06 Vert(TL) -0.16 Horz(TL) 0.01 (Ioc) I/deft Ud 2-6 >999 360 2-6 >709 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 38lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or 4-10-10 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 2x4 SP 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=38/Mechanical, 2=390/0A 1-5 (min. 0-1-8), 5=373/Mechanical Max Harz 2=158(LC 8) Max Uplift 4=-45(LC 8), 2=357(LC 8), 5=-227(LC 8) Max Grav 4=38(LC 1), 2=445(LC 2), 5=373(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=677/321, 3-7=636/331 BOT CHORD 2-9=-398/625, 9-10=-398/625, 6-10=-398/625, 6-11=-398/625, 5-11=-398/625 WEBS 3-6=0/338, 3-5=721/459 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #2 Regular Only; #6 MWFRS Wind Left Positive; #7 MWFRS Wind Right Positive; #10 MWFRS 1 st Wind Parallel Positive; #11 MWFRS 2nd Wind Parallel Positive; #12 Live Only; #16 MWFRS Wind I Left Positive + Regular, #17 MWFRS Wind Right Positive + Regular; #18 MWFRS 1 st Wind Parallel Positive + Regular, #19 `,till A, MWFRS 2nd Wind Parallel Positive + Regular. 0 S 1% P 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ,� • •`� c E N s `•, y�l% • V F �• s 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦ ; �^ `i will fit between the bottom chord and any other members. M 39380 5) Refer to girder(s) for truss to truss connections. 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 45 lb uplift at'oint 4, 357 lb uplift at'oint (Y ) 9P P ////// 9 P 1� P� J 2 and 227 lb uplift at joint 5._` 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, �•[) ; - _ .. - �` .r[r r � ATE ` •• • 5 lb down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up at 1-6-1, 24 lb up at 1-6-1, 10 lb down at 44-0, 10lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 a 4/1 � on bottom chord. The design/selection of such connection device(s) is the responsibility of others. pie`` ' •. 0 R 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). G `O >0 SS ....... • • �� 'Fit LOAD CASE(S) Standard �� N rN 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=44, 2-5=-20 FL Cert. 6634 May 14,2 112 fA Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERENCE PAGE MI-7473 BEFORE USE, Design valid for use only with Mirek connectors. This design is based only upon parametersshown, and is for an Individual building component., Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ITS is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility, of the A q��g�Yl• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding � V� fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/rPll Quality Criterlo, DSB-B9 and BCSI Building Component 6804 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective 0610112012 by ALSC or proposed by SPIB. Jo b ° Truss Truss Type Qty Ply 61' Rear porch Carlton M11321 KJ7 MONO TRUSS 1 o Refere ce o do al chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:09 2012 Page 2 ID:WIMPSMxVIPUvcygRo72CRUzMttQ-JEZ OW9tgzawb0y_ZGcaJ5Y7?XEz1ROklHuBzGdu4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=1 O(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-10(F=5, B=-5) 11=-50(F=-25, B=-25) FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M 7FK REFERENCE PAGE IVNI-7473 BEFORE USE. Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and Is for an individual building component.��' Applicability of design parameters 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 responsibBGty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MOW , fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Bunding 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 If Southern Pine SP or SPW lumber is specified. the design values are those effective 00112012 by ALSC or proposed by SPIB. Job � Truss Truss Type Qty porch Carlton M71327 KJB MONO TRUSS 2 TP17Y6.1,'Rear Reference (optional) Chambers Truss Inc., Fart Pierce Fl. 34982 1-5-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:56:09 2012 Page 1 ID:WIMPSMxVIPUvcygRo72CRUzMttQ-JEZ_OW9tgzawb0y_ZjGcaJ5gQ78nEvnROklHuBzGdu4 Scale = 1:20.3 3x4 = �� 3x4 = LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a n/a Code FBC2010/TPI2007 (Matrix) Weight: 44lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=410/0-11-5 (min. 0-1-8), 6=499/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1117/488 BOT CHORD 2-7=-656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/721 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=61ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(17=22, B=22)-to-4=-124(F=-40, 13=40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) ,��.�� • �� G E•N a� �J ATE .01 O R E0%v1%� FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use any with Milek connectors. This design is based only upon parameters shown, and Is for on individual building component. ��• Applicability of design parameters 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 responsiblrity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPll Quanty Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Solely Inlormatlon available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumbar is specified, the design values are those effective 00112012 by ALSC or proposed by SPIB. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0' /16 T I For 4 x 2 orientation, locate plates 0- I/iv from outside Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2-3 4 0 WEBS o�c O I? � 0 = u O U ab a:3. U OF 0- c -8 c6-' c5- A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dia 9 g, is always required. See BCSI. diagonal or x-bracing, 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 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. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for [CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or SYP represents current/old values as published specified. b text in the bracing section of the Y 9 NDS by AWC in the proposed SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 14. Bottom chords require lateral bracing at 10 N. spacing, BEARING (2x4 No 2 and lower grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. and all MSR/MEL grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. g 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards' lij project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. OMPBCSI: is not sufficient. Building Component Safety Information, M z) 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, Installing & Bracing of Metal Plate I ILI ANSI/TPI 1 quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 ,��tr1.�7�N�C�f 1 Z- r L FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 61' CARLTON 1499 Builder Name: WYNNE Street: "A% 2� Permit Office: City, State, Zip: FL, - Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1499.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1499.00 ft2 6. Conditioned floor area above grade (ft2) 1499 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. 11. Ducts R= ft2 R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1499.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1499.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.076 Total Proposed Modified Loads: 26.30 PASS Total Standard Reference Loads: 33.31 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this �y , __ Off, Code. calculation indicates compliance with the Florida Energy Code. rnn. '�%, v ••;. „ O PREPAR D Y. Before construction is completed DATE: S \� this building will be inspected for compliance with Section 553.908 O I hereby certify that this building, as de igned, is ' com lance Code. Florida Statutes. COD with the Florida Energy WE'i¢� OWNER/AG EIgT: BUILDING OFFICIAL: DATE: 'S \ \ DATE: .0 - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1'.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 5:24 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 61' CARLTON 1499 FLProp2010 1 WYNNE Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1499 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE , FL, - CLIMATE / v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1499 11992 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil iD Finished Cooled Heated 1 RoomslnBlock1 1499 11992 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 155 ft 0 1499 ft2 ---- 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1580 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1499 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1499 ft2 0.1 Wood 5/15/2012 5:24 PM EnergyGauge® USA FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 VVALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space V - rot Tp -W-all-Type p R Value Ft_ In Ft In Area R-Vnh e r;;r '-.AbSOr G ° 1 N Exterior Concrete Block - Int InSBl00msInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsgloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsRoomSInBIoc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int Ins51oomSlnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InSBoornsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsBloomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsRoomSInBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value WidthArea Ft In In Ft 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted). Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft? 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 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 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1415.4 77.708 146.14 0.2628 7.0821 HEATING SYSTEM # System Type. Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 5:24 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- -- Return ---- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 g0 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Feb Coolin IX] Jan �Xxi Heating X] Jan Feb XMar JXJ Mar Ar X� Apr JX X Ma rX Jun X] Jul May � Jun f X] Jul �Xxi X Au f X1 Aug r Se ]SeP [ Oct [X� Oct X] Nov ]Nov 1XX Dec Dec rxxi Ventin X Jan Feb X Mar XAr Ma Jun [X] Jul [X Au ] Se [X Oct ] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68. 66 66 Heating (WEH) AM PM 66 68 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 5/15/2012 5:24 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION i SUMMARY OF REQUtf2EMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 5:24 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 2. Single family or multiple family Single-family b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1499.00 ft2 6. Conditioned floor area (ft2) 1499 b. N/A R= ft2 c. R= ft2 7. Windows— Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=1.30 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1499.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwis , a ew EPL Display Card will be completed based on installed Code com f t res Builder Signature: Date: Address of New Home:Ye\A �, City/FL Zi K O ,t$E ST,q?�o� coD WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software -- 9 Project Summary Job: wri htsoft ' J Date: MAY 15,2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: 61' CARLTON 1,499, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 1� �Jq S1 Notes: UA 1,499 Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20146 Btuh Ducts 1997 Btuh Central vent (26 cfm) 810 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 22954 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1499 1499 Volume (ft') 13168 13168 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 99 50 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 BFtuh @ 47°F 947 cfm 0.043 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18149 Btuh Ducts 2389 Btuh Central vent (26 cfm) 434 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19923 Btuh Latent Cooling Equipment Load Sizing Structure 2309 Btuh Ducts 695 Btuh Central vent (26 cfm) 1100 Btuh Equipment latent load 4104 Btuh Equipment total load 24027 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON Cond 25HBC530A Coil FX4DNF031T AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio . 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 10:43:32 wrightsoft' Right-Suite(E) Universal 2012 12.0.04 RSU05864 Page 1 ACC& EAWrightsoft HVAC\Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N Load Short Form Job: -- wrigh�soft� Date: MAY 15,2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 61' CARLTON 1,499, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47OF 27 OF 947 cfm 0.043 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON Cond 25HBC530A Coil FX4DNF031T AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1549 1037 66 48 GREAT RM 563 8113 7714 347 356 LAUNDRY 42 1067 2052 46 95 KITCHEN 110 706 1784 30 82 MS BATH 56 929 820 40 38 MS CLOSET 63 95 135 4 6 MS BDRM 333 5246 3907 224 180 HALL 22 33 47 1 2 BD 2 CLO 47 523 378 22 17 R1711MA 7 4e%A 900n nCBA A@@ Ann Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftro 2012-May-1510:43:32 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACCA E:\Wrightsoft HVAC\Wynne Corp161 CARLTON 1499.rup Calc = MJ8 Front Door faces: N Entire House d 1499 22144 20538 947 947 Other equip loads 810 434 Equip. @ 0.95 RSM 19923 Latent cooling 4104 TOTALS 1499 22954 24027 947 947 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� wri htsoft' 2012-May-1510:43:32 /4M AL , 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 EAWrightsoft HVAC\Wynne Corp161 CARLTON 1499,rup Calc = MJ8 Front Door faces: N -F- wrightsofta Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 3 Exposed wall Room height 164.0 ft 8.8 ft d 6.0 ft 8.0 ft heat/cool 4 Room dimensions 6.0 x 11.5 ft 5 Room area 1498.5 ftz 69.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft'L °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A8 Oocs 1A-r1ob 11J0, -._ 0:258 1.080 --0.600 n n n : 7.22 30 24 16.80 ' + 5.13. ..21M .' 1T40 14t3 ' 20 21, 10T ' 0 IT 773 605 M ' 549 425 . ', •365 , 48 0 ' 21; 27 0 21 195 0 . ;, 353 139 0 „ 365 0, ��ll F-- G 11 13AB-Oocs 1A-r1om 13AB-Oocs. 1A 16md 1 D-c2ow 1D-c2ow 13AB-0ocs IA-rlob IA-rlob 13AB-06cs 0.258 1.270 0.258 1".270 0.570 0:570 0.258 1.080 1.080 0.258 a a i ,, s s s w w w - 7.22 35.56 7.22 35.56 15.96 15.96 7.22 30.24 30.24 7.22' 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 413 6 315 39. 15 15 551 20 20 216 407 1 ,.'. 246 '39 15 15 511 1 1 200' 9W 213 1777 1387 ' '239 239 3693 605 605 1443 2091 299 1263 944 304 '246 2625 862 837 593 0 0 0 0 : 0 0 0 0 92 0 0 0 0 0 0 0 0 92 0 0 0 0 .' 0 0 0 0 °, 665 0 0 ._ 0 0 0 0 0 0 . ` 273 �i I--G II 2 PII. - �D _11D0: 16B-30ad 0.390 0.032 n " 10.92 0.90 11.31 1.68 16 1499 ' 16. 1499 177 1343 ," - 184 2517 0 6 ._.-.. 0 69. ." 0 62_ 116 F 19C-19cscp 0.049 OA8 0.25 1496 1499. 713' 362 - . 69 69 ., 6 c) AED excursion 201 -22 Envelope loss/gain 17107 14687 1307 888 12 a) Infiltration 3039 832 102 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 20146 18149 1409 916 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20146 18149 1409 916 15 Duct loads 10% 13% 1997 2389 10% 13% 140 121 Total room load 22144 20538 1 1549 1037 Air required (cfm) 947 947 66 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoflt' 2012-May-1510:43:32 Right -Suite@ Universal 2012 12.0.04 RSU05864 Page 1 '�� E:\Wrightsoft HVAC\Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 50.0 ft 6.0 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 563.3 ft 7.0 x 6.0 ft 5 Room area 563.3 ft' 42.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat 7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �D 13AB Oocs _ 1A=r1ob • 11J0 _ .. 0.258 1.080 :0.600 ' n "n ." n 7 22 30.24` 16.80 5.13 21,23 17.40 -O 0 0 0 0 ` " 0 O 0 =: 0 0 0 0 0 0 0 0 0 0• 0' 0 0 U .0" Val 13AB-Oocs 0.258 a 7.22 5.13 0 0 0 0 48 48 347 246 11 1A-r1om 1.270 a 35.56 49.79 0_ 0 0 0 0 0 0 0 13AB-0ocs. 1A-rlomd 1D-c2ow, 1D-c2ow . 0.256 1.270 0'570 0.57.0 s s s s . 7.22 35:56 15.96 15.96. - 5.13 24.20 26.29 16.41 196 39 0 . "0 151 39 6 . '0 1134. 1387 '0 0 866 944 0 - • 0 ' '"0 0 0, 0 0" 0 0 0 0 ' 0 ': 0 '0 - 0 r 0 0 ' 6 W 13AB-Oocs 1A-rlob 0.258 1.080 w w 7.22 30.24 5.13 43.09 294 20 264 1 1835 605 1304 862 0 0 0 0 0 0 0 0 IA-rlob 13AB-Oocs - 1.080 0.258 w - 30.24 7.22 41.86 2.97 20 '.0 1 • 0 _ 605 0 837 0 0 56 0 90 0 " 287 0 118. P 11D0 0.390 n 10.92 11.31 .0 0 0 0 16 16 177. 184 C 16B-30ad 0.032 - 0.90 1.68 563 563 505 946 42 42 38 71 F 19C-19cscp: 0:049 .- 0.48 10.25 563 563 268 1.44' "' . 42 42 : 20 , 11 6 c) AED excursion 459 -44 Envelope loss/gain 6338 6301 869 585 12 a) Infiltration 1043 286 102 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 7381 6817 971 1813 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7381 6817 971 1813 15 Duct loads 10% 13% 732 897 10% 13% 96 239 Total room load 8113 7714 1067 2052 Air required (cfm) 347 316 46 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft• 2012-May-15 10:43:32 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 2 'CC�` E:\Wrightsoft HVAC%Wynne Corp161 CARLTON 1499.rup Calc = MJ8 Front Door faces: N • +�- wrightsoft® Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10.5 x 10.5 ft 7.0 x 8.0 ft 5 Room area 110.3 ftz 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2L °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13AB-0ocs 0.258 - n 7.22 5.13 0 0; ,. ''b 0 0 0 p 0' 1A-rlob 1.080 n 30:24 21.23 0 0: 0 0 0 .0 0 0 11J0 . 0.600 n 16.80 17.40 0 0: -0, 0 0 '. 0 0 0; W 13AB-Oocs 0.258 a 7.22 5.13 0 0 0 0 64 58 419 298 11 _t- G 1A-r1om 1.270 a 35.56 49.79 0 0 0 0 6 1 213 299 0:258 s 7.22 5.13 0 0 0 0 0 0 0 0 N13AB-000S 1A-rlomd 1 D-c2ow 1 D-c2ow 1.270 0.570 0.570 s s s 35.56 15.96 15.96 24.20 ' 20.29 16:41 0 0 0' ,0 0 . 0 0 0 d 0 0 0 0 0 0 0 0' 0 0 0 0 0 '0 0 . IW 13AB-Oocs 1A-r1ob 0.258 1.080 w w 7.22 30.24 5.13 43.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ij{--v 1A-rlob 1.080 w 30.24 41.86 0 0 0 0 0 0 0 0 P 13AB-Oocs 0.258 - 7.22 2.97 68 68 491 202 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 .0 0 0" 0 0 C 1613-30ad 0.032 0.90 1.68 110 110 99 185 56 56 50 94 F ..19C-19cscp 0.049 0.48 0.25 110 110, 52 28 56 .• 56. . :27 -14. 6 c) AED excursion -38 -18 Envelope loss/gain 642 377 709 687 12 a) Infiltration 0 0 136 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 642 1577 845 724 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 642 1577 845 724 15 Duct loads 10% 13% 64 208 10% 13% 84 95 Total room load 706 1784 929 820 Air required (cfm) 30 82 1 1 40 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -- wrightsoft• 2012-May-15 10:43:32 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 '4CC*` E:1Wrightsoft HVAC1Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N • + wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 51.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 5 Room dimensions Room area 7.0 x 9.0 ft 63.0 ftz 1.0 x 332.5 ft 332.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13AB-Oocs. 1A-r1ob 0.258 1.080 n ' n 7.22 30.24 5:13 :; _21.23 0 0, 0 0 0 0 0 0" 0 0 0 0 0 ;; 0 0 0 11J0.._ 13AB-0ocs 0.600 0.258 n a 16.80 7.22 17.40 5.13 0. 0 0 0 .. 0 0 0 0 0 225 0_ 225 • 0 1627 0 1156 It 11 _ 1A-rlom 13AB-Oocs 1.270 0.258 a s 35.56 7.22 49.79 5.13 0 0 0 0 0 6 0 0 0 119 0 89 0 ' 643 0 467 IA-rlomd 1Dwc2ow ID-c2ow 13AB-0ocs 1A-r1ob 1.270 0.570 0.570 0.258 1.080 s s "s w w 35.56 15:96 15.96 7.22 30.24 24.20 20.29 16.41 5.13 43.09 0 0 0 0 0 0 0 0. 0 0 0 0 ` 0 0 0 0 0 0 0 0 0 15 15 89 0 6 `. •15 '15 89 0 0 239' 239' 645 0 0 '304 246 458 0 W 1A-rlob 13AB-0ocs 1.080 0.258 w - 30.24 7.22 41.86 2.97 0 0 0 0 0 0 0 0. 0 ',o 0 0 0 0 0 = 0 R 11 DO � 16B-30ad 0.390 0.032 n - 10.92 0.90 11.31 1.68 0. 63 0 63 0 56 0 106 .0 333 6 333 0 298 0 559 C F 19G19cscp 0.049 0.48 0.25 63 63' 30 16. 333 333. 158, 85 6 c) AED excursion -3 -66 Envelope loss/gain 86 119 3850 3200 12 a) Infiltration 0 0 923 253 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) 86 119 4773 3453 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 86 0 119 0 4773 0 3453 15 Duct loads 10% 13% 9 16 10% 13% 473 464 Total room load i iAir 95 135 5246 3907 required (cfm) 4 6 224 180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft' 2012-May-15 10:43:32 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 'CC4` E:\Wrightsoft HVAC\Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N • + wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BD 2 CLO 2 Exposed wall 0 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 4.0 x 5.6 ft 22.0 ft' 8.5 x 5.5 ft 46.8 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ft' °F) (Btu ft or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W�--G �D 13AB-flocs IA-rlob 6.258 a:080 n n 7.22 30:24 5.13 21;23 0 0 _0 0 0 .0 0 0 0 0 0 0 0 `'+ 0 0 0 11A ' : 13AB-Oocs 1A-rlom. 13AB-0ocs° 1A-r1omd . 1Dc2ow` 1D-c2ow 13AB-Oocs 1A-rlob 1A-rlob 13AB-0ocs. MOD 0.258 1.270 0;258 I'270 0.570 0.570 0.258 1.080 1.080 0.258 n a a s' s s s. w w w - 16:80 7.22 35.56 7.22 .35.56 15.96 15.96 7.22 30.24 30.24 7.22 17.40 5.13 49.79. 5.13 24.20 20.29 .16.41 5.13 43.09 41.86 . 2.97 " 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 "0 0 0 0 0 :. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 0 0 : 0 _ 0 0 0 0 0'-. 0 0 44 0 0 . .. .0 0 0 -, 0 0 ,' 0 . 0 318 0 0 . 0 0 0 0 -.0 .' 0 °• .0. 226 0 0 WII -- WI L2I-- PI �-D: 11 DO .. 166-30ad 0:390 0.032 . n - 10.92 0.90 11 r31 1.68 . 0 22 "..0 22 .. .' . 0 20 0 37 . 0 47 :. 0 47 , :: 0 42 ;' 0 79 C F ` -" 19C-19cscp 0.049 0.48 0.25 22 -'' " 22, 10 ` : - ' 6 . -.-47 47. .221 12 6 c) AED excursion -1 -8 Envelope loss/gain 30 42 382 308 12 a) Infiltration b) Room ventilation 0 0 0 0 94 0 26 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 30 42 476 334 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 13% 0 0 0 30 3 0 0 0 42 5 10% 13% 0 0 0 476 47 0 0 0 334 44 Total room load Air required (cfm) 11 33 47 21 523 221 378 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " WrightsOft" 2012-May-1510:43:32 Right -Suite® Universal 2012 12.0.04 RSUD5864 Page 5 'CC4` E:\Wrightsoft HVAC\Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N • + wrightsoftm Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15,2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 2 Exposed wall 37.5 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 12.5 x 15.5 ft 193.8 ftz Ty Construction U-value Or HTM Area (ft� Load Area Load number (13tuh/ft2 °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13AB-oocs 0.258 n 7.22 5.13 100 - 80 578 411 IA-rlob 1.080 n 30.24 21.23 20 0 605 425 D .11J0 0.600 n 16.80 17.40 0 -0' 0 0 V,V 13AB-Oocs 0.258 a 7.22 5.13 76 76 549 390 11 1A-rlom 1.270 a 35.56 49.79 0 0 0 0 13AB-Oocs 0.258 ` s 7.22 5.13 0 .0 0 - ` 0 IA-rlomd 1D-c2ow 1 D,c2ow 1.270 0.570 0.570 s s s 35.56 15.96 15.96 24.20 20.29 16.41 0 0 0 0 '0. 0 0 '. 0 0 0 ` . 0 0 W 13AB-Oocs IA-rlob 0.258 1.080 w w 7.22 30.24 5.13 43.09 124 0 124 0 896 0 637 0 EI--v1A-rlob 1.080 w 30.24 41.86 0 0 0 0 PI 13AB-Oocs 11DO 168-30ad 0.258 0.390 0.032 - - . n - 7.22 10:92 0.90 2.97 11.31 1.68 .0 0 194 0 .. 0 194 0 .• 0 174 '0 0 326 C F 19C-19cscp 0.049 6.48 0.25 194 194 92 49 6 c) AED excursion -57 Envelope loss/gain 2893 2180 12 a) Infiltration 639 175 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3532 2354 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3532 2354 15 Duct loads 10% 13% 350 310 Total room load 3882 2664 Air required (cfm) 166 123 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrlghtsoft° 2012-May-1510:43:32 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 '4C�C�_ EAWrightsoft HVAC\Wynne Corp\61 CARLTON 1499.rup Calc = MJ8 Front Door faces: N TYPE, OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 7-30-12 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 28 LA PUERTA DEL NORTE, �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF COUNTRY 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE CLUB VILLAGE, OF ST. LUCIE COUNTY, FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: ;_ 12111CO070 F, EFFECTIVE DATE 2-16-12. 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION N � SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT—OF—WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF LA PUERTA DEL NORTE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE' OF COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: !za O Z -7. { 20' PAVED ROAD LA PUERTA DEL NORTE 5.84 4 JUL 3 .,.2012 — PERMITT!:,''; St. Lucie Cct+ • .; . I' SITE BENCKMARK ELEVATION= 24.57 ASSUMED AVERAGE TOP OF FORMS z ELEVATION=26.08 N 1.51' ABOVE EDGE z w 7.0o F PAVEMENT "-Do N o 1 w W- L 0 3� 000 ..jrjrn 'oN N89-30'52"W 51.98' N o o z o ch 1 28 LA PUERTA DEL NORTE LAST FIELD DATE: 7-30-12 SCALE: 1.=30' ALEXANDER J. PIAZZA PSM, INC. YN I F I ED T0: , ,. � + . , , . WYNNE BUILDING CORPORATIQN DATE: 7-30-12 Surveying • Mapping • Consulting ' DRAWN: CJM 619 SW Biltmore Street Port St. Lucie 'Florida 34983 I hereby certify thaiti�e surve shown hereon'is=#rue and JOB NO. ® Phone: (772) 340-7770 correct and is based d-n actual'measeurenenfs taken in the FOX• (772) 340-2250 field. This survey meets the Minim n Technical Standards 12-1392 LB�280 of Chapter 5J-17=Florida adnif+iat-rati've oriel = DATE: REVISIONS• I ALEXANb . y PIAZ'� Professional urveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1392.dwg, 7/30/2012 3:47:42 PM