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HomeMy WebLinkAboutSUBMITTED PAPERSN� OFFICE USE*..ONLY y BP SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE R LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # ITFLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC (before 1190) LOT OF REC (after 1/90) LOT SPLIT REQUIRED LOT SPLIT APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE 1 IMPACT FEE AREA rri d n rw) SCHOOL GROSS ROAD DIT Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE / _ SCHOOL CR �I' Y - - = - - r'r T OT. qL, IMPACT FEE SCHOOL - :- _ ___ _ _ _ _ - IMPA CT FEE POLICE FEE FIRE FEE MIS FEE TOTAL POLICE/FLRE MISC FEES_ ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE VIEWED BY EXAMING %sisl i Ifi1{1. 'j..41bPT&vz'-34d ,e,i;liP,6 •sgr' �' I � �°�3'l:P5 � "s• tp t�:` J +:}, 344 c�•'- �IItIdL•AI¢4r.9ttttde n ' 3?A �`57::.- �+"••+au••` � lj ; c'^a� '^r•.�;'i :fa•.�' ' - f f7FFT�E�IS;E;ONL: r -ems ' DATE FILED. 3 PERMIT NUMBER: - PLAN REVIEW FEE: U • RECFTT NO.: CERT. CAP. NO.: CONCURRENCY FEE: RECEIPT NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �•\E CpG St. Lucie County Building and Zoning 2300 Virginia Avenue 0 P- Ft. Pierce, FL 34982-5652 772-462-1553 SCANNED st, Lucie CoAPPLICATION for BUILDING PERMIT )po CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 1 2. S/D NAME: a p^ r i s b Lakes-1 SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Sar-i Ion ti , Township � ti� a n rl Range 40E 5. PLAT 6. PAGE 7. BLOCK & LOT BOOK NO. NO. . NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:--ngle family e sde s e LZ t/ L", 11. SETBACKS (ACTUAL) FRONT: 3�� BACK: / ) RIIDGET: \ �; SIDE \� 12. TYPE OF CO NSTRUCTION CTION (Check all appropriate rt ate boxe s) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION k ] RESIDENTIAL [ ] COMMERCIAL [:.-] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 1 & 15. Sq. Ft. 1 st Floor: 14. Sq. Ft./CONSTRUCTION: 16. VALUE OF CONSTRUCTION: $ 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 c6nstruction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 CERTIFICATION: - OWNER INFORMATION NAME: _ } ADDRESS: gin n_,S'- rz S 1g„i t o A n 2 CITY: Pnr�St Lucie STATE: F�, ZIP 34952 PHONE (DAYTIME): (7 7 7 )AZ8-5 51 -4 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME .AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ST. of FL REG./CERT #: (MC-0 3 9 9 9 ST. LUCIE COUNTY CERT #: _g gad R BUSINESS NAME: W3Znne Developm n QUALIFIERS NAME: ADDRESS: CITY: Unrt Si-T. ic--i P STATE: FT. ZIP 34992 PHONE (DAYTIME): (? 7 2187 8— 5 51 3 FAX NO. - ' email: ARCHIT/ENGINEER: ADDRESS: CITY: sr,t PHONE (DAYTIME): ( ) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: P'D �— ZIP -3 4-9 -9 6- STATE: STATE: MIA r 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. 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. 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 with all applicable laws regulating construction and zo GOO N AJe STATE OF FLORIDA COUNTY OF -Gt r uri e The foregoing instrument was acknowledged before me this day of , 20-IJ by Ma t t h r..-1.e Wy-nff4o is personally_ known to me or who has produced as identification. Signature of Mtary work will done in compliance STATE OF FLORIDA COUNTY OF q„t_r e The foregoing instrument was acknowledged before me this 2.2 day of IW AY, 20-L3by Matthew Lyle Wynn who is ersonall known to meter who has produced as identification. LQ�� av� &,'J �_ Signature of N y �o iQo'ri-io—rwy 14N0 ISASKI A> Type or Print Nam Type or P -THY ANN BASKIN `�� . O OTHY ANN ltA8M hlic - 8tate of Florida MOWy �} PAW �. Commission No. _ (),:nm. Egkes Oct 2, 2016 Commis si = ON 2.2016 Q5 ;,,_,,mis ftfl # FF 015226 -y COgUOWIOn 0 IFF 015M s'9• a, Sons; -, 'hrW4*NNfoeat Notary Assn. BoeYdTIr NMbIIMNupryAlti NOTE: TWO (2) E D. EACH SIGNATURE MUST THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGI THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK OF THE CIRCUIT CC FILE # 3840997 OR BOOK ,I PAGE 2008, - SAINT LUCIE COUNT,--- orded 06/04/2013 at: 35 AM AFTFR RECORDING.RETURN TO:. PERMIT NUMBER: i l:i.r yPnar a r.;•rr.ul l'or r,•,:nrdita: i0t. r NOTICE OF CO] 4MENCEMENT The undersigned hereby given notice that improvement will be mad : to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice o commencement. I. DESCRIPTION OF PitOPEA7'y (Legal description and street a ]dress) TAX FOLIO NUMBER:. 3,4] 4 — S 01 —1 7 01 — 0 0 0 9. SUBDMSIONSpanis 'BL:ock TRACT__LOT BLDG UNIT 1. �l7 0CCGt�eac, Section 26 Township 36s, Range 40B 2. GENERAL DESCRIPTION OF IMPROVEMENT: sing]e family residence 3. OWNER INFORMATION:,a. Name wv_ � n___A _ ii I d i r,9 f'orporation b.Address 8000 S. US1, Suite 402, PPL, FL 34952 c. interest in property d. Name and address of Fee simple titleholder (if other than owner 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US7, Suite 402, PSL, EL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: _ 7. Persons within the State of Florida designated by Owner upon whc m notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 8. In addition to himself or herself, Owner designates the following tI 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 �l year from the dale of recording unless a different date is specified) ,'20_ Signature of OwnerUr Owner's Authorized OfLcer/Director/Pariner✓Manager Slate of Florida County of RY _ L11rie The foregoing instrument was acknowledged before me this By Matthew Lyle Wynne as (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) (Printed Name of Notary Public) (Signal.,, of Under penalties of perjury, 1 declare that I have read the foregoing belief (section 92.525, Florida Statutes). _ Sienature(s) of Ow,4.r Owner(s)' Authorizes By: R— 0e1=�007(Rumd�ii.1) Matthew Lyle Wynne Vice -President Print Name and Provide Signatory's Title/Office of 20/3 . it of authority... e.g. Owner, officer, trustee, attorney in (act) nally Known., produced the following type of ID: DONOTM AM BWA Mr comm. Ea/l Oct !, 2t1N t. d` Cotmnlsa tt4FF01SM Public) i jr': 1 i `••' 8nndrd Thf0L* N1tMV N0WP AIM• d that the facts in it are true to the best o(my know edge and r/Director/Partner/Manager who signed above: STATE OF FLORIDA ST. LUCIE COUNTY TEAR IC Tf) rC OT IrV TU AT Y. IP IP s Date: J • Termite Inspection Jesus Christ is �t,ra j772-323-7.921 • Termite Pretreatment EVICT -A -Bing fax 112-342-5990' • Pest Control Termite ' &_Pest Email Evictabug@gmail.com • Rodent Service control • Fire Ant Lawn Service Inc. 2373 SW Woodridge St. • Licensed & Insured Lic. JB175775 Port St. Lucie FL. 34953 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC)104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE rA" �� ~� TIME Q DEVELOPMENT NAME (PROJECT) -7CONTRACTOR' NAME �Y' I� l CONTACT PERSON R / IC'�/ �Ct t"'`"iOmtfa� +i{'�/ 0,v�^-a dc�C .o { @ STRUCTURE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP C DE r,, COUNTY NOTES l(J (Q'tt\t9.a G� k^0! TREATMENT'TYPEIAREA ElFLOATING ❑ MONOLITHIC ATIO ❑ GARAGE O,9RIVEWAY ❑ STEM WALL ❑ ADDITION CUTOUTS FOOTER ❑ ❑ J 6 FRONT ENTRY ❑ RETREAT i❑ BORA CARE TREATMENT ❑ PLUMBING CUTOUTS El TAMP & TREAT M TREAT ONLY 'VINAL ❑POOL DECK ❑OTHER PRODUCTS �� t�IFENTHRIN ❑ TERMIDOR TC BASELINE El 2LACTIVE INGREDIENT ,,.❑,OTHER ❑ BORACARE - _ - ACTIVE INGREDIENT ❑' DISODIUM OCTABORATE'TETRAHYDRATE CONCENTRATION �hl p6% ❑ .12% ❑ .25% + ❑ .05% ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED { SQUARE FOOTAGE LINEAR FOOTAGE® SQUARE FOOTAGE VERIFIED YES ❑ NO �f' IEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET 'NIjrjES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the preventionof subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER ff QTHER ,* %k)k 12P0,0( � 5 Payment Terms: Payment due at time of service. t 1r RECEIVED 31• N 2 7 2014 Date Applicator: (Evict A QTermite apd'.Pest Control, Inc.) Date Customer (Property Owner or Agent) 01/24/2014 18:17 7728787Fr WYNNE BUILDING CL' P PAGE 04/04 Professional Insulatolrs of South Florida FTC Insulation Installation Certificate To: St, Lucie Count .Date: January 17 2014 Re: Lot/Block; Address: 30 Mediteriranean North Project: The undersigned bereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer;Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 IRkAd Rnard (Exterior (frame walls) have been insulated with; Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: HAlkinduum Rock Wool Blankets Density: Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 1.0.375" Ifiberglass MBlankets Manufacturer: Knauf bock Wool Blankets Density: K Fiberglass flown R-Value: R-30 Cellulose Loose kill Ceilings have been insulated with; 7C Fiberglass Blankets Thickness in inches: 9.5" Fiberglass Loose Fi] Manufacturer: Knauf Rock Wool Density: Fiberglass Blown P.-Value: R 30 Cellulose Loose Fill 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer- Polyurethane ty: Spray -ova Cellulose R-Va Value: Other 4. Garage partition walls of A/C living area have been insulated with: iRock Wool Blankets Thickness in inches: 3.5" X biberglass Blankets Manufacturer: Knauf Spray -on Cellulose Density: Polyurethane R-Value: R-11 Othe ..•�"'�R•., 5. The following have been insulated; s •.• .�, to t** 401 ... V4i RECEIVED JO 2 7 2014 SLG.13p`�00GJ�. T CR1CX f 5,5513190. Plant:' Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave.Job: Return Plant: q Customer Code: Customer Name: Customer Job Number: Order Code / Date: 3d �266. > 5 FCC: DNE.Y' HALL.' S' COMCRETE CONST 181 0912511; ProiecI- Code: Project Name ; -Project P.O: Number. ', ' Order P.O. Number. `A10 a(' rqP .�, L�I�iE f HALL- { ALL l C�F2N. tJE4� Ai. C QII'f�9E�t 4tERL'AI__ R47LF�IE',! Ticket Date: Delivery Address: Map Page: MaplRow/Column: { 9/25 f 13 3o MEDITITERANEAN ;NORTH ;. Delivery Instructions; � � - ,Dispatcher: S�'AINZ61.4 L A.ES 43 F tJc � . SMWz I 1 iamSO'n i Ticket Number., 32796074 n Job: Slump: Truck Number: Driver Number: Driver Name: End Use: E � r T o 57 5`. {_.0 100253 ' 2 l o9505 GEORGE MES I AS L.IqDSCP .- DRIEV wi AD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT' TITY QUANTITY QUANTITY ! 4 �'EG 3(7) a cw1 1.{.i��rt.�F��. !�'1it1{f a �u I. { I''..t �a., {:i{„i ` 1. {j{rti Vptl`,. i �' a 1 MONO i=` r '. R 7.tLe,BAG SEP 25 Aw 7: yytt 15, ` I { 1247818 .FL)EL f?.URCHARGE 00 � 1202749 'ENVIRONMENTAL CHARGE � " �ck # / Auth Cc Check l Charge Comments: Signature of Driver Receiving Cash: Cash Received: ID Order Amount to Collect Standby Charges: WATER ADDED: GAL YARDS IN DRUM: /A, RECEIVED SEP 2 % 1013 WHEN ADDED. SIGNATURE-' CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE' ❑ LOAD WAS TESTED BY: Notice: Our drivers will mak'�-- �r� A �,, " . tery effort to place materials where the custbrrier designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on Job„ concrete strength Company assumes no respon 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 ane is 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 Comps ill not accept any responsibility for the finished results. No credit for 'safety'liandling information, and to the material safety data sheets for additional information. returned concrete. Buyers excehs and claims shall'be deemed waived unless made to us In writing AUTHORIZED SIGNATURE: within one business day after the it of materiels. O 66UNIVERSAL PFiEV TRK o 1002 .:.�2.1.5 tj; LOAD I~1LlM o ;:;•INVOICE This Delivery Ticket .incorporates her reference Buyer's previously executedWedit Application, if any; Seller's Standa NI 'Perms and Conditions, Seller's Quotati n. if any, and Seller's Order Confirmation (including limitations'of warranties), as if..ful set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms an nditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as liated'dnd,further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH -Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite,`granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye 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, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexti.sa.com. Este ticket de entrega incluye Como referencia al cornprador ,(ya previamente ejecutada en su aplicacion de credito); cualgi' termino estandar, condiciones del vendedor, propuestas del vendedor y orden de con fm iration del vendedor (con limitactonf garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones d l.ados-en caso de asf ser .requeridos. Con este documento, el. comprador acepta los mismos ya antes mencionados y que las cantiV y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; al menos que se fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VO -Los productos de agregados son materiales naturales como piedra caliza, d.olomita, granito, coca volcanica, arena, grava -materiales -silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azu azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, data, grranito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cuede contener mA de 0.025% de silicio crystalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en pidjon o e reaccion.es alergieas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en Jos ojos t rules la.7ona respiratoria. Polvo del. m.anejo en el tritu.ramiento, pulido, torte y/o perforation puede contene,� silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridosntenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden conten�nOniaco. La humedad -puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toseritacion o Segutidad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo.en l.a sall,epende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a pie]. Use guantes, proteccion erg ojos y ropa adecuada. ara roteccion. Lavese las .menos con abon suave y agua des ues del mane o de materia'Evite .inhalar Primeros p P J' S` b p j auxilios: polvos. Si se expone a polvos mas de Jos limites recomendados, use .proteccion respiratoria. Primeros auxilios: En caso de contacto en Jos ojos, inmediatamente fluya agua en la parte afectador 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, l�os a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. I CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado' Houston., Texas 77024 02/12 Para mas information visita www cemexusa tom. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:L?r)G-0005 JOB ADDRESS: 3b Mek6reA , RU /V P5L -aHg5X BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: f ,ji'CJ & R � -cAlt, t -(Von PEST CONTROL LICENSE #: _M,2 51 z 5 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: t °�_ a Percentage of solution: - 0 /o Date of Treatment: 0-a0-l3 Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: 5e Total gallons used: 100 Time of Treatment: LD %el 5 Slab —ist Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection �4 Ai, - Si ature of xterminator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. 4 06/20/2013 09:21 77246217aP- ow Planning & Davelopment Servicoa Building & Code Regulation Division 23011 Virginia Avenue Fort Pierce, FL 34982 Phone: (T12)462.1553 Fax: (772)462-1578 5T LUC1E COUNTY PAGE 01/02 Payment Slip Online address: http:Awww.stlucieco.org/planninglpdrmitting.him Quick finks: Permit Status Lpokup Online Building Inspection System Daily Inspector Schedule THIS IS NOT A RECEIPT Permit Date: 20 June, 2013 Permit Number. SLC- 1306-0065 Building Residential ($FR) Contacts; Contractor Matthew Wynne (772) 878-5513 Fax (772)878-0224 Property Owner Wynne Bldg Corp (772) 87&5513 Fax Job Address; 30 MEIATERRANEAN NORTH Fee Description: Amount Due: Permi685 06-Permit Fee - Residential & Commercial - New & Additions $1,451.00 BIMS651 06-SIMS $5.00 SPSurg50 06-BP Surcharge - Permi685 - Res and Commercial -New & $21.77 Additions BPTru1009 06-BP Trust Surcharge - Permi685 - Res & Comm - New $21.77 & Additions Total unpaid Fees: $1,499.54 To check the status of your permit, day or night, use our on-line progam: http://Www.stlilcieco.org/planning/perimittinq,htim Copy and paste this in your internet browser and add it to your favorites. 1 6/20/2013 9-17:00 AM 'F 4 06/20/2013 09:21 7724621jaQ. Planning & Development 9grvfcee Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phane:(772)4$2.2172 FMV721462.6443 ST LUME COUNTY PAGE 02102 REVIEW COMMENTS PROPERTY ffibEaRAw noM Address: 30 Mediterranean North owner(s): City 1 state I Zip: Porl, St Lucie, FI 34952 Wynne Bldg Corp Parcel #: 3414-501-1' 01-000/9 Jurisdiction: St l ucle County Zoning: RMI'4-5 Lot#: Block: 1 APPLICA TJONAM70RAIATION Permit Number: 1306-0065. Stories: Permit Type: Building Residential (6FR) CO111T7?ACTOP INFOWA770M Contractor Name: Matthew Wynne Business Name: Wynne Development Carp Business Addr: 8000 5 US Suite 402. City I state I Zip: Port St Lucie, FI 34952 REVIEWS AND COMMElvTS -P-XLO r oq status Rcxlewed By I30cument3 Missing Pending Deanna Givens 6r712013 Comment: RECORDED NQTICE Or: COMMENCEMENT Front Counter Review Complete Deanna Givens COnlrnnnt: To be reviewed by Plans Examiner Complete Ken Arnold Cumnlunt; Zoning Review Complete Lydia Galbraith Comment' Automatic Sprinkler System? No Fax Number: 772-878-7656 Email: Dots Stated bate Cem fr{etad naa-aleauw 6/4121113 6/412013 61412013 6/4/2013 6120/2013 612012013 81712013 61712013 A1712013 5579 -MEX Plan Oil, Loading: 'To"Jo Arrive 4, IS Customer Code: Customer Name:. Customer Job Number., Order Code 1 Date: �."',,," Pro)ect Code.' Pro eqtName-Number OAr,O'Number.:,,� a - 4--46ti�. DM Y., i4f-I'LL-: rq(g'. L Ticket Data..7 NO P, :k Delivery Address: MapPage:, Map/Row/Column. �.8 Dispatcher, rxcl Ticket Number: n 3 29 2 4 2- 4- Due On Job: Slump: Truck Number. Driver Number: Driver Name: End Use: C 14)(X-7!53,:21 DAVE STEMS, AJJDF3CP,. DRIVEU] AD LO7, QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOU UNIT'PRICE AMOUNT 33 n REL V r. U [7 '7:31 7 P- f -L 173URC-1,41AR135E I R(3Nt4CNTi:4L CH RID 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: ?,,EN ADDED. RECEIVED Ym 15 2014 SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST:, SIGNATURE C) LOAD WASTESTEDBY: 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: Pr6duct may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information, returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in.writing AUTHORIZED SIGNATURE: within one business ss day after the receipt of materials. 68UNIVERSAL PREV Tr,%[,"- CUSTOMER LbAD NUM . 1 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's ,Standard Terms and Conditions, Seller's Quotati. T any, and Seller's Order Confirmation (i ' ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre it"). Seller will provide the Standard Teri ad 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% 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 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, 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 referenc.ia al. comprador (ya previamente ejecutada en su ap.licaci.6n. de credito); cualquier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confinnaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("-Contrato"). El vendedor pfoveerd los terminus estandares y condiciones detal- lados en caso de asi ser requeridos. Con este docum.ento,'el comprador acepta los mismosya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; al menos que se identi- fique con una nota al fiente 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, granito, coca volcAnica, arena, Brava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) .la cual puede contener m6s de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas 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 per..foraci6n puede contener yateriales 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 aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. L,a inhalaci.6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pul.mones. Acudir .inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto p.rolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Ldvese ]as .mans 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 protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la pane afectada por 15 minutos. Si se inhala polvo, expongase 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, Memorial Hermann Tower 929 Gessner, Suite 1.900 V7 combinado Houston, Texas 77024 02/12 Para mAs informaci6n visita www.cemexusa.com. I r a Plant: Begin Loatling: To Job:' Arrive Job: Start„Uliioati; Filalsh Unloatl: Leave`Job: Return Plant: •'Customer Code: Customer Name: Customer Job Number: Order Code I Date: t _ _ �'i''�t - a{ a m 'i' � = 9 c'k .� NC �'E, : ON'S21 Pro `a ' Pr'o'ec Code. = ct e _ • _ _ P. mber� c ; Ordet P.O. t ect O:�tu Mr tuber; v " i ��E Map 'Page:� Map lRowl ­Dt1(25G DliJe1 ddress N-Vm"I, L -��`��RK1_1 NTicket,e eolGmlii:���xY iverytntrtictions. rd Ti�,�°a Dispatcher.�� _r �, AR „ tip ��`ii E .... r {�? � wS; �' , " „ '� Ticket Number: qz Due On Jobs Slump: Truck Number. Driver Number: Driver Name: r End Use: a r_..::.:. a, : a .-,,-..arc•-•p—r•. d' ^4•.•.t1 1 R1 t-n' r,"Mf'1 i 41t. P1,lii7�:, 2?► !•1Fi. LOAD QUANTITY CUMULATIVE QUANTITY ORDERED' QUANTITY MATERIAL CODE r PRODUCTION. DESCRIPTION UOM UNIT PRICE AMOUNT {l 8 { {'k. 3d.k> t1)f? ftw? ad«q{adj F7Rf✓r:trANT a 0 T10,Pm 1*57 10 04'_r 2147718 FUEL' SURCHARGE'. , 00 87��,!9 ENVIRONMENTAL CHARGE Cash Check # / Auth Code: Signature of Driver.Receiving Cash: Cash Received: Total COD Order Amountto:Collect Without Standby Charges: Check Charge . . Comments: WATER ADDED: GAL_ YARDS'IN DRUM: WHEN ADDED. RECEIVED OCT 11 'Jili CURB LINE CROSSED AT OWNER'SIAGENT'S REQUEST: ' SIGNATURE ❑ 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 delive'q 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 writingAUTHORIZED SIGNATURE`. within one business day after the receipt of materials. O 68UNIVERSAL PRE V TRK a; INVOICE LOAD NUM < I i t I.LLJ L it .,> .. vl 11]Uo wdl 5 llu,[C.In Uy re1VfV1n.w .y 0 1 — _ . — _-,, <.,tWlt H pacauolr, it any, oeller-s-NLanaarci Terms and Conditions, Seller's Quotati F any, and Seller's Order C otalfirmation (i ding limitations of warraV#iesras if fully set forth oil this Delivery Ticket ("Agree_,_-_lt" ). Seller will provide the Standard Ten id 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; send, 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 eves 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, 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 apiicaci6n de credito); cualquier termino estdndar.-, 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 t6rminos 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 contaato; 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, Brava y otros materiales sil.icios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azutejo de azotea y estuco: Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolommita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash.) .la cual puede contener mas de 0.025% de silieio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en pie[ 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 tritu.ramiento, pulido, carte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer s.i son inhalados. En caso de ser .ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n, del amoniaco puede causar toser, irritaci6n o Seguridad: quemaduras en la nariz, garganta y putmones. Acudir .inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Ev.ite el contacto con ojos y contacto prolongado con la pier. Use guantes, protecc.i6n en los Ojos y ropa Primeros adecuada para. protecci6n. Lavese ]as manos con jab6n suave v.agua despues. del maug.jo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use prote-cei6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya aqua en .la parte afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si of cemento fresco tiene contacto con sus ojos, ldvelos a fondo 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.cemexusa..corn. 2 i FIELD DENSITY TEST REPORT( l'tA%t t � 36 � - 0 c � BUNKELBERGER \ engineering & testing, inc. Report Number: HB091011.0002 alrerraccncompmy Service Date: 09/16/13 607 NW Commodity Cove Report Date: 09/18/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Project Wynne Building Corporation Spanish Lakes -Phase I Attn: Matthew Wynne 8000 S US Highway 1 8000 South US 1, #402 Port St. Lucie, FL Port St Lucie, FL 34953 Material Information Mat. Proctor No. Ref. No. Classification and Description 1 HB091011.0001 Brown fine SAND, trace shell fragments Field Test Data Test No. Test Location Project Number: HB091011 Lab Test Data Project Requirements Optimum Water Max.. Lab Water Minimum Laboratory Content Density Content Compaction Test Method (%) (pcf) (%) (%) ASTM D 1557 12.0 107.0 N/A 95 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf), (PC) (%) (PC,) (%) 30 Mediteraninan Blvd. North, Structural Fill 1 Front of House Pad 12 1 0-12 115.5 11.8 11.4 103.7 97 2 Center of House Pad 12 1 0-12 116.3 11.4 10.9 104.9 98 3 Rear of House Pad 12 1 0-12 115.4 1-1.4 11.0 104.0 97 Datum: Inches below top of subgrade Serial No: 34488 Std. Cut. M:710 Std. Cnt. D: 2267 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Michael Cohen Reported To: B. w/Wynne Building Contractor: Wynne Building Report Distribution: (1) Wynne Building Corporation, Matthew Wynn( (2) Wynne Building Corporation Reviewed By: Craig E. Dunkelberger E. FL Registration No. 32 RECEIVED SFP 19 """ Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except.in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cRoo07, a-n-12, Rev.5 Page I of I 2600INTERNATIONAL RU IDENTIAT, EODE Ualuatlon 3�• E DWEEE ✓ � FOR ONEF AND T�VO FAIYiILY Fe`e lI E PLA{N R 0RD z l ,{. � t r•C #C�" r r Y #i ..? . y � b .e r a ♦� 4 u- i JURIS01CTION 4 4 > ..g -..±r Thy i..i p1. P 5 .} `%?'G gEl Y U h` - 'Ta OGt[ YY Sll��,l etri }S �yyvF rY' L a G !�-l!„ -'..z � `BU>ILpING LOCATIOI�Ir tat x .�k K , s �j�Y �� .'r+ A"'� S 2 5 to .J >+.�• l -. V i . ja i "t .�'J ., .�„ ss)� > z BU(LD(NGDESCR�RTIONT �I # �mm " Y L �4a4 �f'k t •'§i}+IR.7+5 r rS 1 ifh 3' 3^iS`1w p 5T'.3� 4+ Y 34 M3x4FY+i yam^ V g 'S� y'�v �.i k', C '...-`jv �fil 7z .f+{ .W J- '"1.... rr +�.. 4 _. ':e t!� i':x" -Sy P y�yy4 Fi* T�{` 1 fiN s �. _. fi 5 , c� - Y -:? �� L � .� S �4 .se'>£ �A+wF'f.Ry}K„�r ttY{� Zvr• e"�y,S .� .�}�. 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St..:rr 5>•n M S-v u �'' _-..�fit.`,iT��e{ -g,++ {FY..- 4a u re r Mor t. , f o 1i tl ', "o c �tai�e� iCr An i Mks I - und.�rw��o s uc a ac I M MIT oc c�iiSt io fam ny'd elUngs and 3 -wcei° e• '' lJ�sRI �'�c rsrr ct$bieti o ly �y t� os'e5 rjR osis Fi�I :era s t01�VQ tlS`eS O t1 Yd I G CI}. .. ., Ig h 'l?W119 CORRECTION LIST Code No. DESCRIPTION Section { 5 � r ��� • o • o o • . • • - o • • • • o o • . ISBN978 - 1 -58001 - 9 5 1 - 4 ..- • - . •.- . -. - -. •. . .;� '� ���� •- o • ..• .. 'III`` IIIIIIII IIIIIII'IIII 9II781580II019514II h. INTERNATIONAL e e ® � _ 06/10 CORRECTION LIST Code No. DESCRIPTION Section -2- 1 � NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] � Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf ✓ Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf Ground snow load psf Basic wind speed Wind exposure category (R301.2.1.4) High wind design criteria appli (R301.2.1.1) _ YYPV Seismic design category (SDC) [Figure R301.2(2)] tj A SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area Winter design temperature r Ice barrier underlayment required Flood hazards FIRE-RESISTANT CONSTRUCTION (R302) c/ Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) '/Continuity and structural independence (13302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) mph RnnM PLANNING REQUIREMENTS (R303 through R305) ✓ . Dwelling/garage opening/penetration protec- tion (R302.5) ✓ Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (13302.9.3, R302.9.4) Insulation (R302.10) Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) L' Fireblocking (R302.11) �✓ Draftstopping (R302.12) ✓ Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural'' light Natural ventilation` Living 120 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink V Sanitary sewer (Chapter 30) --� Private disposal (Appendix /) GLAZING (R308) Identification (R308.1) ---� Louvered windows or jalousies (R308.2) i Human impact loads/hazardous locations (R308.3, R308.4) _�(WSkylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) /v /Q Carport: open two sides; noncombustible / floors; sloped floor (R309.2) ✓ Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) ✓✓✓✓ Areas, height, width, operations (R310.1.1 - fife R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS OF EGRESS (R311) General (R311.1) Egress door (R311.2) Landings at exterior doors (R311.3 - R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 ` - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) #f4---Stairway landings and walking surfaces (R311.7.5, R311.7. 6) /V Handrails required (R311.7.7) NHandrail height, continuity, grip -size / a� (R311.7.7.1 - R311.7.7.3) A f-1 Stairway�illumination (R303.6, R311.7.8) Special stairways (R311.7.9) ` Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) l Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) WAL Townhouses (R313.1) One- and two-family dwellings (R313.2) SMOKELARMS (R314) V/ Referenced standards (R314.1, R314.2) Location and interconnection (R314.3) ✓/ Power source (R314.4) CARBOIjI-MONOXIDE ALARMS (R315) New construction (R315.1) reExisting construction (R315.2) Referenced standard (R315.3) FOA_ PLASTIC (R302.8, R316) +IAV'111 Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317and R318) t//Protection required (Table R301.2(1), R317.1, �/��Ouality 318.1) mark (R317.2 and R318.1.1) SITE }DURESS (R319) I Address numbers (R319.1) ACgE SIBILITY (R320) If�J Type B dwelling units applicable (R320.1) ELEV TORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, �/eDesign 309.3, R322.2, R322.3) professional (R322.3.6) 1. STO HELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Ch /pter 4) MAT IALS (R402) 0 Concrete foundation walls (R404.1.2) ' Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - Concrete, compressive strength (R402.2) LeR404.1.2(8), R404.1.5.2J FOOTI S (R403) Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) R404.1.2(8), Soil bearing value (R401.4, R403.1) R404.1.2.2, R404.1.2.3.7] noting width (see page 5) Stay -in -place forms (R404.1.2.3.6.1) Footingedge thickness = 6"minimum; footing SDC C and D provisions (R404.1.2.4, g R404.1.4) projection = 2" minimum, but <_ footing / thickness (R403.1.1) Height above finished grade (R404.1.6) Footings in SDC C or D (R403.1.2, R403.1.3 Sill plate size (R404.3) and R403.1.6.1) DPrecast concrete foundation walls (R404.5) Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- Drains required if habitable or usable spaces ected footings.(R403.1.4, R403.1.4.1 and are below grade* (R405) R403.1.4.2) AA t� N Soil class (Table R405.1) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 Dampproofing if basements are below grade olt diameters from corner, 7 embedment (R406.1) *OFootings (R403.1.6) Waterproofing if high water table* (R406.2) botings adjacent to slopes (R403.1.7)If uninhabitable, see Under -Floor Space (R408) rost protected shallow foundations (R403.3) COLUMN (R407) for precast concrete foundation (R403.4) Protection from decay or corrosion (R407.1 and R4074 FOUNDATION WALLS (R404 - R406) Structural requirements (R407.3) Masonry foundation walls (R404.1.1) Anchorage (R407.3) Wall height, unbalanced backfill, nominal Wood columns (minimum 4" square) (R407.3) thickness (Tables R404.1.1(1) - — z R404.1.1(4), R404.1.5.1] Steel columns minimum 3" diameter, Sched- w j ule 40 pipe) ((R407.3) Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] TABLE R403.1 MINIMUM YYIV I ,- LOAD -BEARING VALUE OF SOIL sf ��1�,50O 2,000 3,000 >_ 4,000 Conventional li ht—frame construction I -story 12 12 12 12 2-sto 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12. 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or ny grouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) �� Access (R408.4) FLOORS (Chapter 5) WOO JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) trusses (R502.11) Draftstopping (R502.12) LUMPIER FLOOR SHEATHING (R503.1) X Allowable span (Table R503.1) End joints (R503.1.1) WOO STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) —A Thickness (R503.2.1) Allowable spans [Tables R503.2.1.1(1) and hR503.2.1.1(2)] Installation [Table 602.3(1)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PAR CLEBOARD UNDERLAYMENT (R503.3) IV R Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] THE ED-WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/a' gravel or'/2" crushed stone (R504.2.1) I�' 1 Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEELfF,LOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRE FLOORS (ON GROUND) (R506) Thickness: 3'/2' minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) se course: 4" graded with 2" maximum aggregate (R506.2.2) �apor retarder (R506.2.3) Reinforcement support (R506.2.4) r-� i WALL CONSTRUCTION (Chapter 6) GENERA (R601) esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) INSTRUCTION (R602) Construction ]Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" 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) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [fable R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R60110.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12)' STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) K! Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHE Q HING (R604 and R605) NWood structural panels (R604) A) Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) General design (R606) L,` S C C and D (R606.12) Unit masonry (R607) —46 Multiple wythe masonry (R608) ✓ Grouted masonry (R609) --AGlass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Dktay-in-place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIO WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CON TRUCTION (R613) 111 Applicability (R613.2) Materials (R613.3) IV Wall panels, construction details (R613.4 - NR613.10) -7- WALL COVERING (Chapter 7) INTE I R WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) IGypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) �/ eramic tile (R702.4) t✓ Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) j Wood siding (R703.3) N / J Attachment and minimum thickness I— (Table R703.4) v Wood shakes and shingles (R703.5) Exterior plaster (R703.6) ::W�Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum ( bearing each end (R703.7.3) N Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) �;,,F✓ lashing (R703.7.5 and R703.8) '� Exterior insulation and finish systems (R703.9) fiber cement siding (R703.10) . _tu� ­ 0evinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design .(R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) V, Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) ✓/ Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) �rC (Figure R802.5.1, R802.5.1) 'u Bearing (R802.6) _ f Cutting and notching (R802.7) N Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) —�Wood trusses (R802.10) , // Roof tie -down (R802.11) CEILING OISTS [Tables R802.4(1), R802.4(2)] ithout attic storage, LL = 10psf With attic storage LL = 20psf Spacing ,�pecies ade � Span Size RAFT RS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing XS ecies Grade /Size pan YHc/HR; Adjustment factor ROOFS EATHING (R803.2) ��rade Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) IQ ROOF -CEILING CONSTRUCTION (cont'd.) STEE ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) "Corrosion protection (R804.2.3) Fastening (R804.2.4) hoof construction (R804.3) Roof tie -down (R804.3.9) ROOF VENTILATION (R806) Ventilation requirements (R806.1 - R806.4) ATTIC ACCESS (R807) Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF C ASSIFICATION (R902) Slate and slate -type shingles (R905.6) IV Roof covering materials (R902.1) Wood shingles (R905.7) f A WEATHEF PROTECTION (R903) ashing (R903.2) C1aping (R903.3) of drainage (R903.4) Hail exposure (R903.5) -MATERIA (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIR ENTS FOR ROOF COVERINGS (R905) . sphalt shingles (R905.2) lay and concrete the (R905.3) Metal roof shingles (R905.4) 'Mineral -surfaced roll roofing (R905.5) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) 11 Liquid -applied coatings (R905.15) RO INSULATION (R906) General (R906.1) RERp{O�FING (R907) l Materials and methods (R907.1) Structural support (R907.2) XWRecover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MAS �NRRY FIREPLACES (R1001) `� Construction (Figure R1001.1 and Table- R1001.1) _i_eSDC D reinforcinglanchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (RI 001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Ak Fireblocking (R1001.12) MAS NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, N R1003.3, and Figure R1001.1) Corbeling (R1003.5) U CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) —" Chimney crickets (R1003.20) Spark arrestors (RI 003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) FACTORY -BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) A Installation (R1004.2) FACT RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTJEFIOR AIR SUPPLY (R1006) —9&Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment /(N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) VAppliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) /Duct systems (Chapter 16) ✓ Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) . Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) U Special fuel -burning equipment (Chapter 19) 'ff N Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) d�► Solar systems (Chapter 23) �1 Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) r- A— Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) '�_F�J__ Misc appliances (G2423, G2425, G2430 - Valves, controls, connections (G2420, G2421 G2453) and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth LZ (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) 4---Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Amr-sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.'1, �, r /� P2904.4.2) IV �( Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) v Drain, waste and vent pipe sizing and riser ( diagram (P3004, P3005, Chapter 31) r" Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) V/Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 334-43) t / v y Penetrations of fire -resistance rated assem- blies (E3402.2) Listed and labeled materials (E3403) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) V System grounding (E3607) Required branch circuits (E3703) VFeeder requirements and load calculations (E3704) Wiring methods (Chapter 38) Required lighting and receptacle outlets . / (E3901, E3903) y Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) �/ Appliance installation (Chapter 41) !" F--swimming pools (Chapter 42) PT Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified _0A::_ -11- RADON CONTROL MEASURES (Appendix F) provisions adopted (R102.5)/Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) N'fit Provisions adopted (R102.5) ," Compliance with Appendix G verified PATIO COVERS (Appendix H) N Provisions adopted (R102.5) 'v Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) N Provisions adopted (R102.5) 428CCompliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) N Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) 04, Compliance with Appendix M verified -12- E St. Lucie County Building -& Zoning 2300 Virginia Ave F�oR�p" Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC RC29027087. Gas PERMIT I ISSUE DATE - NUMBER: NUMBER: oo b15 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: cQd q." State of Florida Certification Number (If applicable): (�R dc) C) 94 r 6— S - - G J E le C61^c , zac , have agreed to be the (Company Name/Individual Name) e le c f ri ca 1 sub -contractor for 0V1 v D v? co(p, (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property 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) ORIGI.'AL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: -S 4 i ) C5 I Address: _LLD 1 OJ • C tp ejay-I' k ocid City/State/Zip: E4- 2 Ir ce ., 1- !-. -3 Phone: "? -7a. %4/- to A�4 6 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR10P - BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 82 As State of Florida Certification Number (if applicable): CAC 0 2 4 3 7 9 C'nmfnri- Control of St Lucie County, Inc.;Y;have agreed to be the (Company Name/Individual Name) air conditioning sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at _ j; O �Z�s (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) GINAL SIGNATURES ARE REQUIRED Barry Zimmerman S�a�`� PRINT NAME DATE Business a�1 Comfort Control of St, Lucie County, Inc. Address: 1 c;nl Tti 1 i-mnrP Ri resat City/State/Zip: Port St _ T, i .i P, FT._ '34983 Phone: (7 7 2) 7 8 5 — 9 01 fl email: OFFICE USE ONLY: PERMIT # ISSUE DATE COUNTY IF L 0 R I D A PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 _ Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at S, `►��' \�,\ (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Wade Case SIGNATURE PRINT NAME Business Name: Address: City/State/Zip: Phone: Lindquist Plumbing & Supply co Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 DATE 461-1969 email: lindquistplumbing@ymail.com nuuTr-u TTQV f1NT.V- Vl'1'1%-1:J Vv•� PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS �. BUILDING & ZONING DEPARTMENT ' .F�ORI�P•_ BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 TrPA G>>re east Rnnf i n7 , r,r,C have agreed to be the (Company Name/Individual Name) Roofing sub -contractor for Wynne Development Corp. (Type of Trade) 2 (Primary Contractor) for the project located at " �� \�•lJ�'� \ (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) ORIGINI AL SIGNATURES ARE REQUIRED _J}ri an Mal nney SIGNA PRINT NAME DATE Business Name: Address: City/State/Zip: .Phone: Treasure Coast Roofing, LLC 1 81 6 SW RiItmnrP St Port St.*Lucie, FL. 34984 772) 343-8308 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:-;� kxl,-,<� VNQ, Part of 3414-501-1701-000/9- Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) .for which I have applied to St. Lucie County for a Final Development Permit. In accepti.rig this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immed Matthew Lyle Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS DAY OF 1"!4 Y , 20 � ? ,By -Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED Q,JO"- 191v� xLw SIGNATURE OF OTARY NOTARY PUBLIC TITLE IDENTIFICATION. 9o-74L/ AlyA) #64sl is TYPE OR PRINT NAME OF NOTARY (SCA L) COMMISSION NUMBER �0,;'�'9'n'�s,� DOROTHY ANN BASKIN 'ems Notary Public - State of Florida • My Comm. Expires Oct 2, 2016 ,'•%;Focc��;�'` ••• Commission #r FF 015226 Bonded Through National Notary Assn. RES'IDE.INaCI.ALICO M MER CIAL BUILDING .PERMIT CHECKLIST Site .location ............. ...._..... Permit Number: __.._.....__.._..__.._...__.__ i Technician: -- .- ---- �• �- (general: Application completely filled out with notarized signatures Sub Summary List with contractors' names and county & state certification numbers Sub Agreements with original signatures Owner Builder Affidavit Owner Builder Electric Affidavit Filled Land Affidavit Geo or recorded warranty deed Recorded Notice of Commencement Utility Agreement or PaymPrit Receipt Vegetation Removal Permit Non Conforming Lot of Record Plans, Calculations & Attachments Q copies commerci Complete set of plans with engineer/architect raised seal Truss plans reviewed and approved by engineer/architect Landscaping and parking plan 3 Copies of approved site plans 2 Sealed surveys or plot plans with dimensions, finished floor elevation and setbacks Health Department approval stamped on survey and floor plan Health Department food establishment permit stamp on floor plan Manual J or Manual N calculations ,Signed Energy Calculations Sealed Wind Load Compliance Certification Product Review Affidavit Page 1 of 2 ' YesNo N/A Yes No N/A lUj Yes No � N/A Yes No N/A Yes No N/A / Yes 1J No N/A Yes No 0 N/A Yes. .J No n N/A Yes No N/A 17 T Yes rNo N/A Yes No N/A a1/2 residontial): es r_-j No N/A i 0I Yes l No � UJ YN/A Yes � No N/A Yes Ul � No 'N/A Yes No N/A C Yes No /N/A ri Yes Uj No 1-11'/ N/A Yes - No' N/A VU 01Ul Yes No N/A Yes r..J No n N/A Yes Ej No U N/A M RE S`.IDEN TIA(LIC'OIV MERCIAL BUILDING PE"IT CHECKLIST • v v vc_�� ..n �. �,... ..........------- __-- Site Location:_..-_.._...__._....-..._�........._._._._._. i .Permit Number: - --- --.. ----� Technician: -- -� Other: Health Department permit paperwork C Yes No N/A CD for Fire Department if commercial or multi -family r Yes � No N/A DEP, SFWMD or Army Corp of Engineers Yes F No N/A Pool Barrier Affidavit ' Yes 171 No N/A affidavit Yes Oj No N/A Ground sign landscape Burn rate for sign cabinets ri Yes 03 No N/A RV and Mobile Home Tie Down Only (2 copies): Tie -down diagram) No N/A Permit Worksheet ( �'am) Yes Manufacturer set-up and installation manual Yes ri No -J / N/A Manufacturer blocking diagrams Yes No N/A Signed penetrometer test (1 copy) ` � Yes No -' ! N/A Stair details 0Yes � No � N/A Mobile home inspection report for relocation Yes � No N/A Copy of Title for relocation 13 Yes 0 No N/A Class A approval from Growth Management 0 Yes ElNo � N/A Comments: Name: M_ INClear .,Form Page 2 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: M11323 - 62' Grand Carlton III with porch MiTek USA, Inc. Site Information: 6904 Parke East Blvd, Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: 62' GRAND CA476ALININ'PORCH Lot/Block: S isi Address: N/A ""'PY City: PORT ST LUCIE L t e: F 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: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 1 IT4386201 JA5 5/14/012 12 IT4386202 JA6 1 5/14/012 1 13 IT4386203 JA7 1 5/14/012 1 14 IT4386204 JAB 15/14/012 15 I T4386205 I A9 1 5/14/012 1 16 IT4386206 JA 1 5/14/012 1 17 I T4386207 I GRA 1 5/14/012 1 18 IT4386208 JGRB 15/14/012 J 19 I T4386209 J J2 1 5/14/012 1 110 I T4386210 I J4 15/14/012 1 11 I T4386211 I J6 1 5/14/012 1 112 I T4386212 1 J8 15/14/012 J 113 I T4386213 I KJ8 1 5/14/012 1 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. ``,,`BPS A►► q " T39 '3 0 STATE OF .' 44/ 10 -OAF • R 1 P CN %%%. FL Cert. 6634 May 14,2012 Model: M11: Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 AS SPECIAL 9 1 Job Reference o tional 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 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 1%- -4 17-0-0 20-4-8 26-4-0 34-0-0 5-0- 100 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 4.00 12 Scale = 1:59.7 5x8 = 13 12 3x6 7x12 = 2x3 II 2.00 12 i 10-64 204-8 26-4-0 34-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress [nor YES WB 0.59 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=1125/0-8-0 (min. 0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8). 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 244/190 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc 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 guide, 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, 9-10=-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=52ft; L=34ft; eave=6ft; Cat. II; 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. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 01�►1111111., % XN .� o� 393800 Mir Z :0.. ATE :�� Z. Al s`S1O N A1-����%% 1111111 FL Cert. 6634 May 14,2012 AWARNING - Verijy design parameters and READ NOTES ON 77IIS 6ND INCLUDED D9fTEKREFERENCE PAGE fr171-7473 BEFORE USE. f 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33010-4115 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101120112 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A6 SPECIAL 1 1 Job Reference o tional 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 09:54:13 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imMB PusHgDMO93McM LhB9pvzGdvu 1-0 8-11-11 16-0-0 18-0-0 20-48 25-11-15 34-0-0 5-0 -0-0 8-11-11 7-0-5 2-0-11 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 2.00 12 4x8 % 4x5 7x8 = 2x3 11 Scale = 1:61.7 0-6 5-0-0 6-0- 0-4-8 5-1 - 34-0-0 10-6-4 4-5-12 -0-0 4-4-8 5-7-7 8-0-1 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/fP12007 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 OTHERS 2x4 SP No.3 CSI DEFL in (loc) I/deft Ud TC 0.96 Vert(LL) 0.66 14 >604 360 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) PLATES GRIP MT20 244/190 Weight: 174 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied. 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=-5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=2292/1373, 7-8=2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=465/493, 5-14=-1570/2920, 5-13=-373/161,6-13=-188/550,8-12=-822/564, 8-11=0/309 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=52ft; 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) 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 Ito uplift atjoint 2 and 816 lb uplift at joint 9. 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 Cent. 6634 May 14,2012 A WARIYMG - VeHfjdesign parameters and READ M07ES ON THIS AND INCLUDED MI7EKREFEJ?=E PAGE MIF7473 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 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine ( SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Cadton III with parch M11323 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-iwY7grl6_KyOgB4imMBPusHijM0W3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 -0-0 5x6 Sx6 = Ann F7 Scale = 1:60.7 lu 9 3x6 7x12 = 2.00 12 2x3 11 i 10.6.4 14-0-0 20-4-8 25-11-15 34-0-0 10-04 1t.12 6-0-8 5-7-7 8-0-1 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 FBC2010ITP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 CSI DEFL in (loc) Udefl L/d TC 0.87 Vert(LL) 0.61 11 >651 360 BC 0.96 Vert(TL) -1.06 10-11 >376 240 WB 1.00 Horz(TL) 0.37 7 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) PLATES GRIP MT20 244/190 Weight: 164 lb 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./Maz. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-141212782, 9-1 0=-1 507/2803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405, 5-10=-172/456, 6-10=-727/480, 6-9=0/293 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=52ft; 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) 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 ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 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 FL Cert. 6634 May 14,2012 WARWNG - Verify design parameters and READ NO77?S ON 771I5 APID INCLUDED Mf7737f REFERENCE PAGE MU-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 responsiblllity, of the Welk'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/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 if Southern Pine (SP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPI9- Job Truss Truss Type Qty Ply 62' Grand Carton III with porch M11323 AS SPECIAL 1 1 Job Reference o Yonal 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 09:54:14 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-A66WtBmkle5FlLfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15.8-4 204 8 22-0-0 24 8-12 34-0-0 5-0- -0-0 8-8 4 3-3-12 3-8-4 4-8 4 1-7-8 2-B-12 9-3-4 0-0 Scale=1:60.7 4.00 12 5x6 = 3x4 = 4 14 5 2x3 II 5x10 615 7 7x12 = 3x4 = 2.00 12 10-6A 20A-8 2241-0 34-0-0 1n-S-4 g-10-d 1_7_A 19-n-n Plate Offsets KY):12:0-8-0.0-1-41,17:0-5-0.0-2-01.19:0-3-14.0-1-81.[12:0-6-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SYP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=-5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=2547/1492, 8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=-1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=-297/322, 7-11=-276/705, 8-11=-482/465 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=52ft; 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) 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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 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 ® WARHING - Vert,& design parameters and READ N07NS ON 7NIS AND INCLUDED MMK REFERENCE PAGE fffl-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. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPp) lumber is specified, the design values are those effective 001120112 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Cadton III with porch M11323 A9 HIP 1 1 Job Reference (optional) ibers 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 09:54:14 2012 Page 1 ID: — etC 1 cxC3ixVV?huts?ypJyuFUK-A66WtBmkle5FILfuK3ieQ3g13mg2onKWatxiLLzGdvt T1-0-q 6-7-15 f0-0-0 15-2-14 20-4-024-0-0 27-4-1 34-0-0 35-00 1-0-0' 6-7-15 3 4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-0-0 4x4 4.00 12 3x4 = 2x3 II 5x10 16 5 6 17 7 Scale = 1:58.7 exa — 14 12 -- 3x4 = 3x8 = 3x6 = 6x8 = 3x8 = 3x4 = Plate Offsets KY): I7:0-5-0 0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 156 lb FT = 0% LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD BOTCHORD REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4=882/468, 4-16=-801/463, 5-16=-801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797, 7-8=89/270, 8-9=312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=-244/271, 9-11=-139/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11=-1581383, 8-11=-424/384, 7-13=-818/443 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) 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=52ft; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ,A�,,�•�•� c•E N • "l—ATE � :4e A' FL Cert. 6634 May 14,2012 ® WARNING - Ver(ry design parmrieters and READ N0773S ON THIS AND INCLUDED B7/7EKREFERENCE PAGE MIf-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 responsblity 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. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 1f Southern Pine (SP or SPp) lumber is specified, the design values are those effective OSM112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 Job Re erence o tional 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 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUD0gX21VVCfgALelfuy9iKzgD71SbGTzGdvv 1-0 6-7-13 12A-13 17-0-0 21-7-3 27-43 34-0-0 5-0- -01 6-7-13 5-9-0 4-7-3 4-73 5-9-0 6-7-13 -0-) 4.00 12 4x4 = 19 Scale = 1:57.8 1� 0 3x6 17 � �" 15 ` 14 12 2x3 II 4x6 3x8 = 3x8 = 4x6 = 2x3 11 6-7-13 12-4-13 21-73 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets MY): f2:0-3-14,0-1-81. f10:0-3-14,0-1-81 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 0.55 BCLL 0.0 Rep Stress Incr YES WB 0.58 BCDL 10.0 Code FBC2010rrP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1210/0-8-0 (min. 0-1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2). 10=1355(LC 2) DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.3014-15 >999 360 MT20 244/190 Vert(TL) -0.73 14-15 >546 240 Horz(TL) 0.15 10 n/a n/a 3x6 C Weight: 163 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 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=-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 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=52ft; L=34ft; eave=6ft; Cat. II; 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. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-6=-44, 6-11=-44, 2-20=-20, 20-21=-50, 10-21=-20 Illlllllf/II I. 0 39380 • 0 ATE �'JIs`S1O 1111111 FL Cert. 6634 May 14,2012 W - Verify design parameters and READ NOTES ON 97IIS AND INCLUDED 1102KREFERENCE 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 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 ANSVTPl1 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 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 I Job Reference (optional) LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=43(F) 19=-43(F) rtY Ca 14 rnnr. —DU s Apr— La 14 ml I ex inausmes, Inc. man may 14 us:04nz zulz rage 2 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21 W CfgALelfuy9iKzgD71 SbGTzGdvv 0 39380 i Mir : :O. ATE •40 Innis FL Cert. 6634 May 14,2012 AWARAWG - Verify design pwwrteF.ers and READ N07W ON 77IIS AAW INCLUDED Mr7EKREFERENCB PAGE MI.7473 BEFORE USE Design valid for use only with Mifek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design 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/TP11 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 0610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 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 09:64:15 2012 Page 1 ID: etC1cxC3ixVV?huts?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18�-0 22-2-2 26-0-0 34-M 5-0- -0-0 8-0-0 3-1-1 5-10-15 1-0-0 3-8-2 3-9-14 8-0-0 -0-0 b 0 4.00 12 ( ) Top chord must be braced by end jacks, Scale=1:60.7 / roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 9 7x10 6 17 4 4x6 3 — 13 10 / 22 3x4 = 29 28 27 26 28 24 4x14= 3.6 I 3x6 = 6x8 = 3x6 = 6x8 = 6x8 = 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 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 NO BCDL 10.0 Code FBC2010/TPI2007 CSI DEFL in (loc) I/defl L/d TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(TL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30'Except* TOP CHORD 3-11,11-21: 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 atjoint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=1472(LC 8), 22=648(1_13 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13), 26=2882(LC 14), 22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10=-61611259, 10-12=-616/1259, 12-13=-616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18=-616/1259, 18-20=-2145/1219, 20-21=2145/1219, 21-22=-2236/1203, 6-9=-163/310, 9-11=154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 24-25=-373/630, 22-24=-1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=766/630, 5-26=-501/320, 13-26=91B/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=-36/367, 4-5=-562/478, 19-20=-345/311, 14-15=-509/387 PLATES GRIP MT20 244/190 Weight: 194 Ib FT = 0% Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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=52ft; 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) All plates are 2x3 MT20 unless otherwise indicated. 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 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 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. 9) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Cert. 6634 May 14,2012 a _ W - V.Vy design parmrreters and READ NOTES ON 771IS AND INCLUDED bUTEK REFERENCE PAGE MR-7473 BEFORE USE. f 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Welk' fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BC51 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 0610ff2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Cadton III with porch M11323 GRA HIP 1 1 Job Reference o tional Kun: t.J4V s t-eo Z4 Z01Z rnmc 1.35U S Apr 23 ZOIZ Mi I eK maustnes, Inc. Mon May 14 05:54:16 2012 Page 2 ID:_elC1 cxC3ixW?huls?ypJyu FUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 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 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(F) 24=555(1`) lb up at 26-0-0, and 967 lb down and 461 lb up FL Cert. 6634 May 14,2012 ® WARNING - Verffrj design parmrteters and READ N07ES ON 77IIS AND INCLUDED Mf7EKREFERENCE PAGE 161-74" BEFORE USE, Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design 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 responslbillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality 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 22374. Tampa, Parke 3 East Blvd. If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06MV2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 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 09:54:16 2012 Page 1 ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr 1-0 Q 8-M 14-2-6 20-4-0 26-0-0 34-0-0 35-0-0 Mo 8-0-0 T L6 6 6-1-10 5-8-0 8-0-0 1-0-0 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WB = 3x4 = 6x8 = 3x6 — 6x8 = 1 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 Plate Offsets MY): i2:0-4-O,Edgel, 13:0-5-0,0-2-01, 14:0-3-8.0-1-81, 15:0-3-O.Edoel, 18:0-2-0 Edoel, 110:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13. 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=112110-8-0 (min. 0-1-11), 12=3442/0-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=-1930/1173, 4-16=1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=-829/387 BOT CHORD 2-15=-1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=-992/1974, 11-12=-2381/1356,10-11=-2381/1356,8-10=-270/731 WEBS 3-15=-407/1219, 3-13=-1661/791, 4-13=-211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-10=-1766/3430, 7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. ,.,`S A'If • • • �e ♦j♦ 2) Wind: ASCE 7-10; 165mph Vasd=128mph; �� �.. •� ENS* (3-second gust) TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; `���� ,• G •. '9 Exp C; Encl., GCpi=0.18; MWFRS ' �.��i ♦i (directional); Lumber DOL=1.60 plate grip DOL=1.60 ♦ ,` ; �lo 3) Provide adequate drainage to prevent water ponding. • O 39380 • 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` : .. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at Vjz Z joint 12 and 384 lb uplift at joint 8. i . ATE •. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. (/J 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at ♦♦♦T,[��. �� O Q �.' ��`�� 26-0-0, 967 lb down 461 lb 8-0-0 bottom The design/selection R and and up at on chord. of such connection device(s) is the ♦♦ `' `� �� responsibility of others. ! 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). It LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9=44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W G - Venjtj design panand. and RMW ArOTES ON7AIS AND INCLUDED M =REFERENCE PAGE 1`01-7473 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. 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. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M71323 1323ore GRB HIP 1 1 Tn,ee Ins Fn.a D;e...e el I.rooI __.__. Job Reference (optional) LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=555(F) 10=555(F) r r.auu 5 Apr to to I[ ml I eK Inoustnes, mc. mon May 14 D9:b4:16 Z01Z Page 2 ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYp1 fQpP EzGdvr ���,,'��0� � G E•N S Ceq�,% 39380 Mir O . ATE ORk i';ssl0NA1-t�% % ►���ttt FL Cert. 6634 May 14,2012 A WARWM - Var-0 design pwwncters; and READ S07ES ON THIS AND INCLUDED JffTEKREPERENCB PAGE PHI-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 p /� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the iVliTek� erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Parke 3 East Bl d. If Southern Pine )SP or Stop) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPI& Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J2 MONO TRUSS 8 1 1 Job Reference (optional) 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 09:54:16 2012 Page 1 ID:xl?zS lzTbJCDIIrGPH1 QukyuFU I-7VEG Itn_HFLyXfpGRUk6VUv00Zd5Gvfpl fQpPEzGdvr 1-0-0 2-0-0 1-0-0 2-0-0 Refer to MiTpk "TOF_MAII " 1lptail fnr ennnae-tinn In Scale = 1:7.7 3x4 = 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 244/190 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 FBC201O/TPl2007 (Matrix) Weight: 8 lb FT = O% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP.No.3 REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(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. BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; 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 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard At, o S 0 o o :O. 5 ATE :�� FL Cert. 6634 May 14,2012 AWARNING - VmRj design parameters and READ NOTES ON 7N1S AND INCLUDED Mf7EKREFERENCE PAGE MI 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/rPll Quality Criteria, DSB-89 and BCSI Building Component Blvd. 6804 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3 East If Southern Pine iSP or SPp) lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB, Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 Job eference (optional) inc.. Fors Fierce Fi. e 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfp1 fQpPEzGdvr Scale = 1:11.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 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 FBC2010rrP12007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=188(1_C 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) 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=52ft; L=34ft; eave=6ft; Cat. 11; 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 82 lb uplift at joint 3 and 188 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 Q 39380 :O. ATE :��v ee; 9/,0 N A1- FL Cert. 6634 May 14,2012 ®WARNING - Verify design parameters and READ B07ES ON THIS AND INCLUDED W=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 responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Welk' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSB-89 and BCSI Building Component . Blvd s e East Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke 33Blvd 5 If Southern Pine (SP or SPp) lumber is speed, the design values are those effective OGMI12012 by ALSC or proposed by SPIEL h � . Job Truss Truss Type Ply 62' Grand Carlton III with porch M11323 J6 MONO TRUSS �Qty 8 1 Job Reference o do al Chambers Truss Inc., Fort Pierce FL 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 M7ek Industries, Inc. Man May 14 09:54:17 2012 Page 1 ID:tP6jtz_j7xSx_c_M4uz9yuFU G-bhoeWDod2ZTp9pOT?C FL2iSOszpy?MvyGJ9MygzGdvq 1-0-0 6-M 1-0-0 6-0-0 Scale = 1:14.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >385 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-4 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 (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) 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=52ft; 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 144 lb uplift at joint 3 and 218 lb uplift at t joint 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ��,``,PS A. ,q . • <%e �� • • LOADCASE(S) Standard k�0•�\CiENS••.•q� 0 39380 .. ATE : 74C/` O C? � nnn� FL Cert. 6634 May 14,2012 ® W®R11WNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M FKREFERENCE PAGE 1191-7473 BEFORE USE, Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design 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 MiTek fabrication, quality control, storage, delivery, erection and bracing, consult AN51/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 Spa) lumber is specked, the design values are those effective 00112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply Carlton III with porch M11323 JB MONO TRUSS 20 1 162'Grand Job Reference o tional 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 09:54:17 2012 Page 1 ID:tP6jtzj7xSx_c fxi4uz9yuFUG-bhoeWDod2ZTp9pOT?CFL2iSUGzwn?MvyGJ9MygzGdvq i -1-0-0 8-0-0 1-0-0 8-0-0 Scale = 1:17.3 3x4 = LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 26 lb FT = O% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) 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=52ft; 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 203 lb uplift at joint 3 and 250 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. �\`t'P, • • • • A�e,�j �. O LOADCASE(S) Standard ; ,` , ••�.� `SE•�q? No4.AT . 39380 :Irx ..;, O E : *�U: FL Cert. 6634 May 14,2012 A WARMNG - Verify design parameters and HEAD N07ES ON 7711S AND INCLUDED MMKREFERENCE PAGE 1PHI-7473 BBFORS USE, Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and Is for an individual building component. ��• Applicability of design 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 MiTek• 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 0610MG12 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 1 Job Reference (optional) •--•- • •--- •••-•• -• • • •-•-- • -�--� nwi. 1.141 s r cv cv 14 rn111: 1— s Apr w 4u IL Mu ex mauslnes, inc. Man May 14 uy:b4:1 r 2u12 Nage 1 ID: Lcg54J?LuEancmZr4Qb7 WMyuFUF-bhoe WDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq -1-,5-07-3-4 11-3-0 1-5-0 7-34 3-11-12 Scale = 1:20.3 zxs 11 3x4 = 5 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 NO BCDL 10.0 Code FBC2010/TPI2007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CSI DEFL in (loc) Vdefl L/d TC 0.29 Vert(LL) -0.06 2-7 >999 360 BC 0.31 Vert(TL) -0.15 2-7 >845 240 WB 0.50 Horz(TL) 0.02 6 n/a n/a (Matrix) REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/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=-1116/488 BOTCHORD 2-7=656/1111,6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 3x4 = 11-3-0 3-11-12 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; 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. 5) 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. 3) 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 (pif) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ N07ES ON THIS AAA INCLUDED hff EKREPE ?ENCE PAGE MI-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 responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312• Alexandria, VA 22314. Tampa, Parke 3 East Blvd. If Southern Pine (Sp or SPp) lumber is specified, the design values are those effective 06MI12012 by ALSC or proposed by SPI& Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -'�l 6" For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MITek 20/20 software or upon request. t I PLATE SIZE I The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHC)RDS 0 ci-2 cgs 4 4 WEBS U sae U � O C7-8 C6-7 CS-6 BOTTOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. W 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. U a_ 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. © 2012 MITek@ All Rights Reserved MiTek � MITek Engineering Reference Sheet: MII-7473 rev. 01/18/2012 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. E •hh•amy e a .,, � � hPo to �" . N st Lr . F r'FILE Cu""PY, ers+• � MIN. SETBACK REQ, FRON SIDES CNR SIDES1a�,`�_. REAR p fc `J1S ZNG. _ �"► y TECH. I v� s FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Street: 3D, �C'� Builder Name: COMFORT CONTROL OF SLC, INC. Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' 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 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts 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 (1446.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and o4� i S7q?�n this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ii,, ' _ 'a�` 1 with the Florida Energy Code. ++r+, PREPAR D BY: DATE: ��`` -_ Before construction is completed this b ding will be inspected for 0i' g . - co pliance with Section 553.908 I hereby certify that this building, as designed i ompliance londa Statutes. COD with the Florida Energy Code. WE c;- OWNER/AG NT:.__-�_ - = BUILDING OFFICIAL: DATE: _ 5��� _ _ _ DATE:. - Compliance requires certification by the air handler 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 9:20 AM 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: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 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 TMY Site IECC Design Temp 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 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ft2 ---_ 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 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 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 ff WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ype Space R- Value Et In Ft In Area R-value.-ELcti ° r 1 N Exterior . Concrete Block - Int Ins8loomsInBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InSGIOomSInBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InsIAoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsEloomslnBloc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsIAoomsInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int Ins5IoomSInBloc 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 Width Height Area Ft In Ft In 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 ft2 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 1365.4 74.960 140.97 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 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 l 4 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 ftz DUCTS / — Supply — -- Return -- Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft' Attic 25 ftZ DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool* Jan Feb Mar A r Ma Jun XJul Au X� Se OctNov X Dec Xj Jan Feb Heating Ix �Xj �XXJ Mar �XXJ Apr JXXJ May Jun Ix � Jul �Xj f Aug jxxj Sep rx � Oct jXXI Nov f X� Dec Venting X Jan Feb X Mar X Apr X May Jun X Jul [X Aug X Sep Oct X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 I�i�Ci1�l<�/1•��1� 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 SUMMARY OF REQUIREMENT(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 I ! doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: j gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. —� Thermostat & 40I-3.1 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 x primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 I 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 1 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 j—Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas i 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 I 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 I minimum COP= 4.0. Cooling/heating 403.6 1 Sizing calculation performed & attached. Minimum efficiencies per I 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 1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. FL, - 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Flodr Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. N/A 1 c. N/A 2 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1446 b. N/A Area c. N/A 114.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic ft2 12. Cooling systems ft2 a. Central Unit ft2 3.833 ft. 0.500 Insulation Area R=0.0 1446.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits certify that this home has complied with the Florida Energy fficiency Code for Building ,onstruction through the above Spprgy saving features w ' h will be installed (or exceeded) n this home before final insp Otherwise, a new L Display Card will be completed )ased on installed Code ' nt feature,5.// uilder . ignat, Date: kddress of New Home: Q�, �. �� City/FL Insulation Area R=4.3 1514.50 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=30.0 1446.00 ft2 R= ft2 R= ft2 R ft2 6 90 kBtu/hr Efficiency 28.2 SEER:15.00 kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 CF, Pstat *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 Pro Job: Project Summary �:- Wrightsoft® � � 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 Proeect Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, FL 34983 �� �-I12A- �':� Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz 1446 1446 Volume (ft3) 12558 .12558 Air changes/hour 0.45 0.23 Equiv. AVF-(cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28420 BFuh @ 47°F 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4D N (B, F) 031 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 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft' 2012-May-15 09:ge 11 9 Right-Sufte® Universal 2012 12.0.04 RSU05864 Page 1 ACM E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: " Wrightsoft Date: MAY 16, 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.corrl Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information 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 SINGLE STAGE.. 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 @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 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 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 nA A 12= A7 't Q IVI/-1J I r-M LJiV 00 VI I 0II Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsofta 2012-May-15 09:13:19 ^.0 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /iCCA E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 T Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightSOW Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 AC:CA E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp 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 Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cocl Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WiWi 12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 G 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 26.39 15 0 353 381 0 0 0 0 11 1RJ 12C-Osw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11,10 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L--G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 2.72 0:85 204 204 554 174 80 80 217 68 C 16B-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56. 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0i 0 Appliances/other 36001 1 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 17399 16133 1027 588 14 15 Subtotal Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1153 632 Air required (cfm) 947 947 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ 2012-May-15 0 -� wrightsoft' Right -Suite® Universal 2012 12.0.04 RSU05864 Page -4' C4` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp 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 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GIRT RM/DINING 45.0 ft 9.8 ft heat/cool 1.0 x 482.5 ft 482.5 ftz LAUNDRY 6.5 ft 8.0 ft heat/cool 7.0 x 6.5 ft 45.5 ft' Ty Construction number U-value (Btuh/W-°F) Or HTM (Btuh/ft� Area M or perimeter (ft) Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 11 V ♦ -G I�-- GG 12C-Osw 1A-r1omd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-0sw 2A-20m 11JO 12C-Osw 12C-0sw 2A-2om 13A-5ocs 1213-0bw 168-30ad 16C-19al 22A-tph 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 .0.600 0.091 0.091 0.840 0.125 0.097 0.032 0.049 1.358 n n n n a a s s s sw w w w 2.55 35.56 17.64 23.52 2.55 23.52 2.55 23.52 16.80 2.55 2.55 23.52 3.50 2.72 0.90 1.37 38.02 2.18 26.39 22.24 25.39 2.18 68.19 '2.18 25.39 17.40 2.18 2.18 66.18 2.22 0.85 1.68 2.08 0.00 196 39 0 0 245 40 0 0 0 0 0 0 0 0 483 0 483 - 157 0 0 0 205 3 0 0 0 0 0 0 0 0 483 0 45 400 1387 0 0' 523 931 0 0 0 0 0 0 0 0 432 0 1711 343 1029 0 0 449 2699 0 0 0 0 0 0 0 0 811 0 0 0 0 0 0 0 0 0 0 0. 0 52 0 0 56 46 0 46 0 0 0 0 0 0 0 0 0 0 52 0 0 56 46 0 7 0 0 0 0 0 0 0 0 0 0 132 0 0 152 41 0 247 0 0 0 0 0 0 0 0 0 0 114 0 0 48 76 0 0 IW G D W W L-G W P C C F 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration b) Room ventilation 977 0 268 0 115 0 32 0 13 Intemal gains: Occupants @ 230 Appliances/other 2 460 01 0 0 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 15% 0 0 0 6362 725 0 0 0 6346 935 22% 34%1 0 0 0 688 151 0 0 0 1387 472 Total room load Air required (cfm) 7087 3291 7281 348 839 391 1859 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aik wri htsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp 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 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (13tuh/ft2--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 - 0 0 0 0 0 0 0 T,12C-Osw 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I-G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11.10 0.600 s 16.80 17.40 0 D 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 2A-2om 0.840 w 23.62 66.18 0 0 0 0 6 1 141 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097. - 2.72 0.85 68 68 185 58 0. 0 0 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 1 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 1 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 F 907 1146 Air required (cfm) 1 1 17 141 142 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ 4 wrightsoft" 9 2012-May-15 09:ge 3 Ri ht-Suite® Universal 2012 12.0.04 RSU05864 Page 3 ACC` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp 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 MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft' 266.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-riomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2am 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 W, 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 I-� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-20m 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 L D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 .0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L-G 2A-2am 0.840 w 23.5T 66.18 0 0 0 0' 0 0 0' 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 2.72 0.85 0 0 0 0 0 0. 0 0 C 166-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion L -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 0 791 0 217 0 b) Room ventilation 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 01 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 63 ill 4 2231 14 15 Subtotal Duct loads 22% 34% 14 38 0 22 /0 0 34 /0 896 96 760 Total room load 77 4 149 7 4973 231 2990 143 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wri htsoft' Ri 9 2012-May-15 09:13:19 411- 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 �� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft' Right-J® Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft2 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 12C-Osw 0.091 n 265 2.18 0 0 0. 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0" 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 - L-G 2A-2am 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 V,V 12C-Osw 0.091 s 2.55 2.18 0 0 0 b 0 0 0 0 2A-2om 0,840 s 23,52 25.39 0 0 0 0 .0" 0 0 0 II_-__Gp 11J0 0.600 s 16.80 17.40 0 0 01 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18' 0 0 0. 01 0 0 0 0 LG 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 61 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 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) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 16 0 28 421 177 14 15 Subtotal Duct loads 22% 34% 3 9 22% 34%1 93 60 Total room load 19 37 514 237 Air required (cfm) I 1 1 21 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 0 -F h- wrightsoft" Right-Sufte® Universal 2012 12.0.04 RSUD5864 Page 5 fiC�. E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft° Right-J® Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' S6.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 01 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 VE! 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 � G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20, 470 508 0 0 0 0 D 11.10 0.600 s 16.80 17.40 0 0 0 0 0' 0 0 0 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 126-0bw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0: 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88. -17 Envelope loss/gain 2387 1417 605 - 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 2932 0 1567 747 281 14 15 Subtotal Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 1 2100 911 377 Air required (cfm) 1 16611001 1 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 -Fk- wrightsaft' Right-Suite(E) Universal 2012 12.0.04 RSU05864 Page 5 ACC E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N TYPE OF SURVEY-1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC _ COMPLETED ON: 1 9-17-13 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 30 MEDITERANEAN BOULEVARD �I 1.. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE NORTH, OF THE UNRECORDED PLAT OF (� In 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE SPANISH LAKES PHASE 1, OF ST. LUCIE COUNTY, FLORIDA. Z LOCATED UNLESS OTHERWISE SHOWN. "X", 3. THIS SITE LIES WITHIN FLOOD ZONE ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: ;_ 12111CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE =cn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF MEDITERRANEAN NORTH HAVING AN ASSUMED SF = SQUARE FOOT C9 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF SPANISH LAKES PHASE 1, 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. 0 PERMIT #: CANAL — — — TOP OF A BANK — — _ 14.04 PATIO AVERAGE TOP OF FORMS z ELEVP,�19N�1,8. 37 y i .37' ABOVE EDGE ° w N OF PAVEMENT W ie in SITE BENCHMARK ELEVATIO ASSUMED MEDITERRANEAN BOULEVARD NORTH 20' ASPHALT ROAD St. u o. F tact it b' proved 30 MEDITERRANEAN BOULEVARD NORTH LAST FIELD. DATE: 9-17-1 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. YN I F I ED T0: WYNNE BUILDING CORPORATION DATE: 9-17-13 Surveying • Mapping " Consulting - 619 SW Biltmore Street DRAWN: CJM Port St. Lucie. Florida 34983 JOB NO.: ® Phone: (772) 340-7770 - 13-1670 LB#7280 Fax: (772) 340-2250 DATE: REVISIONS: ?'ALEXANDX J. PIA Professional Surveyor & Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2013\DWG\13-1670.dwg, 9/17/2013 10:52:44 AM