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Home My WebLink AboutSUBMITTED PAPERSOFFIM9 D.4 QM. DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: C �C� O r- CZD CONCURRENCY FEE: RECEIPT NO.: CERTI CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED '= 4 St. Lucie County Building and Zoning • F 2300 Virginia Avenue ` 01 Ft. Pierce, FL 34982-5652 � 772-462-1553 Cuc�e APPLICATION for BUILDING PERMIT CQ'Inty CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: \\�q 2. S/D NAME: .-1VERFRONT .., . SITE PLAN NAME: 3. PROPERTY TAX ID #: 427-111-0002-000/5..- 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Sec - 27 / Township 36 / Range 40 5. PLAT 6. PAGE 7. -BLOCK 8. LOT BOOK NO. NO. NO. l 9. PARCEL SIZE: ACRES/SQ FT. O LOT DIMENSIONS 50 X I%O 10. DESCRIPTION OF CONSTRUCTION nPROJECTOR WORK ACTIVITY: �Q �� v`� 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT: ,7--3q SIDE O SIDE ?S 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) k] NEW CONSTRUCTION [' ] " EXPANSION/ADDITION [ ] INTERIOR RENOVATION. ] RESIDENTIAL [ ] COMMERCIAL [.:.] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. Sq. Ft./CONSTRUCTION: �� — \ ^��S 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ S 1 0 0 0 - an 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 c6hstmction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: } ADDRESS:. _ ,.G,,; tP an7 CITY: STATE: Rr ZIP 34952 R 7 PHONE (DAYTIME) : (,7 7 2) u 5 5 1 - email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: STATE: ZIP CITY: PHONE (DAYTIME): L// CONTRACTOR INFORMATION „r,r, n Z 5 a - ST. LUCIE COUNTY CERT #: 0 R 89 8 ST. of FL REG-/CERT #: 9 - BUSINESS NAME: Wynne DevelopMent QUALIFIERS NAME: ADDRESS: CITY: Unrt St _ T,»ci P STATE: FT, ZIP 3 n o c; 2 PHONE (DAYTIME): .Q 18— 5 51 -4 FAX NO. _ email: ARCHIT/ENGINEER: ADDRESS: 417 ennnnum CITY: t��z STATE: �'I*�-- _ZIP 4�4 PHONE (DAYTIME): �) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS:: CITY: STATE: ZIP STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days_ after notification it will be voided and returned to you by mail. OFFICE USE ONLY .: SECTION TOWNSHIP —b6 RANGE Li0 MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 11T FLR ELV 1� MAX HGT CONST TYPE OCCUP TOTE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before 1/90) 1/90) REQUIRED APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE 1� IMPACT FEE AREA RADON) SCHOOL IMPACT FEE GROSS ROAD IMPAC CREDIT Y N TOTAL ROAD IMPACT FEE SCH OOL IMPACT FEE CREDIT Y N - - TOTAL SCHOOL IMPACTFEE - _ POLICE FEE FIRE FEE MIS FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL PERMITS REQUIRED Y N SPECIFY TOTAL of ALL FEES • REVIEWS ZONING, ZONING REVIEWED BY PLANS EXAMING MISC. VEGETATION SEA TURTLE MANGROVE DATE COMPLETE a V� L t INITIALS s' CERTIFICATION: This "application is hereby made to obi certifyin a ethat no rmit to work ework and or nstallationthastcons as indicated, and mmenced prior to he issuance of a perate of.capa-city, mit and that all if applicable, for the permitted worktion in work will be performed to meet the;standards of all laws regulating constrpOOLS,tFURNACESnBOILERS nHEATERSseparate TANKS, may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, . 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. T YOUR NOTICE TO APPLICANT: AS THE APPLICANT S TIES BUILDING PERMIT,UBBJECT TO ATTACHMENT; AS A CIT IS OONDI ONIOF THIS E AND INTEREST THATT I 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: STATE OF FLORIDA COUNTY OF St T uc i a I certify that all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. The foregoing instrument was acknowledged before me this l S Tday of f" C,- a 20L, by ldla ±h -w Lyle WynffAo is ers y known me or who has produced as identification. Signature of N y w / T A Fitt STATE OF FLORIDA COUNTY OF -, t: T i �-- The foregoing instrument was _a�c'�owledged before me this � day of 1n�if—, 20-Jk,.bY Matthew T q1 a •i,.n i,, who is aajna 1v kn n to me or who has produced as identification. de • Q i7-J-H Type or Print I Type or Print Nam I pOROTHY ANN HAFNER �„�,,,,, l�aY Pv9 �'. %o % - of y Public - State of Florida Commission Commission No. J_' * . y�omm. Expires Oct 2, 2012 Commission # DO 827096 °;; :°P Bonded Through National Notary Assn. I�A P-,YTNG F( NOTE: TWO (2) I ED. ACH_SIGNATURE MUST BE O ,A THIS BUILING PERMIT AS AN OWNER/BUILDER, THE FRONT OF THE APPLICATION Y APPEAR TO SIC THIS APPLICATION IN THE OFFICE For specific instructions see appropriate permit checklist. ly DOROTHY ANN HAFNER Notary Public - State of Florio t3*pires Oct 2, 20' Commission # DO 827096 Bonded Through National Notary A: Professional Insulators of South Florida FTC Insulation Installation Certificate . To: St. Lucie County Date: February16, 2012 Re: 1108-0087 Lot/Block: Address: 116 Camino Del Rio Project: The undersigned hereby certifies that insulation has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: pray-on Cellulose Thickness in inches: berglass Blankets Manufacturer: Fi Foil ock Wool Blankets Density: Xluminum Foil [Rigid R-Value: R-4.1 Board olystyrene ther Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: IFiberglass Blankets Manufacturer: lRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 9 1/211 JFiberglass Blankets Manufacturer: Fiber Tek IRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I 10ther 5. The following have been insulated: CBC1254039 Competency # Wynne Building Corp Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor By: By: �' .. 9-MAR-2012 06:37 FROM:SOUTH COAST- - UlI UY/ LGI.XA yL: qp f /GyoLgr.1' } 7723446042 !DLG I TO: 1�=. <,443 IQNS , P.1/1 PAGE A1/01 Fort Pi ffC% FL 34982 772-462-2172 FOX 772-W PERMIT #: DS 17 BUILDER/CO: ! NRACTOR. 'I'.,� PEST CONTROL CONTRA0 PEST CONTROL LICENSE 4: We, the undersignedr fte�reby subterranean termibm In a= Squam Net if area t vae d: Pem entWe of solution: Dace of 7lwt mettm •� "'� `?f ---footing It wiIt Tt tmart# �rtveweyr � rte�lipek ' —,Other 114 Treatment Re-Tmat ATE OF TERM rRUCUON SOIL TR ]OB ADDRESS: that we have pretreated tyre with the--d2ndards of Me Mj L 06mlcab to Total galkm use dab —11, Re „^pools >te _::—.�rimetar IlAaie: n'aare rnu�it be aa7�p tQtad Amm ar ad, nswkw dEmma►* arr*' � � yv ley tfis Af�oiacta+�,t � ad'a� p�p�eidl�ri ar ilk sC1fe i .z-e [ u�P "lkrabrtar�t lbwpu�rrl� of A9n»�x sJ�ail be A� Thr�alnnw�t cawftft are wdd low* Prn kJ a aPY Do►s�n the pl m"W&MW tv Od&ottterc vit GiYb9 (e&Wprnrrioie Nyepr�apUetta� offt ask; b7aear A►ot�r�iMl1 ba�J% ,1�''Moe sad ah�msta/ Liarrrlisr m�ioo' Jbe're►1lllb preY� ba rarr�,feiedp�r In f�bnml dta�li�a�rnre�l. St LUde Ct i ft requires ftr tte� Arad ins090__.jVfWM p 4Pu MAR 12 2012 Public Works St. Lucie County, fF I TMENT de3vibed Can* Pat Ca11 N Ass ,pkE>11I Final U pemn antand M&form niL*ty to EhrM mW WaW,ate per71Abs 709 1msbmw i9 It md, #AW v&b o11WileMstaff i ndm s kkm r t+o b I pissed on fim-ofeavommons.I Professional Insulators Of South Florida FTC >Gnsalatfon IMstaflation Certificate To: St. Lucie County Date: Febru:, ry 16, 2012 Re: 1108-0097 Lot/Bloc]c: Address: 116 Camino Del Rio Project: The undersigned hereby c!"Of"Acs that insulation has been installed in the above describeq. ro erty as f61101vs: I. Exterior 038 walls have been insulated With: Sp, ay -on Cellulose Thickness in inches: k7berglass Blankets Manufacturer: Fi Foil Roy c Wool BlanketsenaAy R7Aluminum Foil -Value; n .4 , Other Exterior (frame walls) have been insulated with: So� n Cellu Thickness in inches: pr.kY_ Fibt:rglass Dian Manufacturer: �— Roc k WooI Bla: Density: Aluminum Foil A -Value: .-�.� vcn�:r Ceilings (rear porch) have been insulated with: Thickness in inches: 91/2" Spr,[y-on Cellulose Manufacturer: Fiber Tek Fiberglass Blankets Density: Roan,; Wool Blanlcets R-Value. X Fibe rl;lass T31own R-30 Cellulose Loose FiII Oth�r Ceflings (Vaulted/Cathedral) fnsulated with: Thickness in fnches:i EEiibeBlankets Manufacturer: glass 1,00se Fill _l glass Blown ,tet ulose Loose Fill ". 3. 1n erior kneewalis bave been insulated with: Thickness in inches: Fibef glass Blankets Manufacturer; Rock Wool Density;: 1'olyei rcthane R-Valve: Spra', -on" Cellu'lase Othe. 4- Garage partition walls of A/C living area have — been insulated with: Rock Wool Blanlcets Thickness in inches. X Fiberglass Blankets Manufacturer: Fibertech Spray, -on Cellulose Density: R,V:iluc• R-30 Polyurethane Otliel' 5. The following have been insulated: CBci 2,4 3 Wynne Buildin Cor Com el�ancy# Professional insulators of Sout i General Contract/Builder ridi Insulation C ontractox. : •r.�/ir+...�/lam//f i � N Yi�? f: 1D 4� 31-JAN-2012 04:04 FROM:SOUTH C T U11 C141401 [ 121. 4b / 14413[bi 7723446042 7 ,iF626443 P.1/1 )JAM 1J1101 PERMrr # PEST C9ONrWL C,ONT1 PEST COMOL UCEN We, ft umkmw'4 Webl subtmwmm tarin am 54um tht if arm tre eed: data of 1Td►1inv� ^. hMbrxxit .....�.R&Trwt i� T1efibnmt wTrwt IfWmrgrlaK• ante! ,raclG42A astmawafmw ZWtW0VWWftAWM&P Poo"& apyarfo*1 Cov%M0wAqxftftpm &04 Paws, A4MW"eaWkU,r. JVtft-W be z 1 bedpvrlD *wbrm St Luce Cmwta► ro pwo A I i ft t PWQ% PL 34902 73-M2-;s73 Vm "!$ M i G OF TERMITE T1 "RUCT-10N Sm Tna. roe aooPZss: ,.M we hm pawam to as i l with the sbmftra of NA Naga aZ. ToW galkm um rme of Tromm ler�►RaPrNedarRfi rem aI ar�Nie�sr�l r01401 f �PWAWAiW OPOWN ~Caw*wwm md►mwft !AF amW to owaxxW wff fir A*wWa ft O rox ow mgpcar & ral'pmm &041 ftr C% a I&!" � �JxR7n:nr�atba are dle jlmD� WWI wem"W80 t6 er�lbrr b wd mmbw t'& fpwwAks 7m Thwmt e slwbm m:� mw a vvVbbb al �rra�r�►o■.r�,r,�r 9ddbw in be phmd = JAN 3 1 2012 6 conTinenTR Continental Florida Materials Inc. 3,727701 I 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL �3323 Tel: (954) 858-0780 i-I E I D E L B E RG C E M E N T G j CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the II rrI 16 g & 1 � contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any pemiit the safe and proper operation of his 3 S 4 ! U E 111111UUG 66 sUUU� cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of If0R I )' i, I'a C, i it 1-,I i i C, H L. I L I 'k I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his . .? .f4H particles which, without the use of proper eye or acceptance of risk for any loss or damage. C'i ;3I`f ? (:�,;_i;', respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. PURCHASER/P URCHASER S AGENT P.O. NUMBER/ORDERED BY SOLD TO 1`5101.11;aF y 11011.1_L3 CONCR ,E QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE i 1 00 1, t a 00D Pt51 FF'%t_, 1 I.- t. 6i I. I LIVID -11 b @111 Truck # Plant IfSlump Calcium j G Air Entrain Super Plas. Delivery Instructions RIIV17NP1 r?.Cf:. ZONE 10 Truck # Plant IfSlump Calcium j G Air Entrain Super Plas. Delivery Instructions RIIV17NP1 r?.Cf:. ZONE 10 9 8 7 6 6 4 3 s 1 PURCHASER/ PURCHASER'S AGENT�r JOB NUMBER TIMETICKETED DATE TICKET DELIVER TO //4, Concrete Disposal: PRODUCT DESCRIPTION UNIT OF MEASURE ►1f,.1r:s 'dP 515 i_B1110 U A c9`I° FULL Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED jaaoc,E Fi-e-11 •II i 11dFir_'fz � 1 �. yds UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL r:l ICTnnnFR 1, ...W....AR_BANTY: The materials sold by Continent< da Materials Inc. (hereinafter "Continental") are warrante I year from the date of delivery to be free from deflects in material This warranty is exclusive and is in lieu vi ail other warranties (whether written, raf or i ryllied), inclu „y any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full, 2, EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as e result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortiogs conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement. breach of the express or implied warranties delineated above, negligence, strict liability or other iortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase data. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. C,QLL. ECT}QN_G...QST.S...: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX._GODEILOCATiQN_..S: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. , . 8, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. T: 10 :M_...JAW.M LOAD.._C..HARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17. ET RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser. Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative, St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462.21.65 Fax 772-462-6443 Request for 30-Day Temporary Bower Release Date: xit�2 A Permit Number: � Property Address: THE UNDERSIGNED HERESY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE I:IERE)3Y ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only. and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our :signatures, eve hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing7 have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the *guilding Official stating the reason for the request. Power may be removed from the site and/or a Stop Work 0 r-der issued if the Final Inspection has not been approved within 30 days. A fee of $1.00.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THI CUR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICII MAX' AR.TSE NOW OR INTHE r4UTi7RE O T OF THIS TRAII�SACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DU TO THE DISCONNECTION OF ELECTRICAL POW..E N THE EVENT OF VIO ATION OF THIS AGREEMENT. OWNER CONTRACTOR SIGNATURE �2K I 1 DA.I DATE vAllr DATE RECENIII® DEC 2 9 2011 PU.blic Works C.". Lucia- County, FL conTinEnTF— Continental Florida Materials Inc. 1722185 13450 W. Sunrise Blvd., SGite 430 Sunrise, FL 33323 rBniEnwRGA C4}EMEwNIIuiT 4 Ai�I�Alllf Ay Jill Ilpn,sv n 1i,yy �r �sinaw Tel: 858-0780 CAUTIONIFreshly mixed cement, mortar, UNLOADING Drives arprohibitedr1EI thGIroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his ti IF 01 f P IC 0 a-; i:? } C'. l•'li.. 14 '1 l r tA.0,N f � cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawirig, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. p �oePei �� ' � respiratory protection, could cause eye or nose irritation. The Material Safety Data Sheets for the products sold by, Continental Florida I acknowledge that I have received and accepted the materials listed on this ticket. I understand and agree to the terms`on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available•upon,request. both the front and back of this ticket. ,. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVALtTIME START POUR TIME FINISH POUWTIME LEAVE JOB TIME _ - PURCHASER/ l F" �.:`-•-----��. �},` f PURCHASER'S AGENT .---_µ~. PURCHASER/PURCHASER SAGENT P.O. NUMBER / ORDERED BY ZONE JOB NUMBER n TIMETICKETED ' DATE TICKET SOLDT.O'-.. ; DELIVER TO a ,• %2!��'?%!l lr' Fif if_.L;? f_r:lf`ff.:l;E_. f 3 �.%'. Cs=a(rl.V NO,. jY-#_. , ; slD — 1= EF' T , t Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION - UNITOF UNIT EXTENDED. THIS'LOAD ORDERED DELIVERED CODE t - MEASURE • PRICE TRICE 1,!CV„'.,'tI!-t' }ti~.f� qjn?t j.i;r}„ q�l*ti ..,:n:elijf• I ':taPr`f4!I j_!`'iT li; c'f''1!t�1'c:; ,'��`;1'I'1 C'tit . Id t i" Truck If Plant # Slump Due at Job Use of Concrete 3l.� SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name rrliser^ i Y tP1 Y t TAX ' O CONCRETE TESTED TOTAL Delivery Instructions ^-- -• --- � --- �.tA Cl1�TC�f1AFR 1—WARR.A...N7Y: The materials sold by Continental F Materials Inc. (hereinafter "Continental') are warranted ft tar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu c ther warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/pc are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials: or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COL.L.ECSION COSTS; Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy avid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CQDELQCATLQ....NS: The purchaser agrees to order the mix ;needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. NU ATTENDEQ DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. & DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANT_I.TIE5: This type and quantity of products delivered and detailed on the delivery ticket must.be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery, ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10..MLNLMUM LOAD.:CHA.R.G...E: All prices quoted are based on loads of not less than five yards. There will be ashort load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WA1TING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed: 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to tine provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent df Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser.has mishandled the concrete after delivery. 14,!L-CI IN QAL ASSISCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAF.ETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICA I N OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation. agrees to abide by these terms, regardless of any change In the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters Into a writtbn agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with temps and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. COnTinEnTF-1111111111Continental Florida Inc: - 4 13450 W. Sunrise Blvd., ,Suite43 Suite 430 � SGnrise,'FL 33323 f Tel: (954) 858-0780 H E I D E L B E RGC E M E N T G CAUTI ON I I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions ip 661��..ill �p exposed skin areas promptly with water. If any permit the safe and proper operation of his fp cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to .► and repeatedly with water and get prompt medical add water to the mix nor to go beyond the oQ V 7 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his FORT P (ERGE (B) {•r1i1j'-RE1',s PLANT particles which, without the use of proper eye or acceptance of risk for any loss or damage. t'L�V t�,�.� ROAD respiratory protection, could' cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the, materials listed on this ticket. 581 -•464- 7;2,Li 4 the products sold by Continental Florida I understand. and agree to 'tCe terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front,and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK /GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 1,4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED w+�-•�rast��r�i •. ,� SOLD TO " r DELIVER TO ROUNEY HALLS CONCRETE I I.G ,CAailIN0 I+EL 9.10 -- FIRT QUANTITY QUANTITY QUANTITY PRODUCT PRODUCTDESCRIPTION, THIS LOAD ORDERED DELIVERED ' CODE' .l It .-yZIk .. - - 36-- GO W;r - .: _ atr+�r , . . - _ . ' ir`iBLi•"t' i o b Lfw) Truck If ~Plant # Slump Due at Job Use of Concrete F St- I Calciu}n} i I-, Air Entrain Super Plas. Drivers Name ❑ CONCRETE TESTED fit'£"` { r`EartOEl Delivery Instructions DATE I TICKET 0FfOLR a 36 oncrete Disposal: yds UNIT OF UNIT EXTENDED MEASURE PRICE PRICE k5 ounYy ,Cie G SUBTOTAL TAX TOTAL r,i io-rnne= till 1. WARRANTY: The materials sold by Continental f Materials Inc. (hereinafter "Continental") are warranted I ear from the date of delivery �o be free frorri7dcnects in material. This warranty is exclusive and is in lieu ,: other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability tinder any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations Linder this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXQLUSIVEREMIMY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, .D.........UE...... QXM: Payment for all credit sales is due by the 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at '1 .5% . per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/L —1 : The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location to,, the readymix concrete. B. QEU&EJ1.KS! CONDITIONS: Continental reserves the right to determine whether the site; for deiivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cau," beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete celivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTtILE it I S: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance w h he Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and, in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards, 1 1.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12,ENVIRONMEN - TA , L - C - HARGE: A $5,00 per load environmental charge will be assessed. 13.SPECI FI CATION: Unless specialty ordered. Continental concrete is manufacturad according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TE-C.jH.N-IQAL.ASSISTA,N.QE.: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15-aAEETY-DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODLEI-C.AOO,N.-Q.F.-T,�.RM'S.: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying . I ... .... ... TERMS: __ _. or otherwise concerning the existence or effect of any of those terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERN1$: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc, enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set f6rth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any ',arm or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. Continental Florida Materials Inc. 17 i- 4 3 co nmnEnTM 13450 W. Sunrise Blvd., Suite 430 Or Sunrise, FL 33323 t i-1EIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the with eyes a and wasy tion own power, anp weer INN 1111� 111 IN 10111111111111IN PherP y with expose ex osed skin areas rom tl with water. If an peck's rmit the safe and ro r o era6on of his op r of his 1 W ��{E11 _ cement mixtures get into eyes, rinse immediately equipment. 'Drivers are not permitted to / and repeatedly with water and get prompt medical ( ®A () 9 - 06 treatment. Sawing, or grinding of concrete All � add water to the mix nor to go beyond the curb line, except upon the authorization of ,� / masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his �^ Y'ORT PIERCE. ( B ) Ct:)4` C11 I F'. I-'iJIN I particles which, without -the use of proper eye or acceptance of risk for any loss or damage. r respiratory protection, could cause eye or nose j r1 Ct Sj•~ 41T�J {�{j.,l(.) I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on. this ticket. 56I •- }r/t^ f Pdf 4 the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME , r-iip p;. r4�` 1 PURCHASER/ PURCHASER'S AGENT,. 1 JOB NUMBER TIMETICKETE P.O. NUMBER/ORDERED BY I ZONE SOLD TO RODNEY HAL..I._S GGINl::HETE: QUANTITY QUANTITY . QUANTITY THIS LOAD ORDERED DELIVERED 10'.'l.;0 'Db 0. 0.0 �Pt...lx. 01•6 Ilat lt•Et). ifl. t+�f7 a Truck'# Plant# Slump Calcium _ Air Entrain I Super Plas. > I DELIVER TO r DATE.- t TICKET ` Concrete Disposal: PRODUCT PRODUCTDESCRIPTION ;. UNIT OF UNIT EXTENDED CODE MEASURE PRICE PRICE io 23 ix, "VTi 13 s k,i t ;, P _ sr; y Due at Job Use of Concrete � b • SUBTOTAL Drivers Name TAX ❑ CONCRETE TESTED TOTAL yds A= lu Delivery Instructions / CUSTOMER 1. WABB81i Y: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from dcects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including arry warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon, delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to_incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under Phis warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or, economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential; compensatory, special, delay, punitive or any other damages. including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. C.O...L,LEQMN COSTS.: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or is ppeal,.for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Sroward County, Florida. 5. MIX CODE/LOC...ATIQNj: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE. CONDITION: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. CIUANTLTiES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10 _MI..N-1 UM LOA.D.. CHA)3GE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.3AFE1 y_DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employe: or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signer) by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terns and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17. ET RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the terra of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to gr on hehaif of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. PURCHASER/PURCHASERSAGENT P.O. NUMBER%ORDERED BY ,i SOLD TO r-tt�iaNE'Y i s r#—LS 1:9:11�iCRE1 EE QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE � n t • f'�(b i s1 5 �'8g'f ri Z�.dz": thf, r ^� Continental Florida Materials Inc. conTinenTR4 13450 W. Sunrise Blvd., Suite 430 ` 1 , 7 2 1013 `a Sunrise,tFL 33323 i-IEIDELBERG�EMENTGroup Tel: (954) 858-0780 CAUTIONII Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions" exposed skin areas promptly with water. If any permit the safe and proper operation of his ;?i , cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the ' F ® 15 r treatment. Sawing, or grinding of concrete curb line, except upon the authorization of + ./.g ioE 1r /. f {�`d l OR f i-'I c- .(,'_ . o { Ii .{;h 1"(_ {_ { {�.� I' masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his, , .{, particles which, without the use of proper eye or acceptance of risk for any loss or damage., f 3 I,.11 f ;', f;[7(g j ` respiratory, protection, could cause eye or nose i acknowledge that / have received and if irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are. available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED v Agbnt request. { ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME :h .�� r� c I PURCHASER/ , i• I r ,� _ d- PURCHASER'S AGENT 1 ' / ZONE ' `, JOB NUMBER TIMETICKETED DATE TICKET DELIVER TO .36 11.6 [: ti�1I;i G ';i€J- R,-(o >'N1- _ Concrete Disposal:; yds PRODUCT DESCRIPTION UNIT OF UNIT a EXTENDED - MEASURE PRICE `- PRICE .r 10 .. 9 8 •'• . 7 6 5 4 3 S 1 Truck # Plant #, Slump Due at Job Use of Concrete d Calcium"t=� Air Entrain Super Plas. Drivers Name O CONCRETE TESTED Delivery Instructions SUBTOTAL TAX TOTAL r�{ {cTnnnl=R 1. WARRANTY: The materials sold by Continent ida Materials Inc. (hereinafter "Continental") are warrant( 1 year from the date of delivery to be ffumW`efects in material. This warranty is exclusive and is in lieu or all other warranties (whether written, oral or implied), incluotng any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect. consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXOLURIV.E_.R.E_.M....EGY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer person&, injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or stat.r'ory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations Uncle; -this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DU_E...DATE: Payment for all credit sales is due by the 90th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5`io per month. 4. COLLECTION C..O.STS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LO ATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is,of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. _D._.ELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and d the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be rnade in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards, 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. V� 12.E.N.V...IRONMENE L CHAR.G_.E: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATiON: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and bl. --k is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNn&L ASSISTANCE: Continental accepts no responsibility for claims arising from technica(advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 153AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 :MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser ap indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shalt be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary.ar4d, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. DUNKELBERGER (J - engineering & testing, inc. 66,l Density Test Report rrolect Name: Spanish Lakes Phase I Address: 116 Camino Del Rio Project Number: PSL-09-3011 (BG 10.1) Permit No: SLC1108-0087 Date Tested: 10/6/2011 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 10/6/2011 Port St. Lucie .FL 34953 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) ELa story Proctor�eldest's 'Zma t„ „ Maximum Dry Density Oct) Optimum Moisture (%) Dry Density (Pcf) Cone Resistance) (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 107 12 109.6 ' --- 8.1 95 102 Pass 2 12 107 12 109.1 --- 9.0 95 102 Pass 3 12 107 12 108.4 --- 8.7 95 101 Pass A JVU ua DLulu Lu451Ly lest: 1. ASTM D 1556 F ASTM D 6938 F ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r— AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2521 Moisture: 641 ENE,esac ?�% 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 42 3 1 0-12 Back of house pad (footing subgrade) P r,levaLluu/vepin neierencea to: i �0"i µ1J011�j y�ky.{"vTY i 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD M SL 17. Other: Inches below top of final fill, ' cc: Client ... (1) Wynne Building Corp., B. Bailey (field)... (1) St. Lucie County Building Department... (1) I Z David T. Youn s trom Xiaoyan Zheng, .E., PhD I Senior Project nag • OCT 0 6 20�� FL Registration No. 68330 The original of this report was signed'and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale • Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10. 1) Progress Report PR 21 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COT--y FILE # 3614522 OR BC-" 0312 PAGE 854, Recorded 08/02/20111LO:53 AM J AFTER RECORDING -RETURN TO: PERMIT NUMBER: 1'I:te 3�ni: a i.<,'.•orr.e,l lYrr �.•.:,,r�liip: 6.4. �� J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Flonda statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF RiverPROPER—Tj (Legal description and street address) TAX FOLIO NUNUMBER*,3427-111-0002— 000/5 SUBDIVISION F'rnr+t B C$ TRACT LOT BLDG UNIT ten Section 77 Township 36 Ranae arL 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a.Name Wy a ii Ira' n ,—rbcporation b.Address 8000 S_ US11 Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402 PSL FL 34952 772-878-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices orother documents may be served as provided by Section 713.)3 ())(a) 7., Florida Statutes: DOUg .Brantley 1 Silver Oak Dr. PSLr FL. 201-8418 NAME, ADDRESS AND PHONE NUMBER; S. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) , 20_ Matthew Lyle Wynne, Vice —President Signature of Owner or Print Name and Provide Signatory's Title/OfFce Owner's Authorized Orr, cer/Di rector/Partner/M anager State of Florida County of S Y_ T t t r i e / sr The foregoing instrument was acknowledged before me this day of (YOl d'% .20 / By Matthew Lyle Wynne ,as I%IGF /�.eEs�D67VT (Name of person) (Type of authorily...e.g: Owner, officer, Irustee, attorney in fact) Far Wynne Building Corporation . (Name of parry on behalf of whom instrument was executed) Personally KnownZor produced the following type of TO: DOROTHY ANN HAFNER Notary Public - State of 1 l!s D [) >7 G /� n/ N 44F16W ri`7 ( ,►s / ( _ My Comm. Expires Oct 2. 2012 2012 (Printed Name of Notary Public) (Signature of N Public) ! :t':'tf ''•+'®*W Commission A DO 827096 '•�°L� � �, Bonded T11mugh National Notary Assn. Under penalties of perjury, 1 declare that I have read the foregoing a/Ihalil.,facts in it arbelief (section 92.525. Florida Statutes).Signature{s) of o ner(s)'AuthorizedOttor/Partner/Manager who signed above: By: RY STATE Of FLORIDA. ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHIS IS A TRUE AND CORRECT COPY OF -THE ORIGINAL J�?PJHJEM,AH..1- By: epT lerk Date: (� — No. I _ _ DESCRIPTION Section -2- bUlt_UING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (TabeE ' 11.2(1) unless noted otherwise) Weathering area Frost line deplh I✓/A Floor live load (Table R301.5) L/ 5 psf Termite area Roof live load (Table R301.6) 3 7 psf p Decay area — Ground snow load N 1-41 psf _ Winter design temperature -ey 1 Basic wind speed / 1-/ U mph Ice barrier underlayment required %E''M' Wind exposure category (R301.2.1.4) G ,z j�4 _ Flood hazards / High wind design criteria applicable .(R301.2.1.1) 1/ < 3 Seismic design category (SDC) [Figure R301.2(2)] j SDC C&D provisions (R301.2.2) N 64 ROOM PLANNING REQUIREMENTS (11303 through R30 EXTERIOR WALL LOCATION (R302) 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R3021) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Use ft2 Width callincl ceilinq li ht 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" T-0" 5'-0" 8% floor area 4% floor area Bathroom B.A. N.A 7'-0" 5'-0" t 3 square feet iVZ square feet . See Sections R303.1 g R303,3 for mechanical ventilation and artificial light t 6'4' min. over plumbing fixtures. Required heating (R303.8) Floor surface noncombustible; sloped floor SANIT TION (R306 and R307) ✓ (R309.3J Carport: open two sides; noncombustible (/ Water closet floors; sloped floor (R309.4) Lavatory EGRESS R310 - R312) Tub or shower Basement and sleeping room window for emergency escape: opening 5.7 square feet Kitchen area with sink (grade floor, 5 square feet), 24" net clear Sanitary sewer (Chapter 30) height, 20" net clear width; maximum ii sill h i flt - 44" (R3101- R31014J A/M Private disposal (Appendix!) GLAZING (R306) % 1-51 Identification (R308.1) AV O Louvered windows or jalousies (R306.2) m Huan impact loaazaous l delhrdocations--- (R308.3/R308.4) (� Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping v room (R309.1) Opening protection (garage to residence); 1I.31e" solid wood doors, 20-minute fire -rated doors (R309.1) �►� Penetrations (R309,1.1, R309.1.2) Garage -dwelling separation; '/Z`gypsum board on garage side, except s/," Type X re- quired below habitable rooms (R309.2) -3- eg _ I t/ 114 Window wells (R3t0.2) Exit balconies (R31i.2.1) Exit access or hallway >: 3'(R3f1.3) _ One exit from each dwelling unit (R31 f.4.1) f/ Landings for doors (R311.4.3) ^,44 Stairways; minimum width = 3'0"; maximum stair rise = 73/4"; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 69" (R311,5) A/ Landings for stairways; minimum dimension 36" (R311.5.4) �4 Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) :� %A Ramp landing, minimum Tx 3' (R311.6.2) GD Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection (f?2ii 2 2) vrrLLLI1VV UIVII — n1—II IU1, `ITV I, I Handrails; required on ci� . de of stair, hand- rail height = 3411 to 3811; Type i or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor suifaces 5 30" bbove floor; 34"-3611 minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) Tivo-familydr.-' - gs: 1-hour fire -resistance rating (R317. Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R3f7.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (13318) Location and interconnection (R313,2) Required (R316J) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) 214) v Protection required (Table R301.2(i), R3i9.1, 11 1 � Labeling (R314.2) %e`S.1 Quality mark (R319.2 and R320.1. iJ Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) ( ) �Koke-cleveloped EILING FINISH (R315) me spread (R315.1) index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) �W f Premises identification (R321.1) ACCESS iLITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) U1/ (Al Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.i) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) MATEERiALS (R402) FOUNDATIONS (Chapter 4) �f Wood foundations (R402.1) r Sill plate bolting in concrete/masonry =1IZ" di- ameter bolts or as required For unbalanced fill Concrete, compressive strength (R402.2J within 12" but not less than 7 bolt diameters from corner, 71, embedment (R403.1.6, Table _—FODTIh7GS-(R4-d3)----------�--------------�------------- R�g4�(2iI Soil bearing value (R401.4, R403.1) Footings adjacent to slopes (R403.1.7) �ooting width (seepage 5) ,N//� Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but 5 footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing Footings in SDC.0 orD.(R403.1.2, R403.1.3 17ables R404. 1 (1) and R404,1(2)] and R403.1.6.1) Masonry and concrete foundation walls Depth below (outside) grade =121, minimum; (R404.1.1, R404.1.2) but below frost line except for frost protected S D C D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) Maximum wall height(Tab/es R404.1(i) - R404,1(3) and Tables R404.1.1(1) - R404.1.1(5)] -4- Far 5l: 1 inch = 25.4 mm, 1 pound per square fool = (1.0479 kPa a 1 g1ppp ;„ ❑ W4h N 17 i❑rhPs a -jingle 20v(he of solid or fully grouted i2—inch nominal concrete masonry unlis Is permitted FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] Protection from decay or corrosion (R407.1 and R407-2) Structural requirements (R407.3) Minimum nominal.wall thickness [Tables Anchorage R407.3 R404.1(1) - R404.1(3) and Tables R404.1.1(11 g ( ) R404.1.1(5)] Wood columns minimum 4" square) (R407.3) ( q Reinforcement size and spacing (Tables R4Q4.1.1(Z) - R404.1.1(5JJ _ Steel columns (minimum 3" diameter, standard weight) (R407.3) Haight above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R406.1 and R406.2) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) Unvented crawl space (R408.3) ►� i Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) If uninhabitable, see under-flbor space (R408) FLOODS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing 1.51' mint Bu-o - masonry or concrete) and lapped joists (311) Species and grade (R502,1) (R502.6, R502.6.1) Joists — 5leepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, (Table R502.3.1(N R502.7.1) Joists — Nonsleepping areas, LL = 40 psf Drilling and notching (R502.8) [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header spans for exterior Wood trusses R502.11 bearing walls [Table R502.5(1)] ( ) Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- 0 1 ttL rLUUM r-r-U-M"Ivu k' %11 f Allowable span (Table R5(V) licabilit limits; in -line Cold formed sie �p Y End joints (R503.1.1) framing (R505. i WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material(R505.2J) Thickness (R503.2.1J Jr" Identification (R5052.2) A/—f-y— Allowable spans (Tables R503.2, 1. 1(1) and Corrosion protection (R505.2.3) R503.2. 1, 1(2)] Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) C Grade (R503.3.1) Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" gravel or 112" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R5053) TXE FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength /(R506.1) fill = S maximum sand or gravel fill = 24" R506.2.1) Base course: 4" graded with 2" maximum %aggregate (R505.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE_RAL601) _sign (R601.2) Component and cladding wind loads [Table P 9 01.2(2)1 Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)1 Fireblocking (R60Z8) I'Ll (A Cripple walls (R602.9) — Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table - R602,10.1) Wall bracing length (R602.10.4) A- 0- SDC D (R602.10.9, R602.10.11 and R602. if) STEEL WALL FRAMING (R603) - -Al Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) / " 1 Interior load -bearing walls (R60Z.4J Identification (R603.2.2) Interior nonbearing walls: 2" x 3" at24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) `y f Drilling and notching —top plate (R602.6.1) % f Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 0 Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) JrictllI nivl7 `I%vu-t G,IV 1%uuil Wood structural panels (f Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) A-' SDC C and D (R606.12) Unit masonry (R607) 1t/ % Multiple wythe masonry (R608) (/ Grouted masonry (R609) N (or Glass unit masonry (R610) INSULATING CONGRE I t WNW WALL CONSTRUCTION (R611) General design t 1 and R611.2) Type of ICF wall design (R611.3 - R610) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION ((�6 12) J I *"4- oesign basis (R612.1) WINDOWS & DOORS (R613) 10 / General; windowsills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) R WALL COVERING (11702) f�/'t Wood shakes and shingles (R703.5) Plaster mate 0 ai (R702.2) f faster support (R702.2.1) �Gypsum board material (R702.3.1) Gypsum board support, application and fas- -/ tening (R702,3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) I Attachment and minimum thickness (Table R703.4) --��j-�---E3ttenorpiaster-rrFrd�:di---------------------- - stone & masonry veneer (R703.7 & Figure -�-- R703.7); Steel angle lintels-4" minimum bear- ing each and (R703.7.3) f ' Veneer lies: #9 U.S, gage wire or#22 U.S. gage by It," corrugated metal; 24" o.c. maxis mum 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) - ' r Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cernentsiding (R703.10) Y R" ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R804) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1 � t1 /� Framing details (R802.'-j, f IV (,e Rafter tie (4' o.c.) (R802.3.1) N/ Collar ties (4' o.c., in upper third of attic) (R602.3.1) f /1L' ( Lateral support and bridging (R802.8) ��Wood Framing of openings (R802.9) trusses (R802. L- 6. --low Roof tie -down (R802.' 2. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] With attic storage LL = 20psf ,' / Spacing l/ �" Species Grade M( Purlins (2" x 4" at 4' o.c. minimum) . ifa7,.2.11 Span (Figure �px,,�,3.� Size / �: f 0 Bearing (R802.- a,,: 4 !A- f '� Cutting and notching (R802 Engineered wood products (R602.1, b .� -7- RAFTERS [Tables R802.5.1(1) - R8 1(8)j Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing IV Species �� Grade Span Size H1/HR; Adjustment factor STEEL ROOF FRAMING (f General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof GeAown (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, de ' Thickness ATTIC AG S (R807) Access requirements (807.1) TW allowable stresses/grading Allowable spans (Table R503.2.1.1(1)] 803.12 INSULATION CLEARANCE (R808) Installation (R803,2.3) I A-V Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.f) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) (<< Roof drainage (R903.4) MATERIALS R904) Compalibility; specifications; physical R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) i�'1� Wood shingles (R905.7) A -I (A Wood shakes (R905.8) /L-'(12 It -up roofs (R905.9) U Metal roof panels (R905.10) Modified bitumen roofing (R905.11) IZ� Thermoset single -ply roofing (R905.11) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam rooting (R905.f4) Liquid -applied coatings (R905.15) ROOOF� I_ LATION (R906) " ' General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) " Metal roof shingles (R905.4) 1 Structural support (R907,2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -6- MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and Spark arrestors (R 9.1) Wall thickness; >_4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and Flue area (appliance) (Ri003.14) R1001.6) (masonry ace R1003,15) Flue area ( Y fireplace) P ) ( Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanoutopening (R1003.17) �r Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001 11) (himney crickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (111003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Y • Additional load (R1003.8) Termination (R1003.9) FACTORY BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) i FACTORYBUILTCHIMNEYS (131005) Listed and labeled (R1005.1) v Installation (R1005.3 and R1005.4) AIR SUPPLY (R1006) / `_' Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) C/ Compliance; material and equipment —%— (N1101.2,1V 1101.3) e' Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (N1103) 'See energy conservation plan review record _ -- MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) fd�- j�pliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) zZExhaust systems (Chapter 15) Duct systems (Chapter 16) j✓ Combustion air (Chapter 17) Q /I f Chimney and vent location and terminations (Chapter 10 and Chapter 18) /CJ %lT pecial fuel -burning equipment (Chapter 19) Bollers/wa ter he aters (Chapter20) Hydronic piping (Chapter 21) %I/ J�4 Special piping and storage systems (Chapter (14dLT 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) Application (G2401,1) - - General regulations (G24o4F) Pipe sizing (Ge, Piping materials (Gz414J Appliance focation (G2406) l Air requirements (G2407) ti -Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) f"'.% ' Water service location and depth (P2603, Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) system -design -s anitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter31) / f�VY Piping support (Table P2605,1) �' Sumps and ejectors (P3007) Listed plastic materials (P2606) /(- Backwater valves (P3008) r" I Plumbing fixtures (Chapter 27) `� Fixture craps (P3201) C"/ Water heater size and location (Chapter 28) N �� Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blfes (E3302.2) ! n'7'1 Listed and labeled materials (E3303) (_Service equipment and location (E3501, 3506) Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507). - — ---Regwre�-b�ancti-clrcults (f36B:3)- ------- Feeder requirements and load calculations (E3604) I irt73 Wiring methods (Chapter37) c/ Required lighting and receptacle outlets (E3801, E3803) /f►� �l' Devices and lighting fixtures (Chapter39) I', v i Appliance installation (Chapter40) IV Ifs Swimming pools (Chapter. 41) —_—E- �tass2 rPmate control signaling and power4im- ited cicuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) .Provisions adopted (R102.5) z 0 Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) 'V Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (RIO' Compliance wF' ,pendix G verified PATIO COVERS (Appendix H) Provisiolo adopted (R102.5) Compliance with Appendi t`�i verified PRIVATE SEWAGE DISPOSAL (A ndi f P ovision adapted 77. 5) C lance w' Appe ix erified EX TI G BUILDINGS AND STR. TURES (A�pendixJ) �,�ro�Uo !fQ9 Q1 rnmpliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- ` St. Lucie County Building -&a Zonir 2300 Virginia Ave '`(pR� • ' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldincr Corporation will be using the following sub -contractors for'tbe (Company/Individual Name) project located (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning )Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER'0009416 Plumbing Lind uist.Plumbina & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofinct & 2tihf17 Wateroroofina, LLC CCC1329592 Gas PERMIT ISSUE DATE: NUMBER: 11 EB — DOE —I G ST. LUCIE COUNTY PUBLIC WORKS Lvnl BUILDING & ZONING DEPARTMENT O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: of 0 State of Florida Certification Number (If applicable): Oo n S -4- W E le cEj C , =-CnC , have agreed to be the (Company Name/Individual Name) L e lecf rr'ca 1 sub -contractor for �,(J U D Nl (Type of Trade) (rimary Contractor) for the project located at `\ (,. a . t) L�p� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE / PRINT NAME DATE Business Name: '¢ (,Ll C-5 I QG�Y. C =-TA: C- . Address: 0 % UJ ec 2 OQd City/State/Zip: IL 0' i(' ce r), -3 L y� Phone: -7 -/a - 0A 110 email: OFFICE USE ONLY: PERMIT # ISSUE DATE i rnt�-) ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at P J (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 ,�o/' Robert A. Case I NATURE PRINT NAME Business Name: Lindquist Plumbing & Suppl Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE W 50` � DATE �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: JR 2 R R State of Florida Certification Number (if applicable): CAM 2 4 37 9 Comfort Control of St Lucie County, Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 A1ZE REQUIRED Barry Zimmerman �l LGNA PRINT NAME DATE Busines ame: Comfort Control of St. Lucie County, Inc. Address: City/State/Zip Phone: OFFICE USE ONLY: •1 1 PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F O. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 6 6 0 7 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing--& Waterproof incq,LLChave agreed to be the (Company Name/Individual Name) Rnofi ncr sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at \\Lo (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 L' Andrew Kriska SI NATURE PRINT NAME DATE Business Name: TrRa sure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE S LL.ICIE 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: 3427-111-0002-000/5 (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.O4.O1(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. STATE OF FLORIDA, COUNTY OF .oT - sT ACKNOWLEDGED BEFORE ME THIS DAY OF (yGt S % , 2011, BY InMM1 LYCE NYrJAfi� WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED AS IDENTIFICATION. / C SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY NOTARY PUBLIC TITLE (SEAL) COMMISSION NUMBER D yROTHY ANN HAFNER a°.�M`�= Notar Public -State o1 Florida x » •_ My Comm. Expires Oct 2, 2012 '.�`c Commission # DO 827096 ° �9;,; ��P•` Bonded Through National Notary Assn. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek _ POWER ra PERFORM.'" �v�,l(�,� RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 336104115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date No. I Seal# Truss Name Date 1 T4134019 I A5 7/26/011 18 IT4134036 IKJ8 7/26/011 [2 { T4134020 J A6 1 7/26/011 1 1 FIL 13 I T4134021 J A7 1 7/26/011 14 I T4134022 J A8 1 7/26/011 15 I T4134023 J A9 1 7/26/011 16 I T4134024 1 A 1 7/26/011 17 I T4134025 I G RA 1 7/26/011 18 I T4134026 I GRB 1 7/26/011 19 I T4134027 J J 1 1 7/26/011 110 { T4134028 J J2 1 7/26/011 Ill I T4134029 J J3 1 7/26/011 112 I T4134030 J J4 17/26/011 113 { T4134031 I J5 1 7/26/011 114 I T4134032 J J6 1 7/26/011 1 115 j T4134033 J J7 1 7/26/011 116 I T4134034 J J 8 1 7/26/011 117 I T4134035 J KJ7 1 7/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. %%%t%I►IIII!II't., , ` QV I N o f68182 =-3 :cc= -0 % STATE OF ;O��s�< O R 1'o FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134019 M11311 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page r1-0-Q 7-8.5 i 10-6-4 i 17-0-0 , 20.4-8 , 26-4-0 34-0-0 35.0-0 1-0-0. 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8.0 1-0-0 Scale = 1:61.3 5x8 M1120= 4.00 12 6 2x3 M112011 2x3 M 112011 3x6 M1120% 7 3x6 M1120-- 2x3 M1120� 5 8 3x4 M1120-- 4 3 9 2 14 10 n 1 11 v, 7x10 M1120= 15 I 0 16 0 3x10 M1120% 13 12 3x6 M1120zz: 2.00 12 5x10 M1120= 2x3 M 1120 11 10-6-4 20.4-8 26-4-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets XY : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Hort(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2=-153(LC 6) Max Uplift2=-858(LC 3), 10— 858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14— 1013/2184, 12-13=-1531/2933, 10-12— 1531/2933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 1*34Y FILE 9-12=0/252 NOTES ��o�iiieri 1) Unbalanced roof live loads have been considered for this design. ♦off, 1 N 2) Wind: ASCE 7-05; 140mph (3 second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ♦�� QU P ♦ .......... DOL=1.33 plate grip DOL=1.33 ♦ Q E 3) This truss has been designed for a 10.0 bottom live load live loads. C' N SAC`'•? �� psf chord nonconcurrent with any other �® ••' �,� 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members, with BCDL=10.0psf. N 68182 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of; * •� bearing surface. ` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=858, = Q e 10=858. : •: r O�• 1C1 • LOAD CASE(S) Standard �� • . ,(� �v� �� tSS • • ..... �Ca % FL Cert. 6634 July 26,20 A WAR16M- V.Hfij deslrjnpara de and READNOTES ON MIS AND=VDEDBff=REFEREN'CEPAGBW17473 rw. 10-'08 BEFORE VSE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. �'� Applicability of design Paromenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilllty of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Rm eLRfRRK' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134020 M11311 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1-0- 8-11-11 15-0 0 19-0 0 20 4-8 26 4-0 34.0-0 5-0- 1-0- 8-11-11 6-0-6 4-0-0 1-4-8 5-11-8 7-8-0 1-0 0 Scale = 1:62.6 4.00 12 5x10 M1120-- 5x6 M1120zz� 5 6 2x3 M1120,� 3x6 M1120% 3x4 M1120zz� 3x6 4 M1120-- 3 7 8 2 14 9 1 10 t2 (j 6x8 M1120= 13 I� 30 M1120 z 12 3x10 M1120= 11 3x6 M1120-- 5x6 M1120= 2x3 M1120 11 2.00 F12 10-6-4 15-0-0 20 4.8 26-4-0 34-0-0 10-6-4 4-5-12 5-4.8 5-11-8 7-8.0 Plate Offsets X Y : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES W B 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2= 138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 h* WEBS 4-14= 369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12= 754/601, 7-11=0/283 L E COP"I NOTES rr'i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber I N DOL=1.33 plate grip DOL=1.33 ♦�� Dv• 3) Provide adequate drainage to prevent water ponding. ♦♦♦'Qp,. C E N �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,• �, �C`••, 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity oC bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=875, .Q d 9=875. O :• T O F LOAD CASE(S) Standard o T 1111111 FL Cert. 6634 July 26,20 ® WARNING- VeHfij design parmnetera and READ NOTES ONT HIS AAm INCLUDED bfITEK REPERENCE PAGE M I-7473 reu. 10208 BEFORE USE. Design valid for use only with MfTek connectors. th s design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding new�a o rew�oa r folorlicoffor'L quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134021 M11311 - A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 13.00 21-0-0 26-4-0 34.0-0 $5-0-0 1-0- 8-11-9 4-0-7 8-0-0 5-4-0 7-8.0 1-0 0 Scale = 1:62.6 4x8 MI120% 4x8 M1120ZZ� 4.00 12 4 5 2x3 M1120'Z�, 3 3x4 M1120-- 6 2 11 1 7 8 n i 7x8 M1120= I 1 o — 3x10 M1120= o 10 9 3x6 M1120-- 2.00 ri2 5x12 M1120= 2x3 M112011 10-6-4 13.00 , 20-4-8 -0 3 26-44-0-0 r 10.6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4-4 Ede :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2=-123(LC 6) Max Upliift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6— 2409/1503, 6-7=-3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10= 1032/675, 5-10=-116/454, 6-10= 617/510, 6-9=0/255 COPY NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); Lumber �� v I N DOL=1.33 plate grip DOL=1.33 3) Provide drainage to Q • , F �j E • <��j �� adequate prevent water ponding. 4) This truss has been designed for 10.0 bottom live load with any ��,'QP, • Ci S' live loads. �� a psf chord nonconcurrent 5) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas other ,• �, �C`••, where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 * % •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity oiZ bearing surface. _ v 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 2=890, 7=889. i T O F '• LOAD CASE(S) Standard% T �� .,ass ••.. •• % FL Cert. 6634 July 26,20 WARMNG . Vff4fij design parameters and READ NOTES ON MIS AND INCLUDED M=REFERENCE PAGE EMI-7473 rea. 10-'08 BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and is for an Individual building component, MApplicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown for lateral support of Individual web members only. Additional temporary bracing to Insure stability during corshuction is the responsibilllty of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding r9ws9 n ce9r999- fabricalton quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134022 M11311 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:52 2011 Page 1-0- 8-11-9 11-0-0 15-8-4 20.4.8 23-0-0 26-1-3 34-0-0 5-O 1-0- 8-11-9 2-0 7 4-8 4 4-8-4 2-7-8 3-1-3 7-10 13 1-0-0 Scale = 1:62.6 5x6 M1120= 2x3MI12011 5x10 MII20Z:Z- 3x4 MII20—_ 4.00 12 2x3 M11201\, 4 5 6 7 2x3 M1120,i 3 8 1 2 13 9 / 10 7.8 M1120= F4 7 Io 11 3x10 M1120= 12 11 3x6 M1120Z�- 2.00 F12 5x12 M1120= 3x4 M1120= 10-6-4 20-4.8 23 0-0 , 34-0-0 10-6-4 9-10-4 2-7-8 11-0-0 Plate Offsets X 2:0-4-4 Ede :0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(fL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30'Except- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8=-2623/1654, 8-9= 2960/1878 BOT CHORD 2-13=-3086/5036, 12-13= 2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 COPrtff F y WEBS 3-13=-357/484, 4-13— 933/1546, 5-13=-426/922, 5-12= 1031/734, 7-12— 346/505, 7-11=-246/432, 8-11=-402/435 - -- NOTES 1) Unbalanced roof live loads have been considered for this design. ,11111? ,��I 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber 11 O IN DOL=1.33 plate grip DOL=1.33 ` ��, Q C�� 3) Provide adequate drainage to prevent water ponding. �� 0V • C,•E�IV g • �i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,•• �,� �C`'•,• �� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit o 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 N( 68182 o formula. Building designer should verify capacity o1; bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=902, .d 9=902. �•. T O F • �� LOAD CASE(S) Standard . T IN k 1 if III FL Cert. 6634 July 26,20 A WARNING - VeHfij d—lgn pa,%-wters aad READ NOTES ON THIS AND INCL UDED WTEK REFERENCE PAGE MH-7473 r . Y 0-TS BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 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, erecfion and bracing, consult ANSI/t Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134023 M11311 - A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1-0.Q 9-0-0 14-8-14 20-4-0 i 25-0.0 i 34-0-0 85-0-0 i-0.0' 9-0.0 5-8-14 5-7-2 4-8-0 9.0-0 1-0.0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H 3x4 M1120= 2x3 M112011 7x10 MII18H_- 4.00 12 3 4 5 6 to 1 2 7 8 u> 0 6 3x5 M1120% 14 13 12 11 10 9 3x5 M1120zz� 3x6 M1120= 3x4 M1120= 5x8 M1120= 2x3 M1120 II 2x3 M112011 3x6 M1120= 9-0.0 14-8-14 20-4-0 25-0.0 34-0-0 9-0-05-8-14 5-7-2 4-8-0 9-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(rL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz2=92(LC 5) Max Uplift2= 533(LC 3), 11=-948(LC 3), 7=-365(LC 6) Max Grav2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1159/711, 3-4= 491/387, 4-5= 382f760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11= 1362/875, 5-11=-293/254, tlLh COPY 6-11=-1054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design, g11111 f ��I 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); Lumber 0�,,,, U IN V DOL=1.33 plate grip DOL=1.33 PQ • , F� oeo 3) Provide adequate drainage to prevent water ponding. ,�� Q C E•N ' • •, � o0 �,•�� SAC`••? 4) All plates are MT20 plates unless otherwise indicated. o i 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits : N( 68182 •% between the bottom chord and any other members. a 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=533, o 11=948,7=365. LOAD CASEStandard TS) � op ., ,1,,Sssr� N Ai �%% IIIII� FL Cert. 6634 July 26,20 A 1AdRAWG - Verify design parmnetera and READ NOTES ON THIS AND INCLUDED WTSKREFERENCE PEGS M/I-7473 nw. 10-TS BEFORE USE. � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. � Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of" MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding POWER-P6HfORK' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute; 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134024 M11311 - A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Page r1-0-Q 6-7-13 12-4-13 , 17-0-0 21-7-3 , 27-4-3 , 34.0-0 $5-0-Q 1 0 6-7-13 5-9-0 4.7-3 4-7-3 5.9.0 6-7-13 1-0.0 Scale = 1:59.4 4.00 12 4x5 M1120= 6 19 2x3 M112011 18 2x3 M1120 II 3x6 M1120� 5 7 3x6 M1120zz� 3x4 M1120% 4 8 3x4 MII20-- 3 9 2 10 11 �If I 6 16 20 21 13 3x8 M1120= i7 15 14 12 3x8 M1120= 4x6 M1120= 4x6 M1120= 2x3 M112011 3x8 M1120= 3x8 M1120= 2x3 M112011 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5.9.0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=-2844/1509, 9-10=-3400/1848 am tw DI BOT CHORD 2-17=-1743/3154, 15-17— 1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12= 1633/3154 1`1LE COPY WEBS 6-14=-584/951, 7-14= 298/327, 9-14=-560/479, 6-15=-584/951, 5-15= 298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111 tl 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `e Q V I N IO�� DOL=1.33 plate grip DOL=1.33 %% j <'S 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • . �1�,�P. � C•E N S ' -i 4) *This truss has been designed for alive 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. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=880, Z N( 68182 * •� 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-01 _ and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. .: 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). � '. T a F : 14l s�0 LOAD CASE(S) Standard �4u,Z 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Loads (plo Un'IformVert: �s O•.'. \ ®� �` ss�Iss •N 1-6-I-54, 6-11=-54, 2-20=-20, 20-21=-60, 10-21=-20 AL ``,� Concentrated Loads (lb) I I f111 i 1111�� Vert: 18=-50(F) 19= 50(F) FL Cert. 6634 July 26,20 A WdRWM - Verify dr iga parameters and READ NDTES ON THIS AAM INCLUDED BMEKREFERENCE PAGE MII-7473 ree. 10-'OS BEFORE USE. a Design valid for use only with M17ek connectors. This design is based only upon parameters shown, and is for an individual building component. � Applicability of design parom enters and proper incorporation of component is responsibility of building designer- not fruss 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 iVliTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding pOWLR TR pERCORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnafion available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 - Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 11:25:30 2011 Page 1 1-0- 8-0.0 11-1-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- 1 0- 8.0.0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8.0-0 1-0-0 TRUSS NOT SYMMETRIC Scale=1:59.8 DO NOT ERECT THE TRUSS BACKWARDS 4x5 = 11 14 9 7x12 6 17 19 6x12 4.00 12 4 — 3x6 — 3 — 13 is 18 2 21 10 1 2 2240 - 23 T , IC; o 3x5 % 29 227 26 25 24 3x5 3x6 = US 3x5 I I 7x8 = 5x6 = 6x8 = 8-0-0 11-1-018-6-0 26.0.0 34-0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X,Y : 2:0-3-14,0-1-8 3:04-12 Ed a 21:0-4-12,Ed a 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO W B 0.72 HOrz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 1941b LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2— 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 393(LC 3), 27=-1384(LC 5), 26— 1697(LC 4), 22= 711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FILE' COPY FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8= 736/1100, 8-10= 736/1100, 10-12=-736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18= 736/1100, 11111111111 185991393/279 140/290, 6 9— 99I356, �OPQv N V�L i 9 1—52/411,1451420123/474314117345/344, 0 • • •''• �i BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, �e ' G•E N ' �\ S' �' • [, is 24-25=-354/461, 22-24= 1144/1704 �e ; WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26= 482/421, 13-26=-832l710, e N 68182 18-26= 187611617, 18-24=-1020/1544, 4-5=440/524, 19-20= 238/314, 14-15=472/441 * ,• * a NOTES = 1) Unbalanced roof live loads have been considered for this design. -0 ; (r 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber T O F .• DOL=1.33 plate grip DOL=1.33 (V 3) Provide adequate drainage to prevent water ponding. •• iE` P .� 4e �� .•• 4) All plates are 2x3 MT20 unless otherwise indicated. +. 1 �� j� SS • • • + '' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �\� 6) This trussfor a liveload of on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' % n the bottom hoddesigned fit and any 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Celt. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 26,201 responsibility of others. A WARMNG . Vegfij d lga pa�Ymrdt and READ NOTES ON MIS AAA INCLUDED IYIIT X REFERENCE PAGE MI-7473 rev. 10-'08 BEFORE USE. • Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. 2 Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Additional temporary bracing to Insure during construction is the responsibillity of the MiTek" E for lateral support of individual web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o„,E..,.K- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI7rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 MI RI -➢a LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=-54, 2-29=-20, 24-29= 47(F= 27), 22-24=-20, 3-11=-126(F=-72), 11-21=-126(F=-72) Concentrated Loads (lb) Vert: 29=-641 (F) 24=-641 (F) iTek Industries, Inc. Tug Jul 26 11:25:30 2011 hYr. .. ;:.,{ to + Jq � �• �:• V�001 N VFW �.. N 68182 4 � �'3 ' T OF 441 V pie S' , � 0 •. ��,�� A, FL Cert. 6634 July 26,201 AL WARMNG - Ver�fij design paramete and READ NOTES ON THIS AND INCLUDED AUTEKREFERENCEPAGE MD-7473 — 10-'08 BEFORE USE. Design valid for use only with Miiek connectors, This design is based only upon parameters shown, and Is for an Individual building component. E Applicability of design paramenters and proper incorporation of component Is responsibility of buflding designer- not truss designer. Bracing shown I, for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the ii�� MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding POWER-PENIOFM.- 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 Imtitute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134026 M11311 - GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page r1-0-q 13.8-14 20-4.0 27-0 0 34-0-0 35-0-q 1-0 0 7-0 0 6.8-14 6 7-2 6 8-0 7 0 0 1-0-0 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H% 3x8 M1120= 4.00 12 US M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 — Fell n71 2 8 g lei ror Io 3x6 MII20% 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 MII20= 3x4 M1120= 7x8 M1120= 3x6 M1120= 2x3 M1120 II 7-0 0 13.8-14 , 20-4-0 27-0-0 , 34-0-0 7.0-0 6-8-14 6_ .2 6-8-0 7-0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(fL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7= 908/1584, 7-8— 1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10— 454/9 Alk 00hy WEBS 3-15=-149/784, 3-13=-862/55214-13=-82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=-138/762 f I L C U NOTES ,111111111/�� 1) Unbalanced roof live loads have been considered for this design. 00 N 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ��` .. ' • • DOL=1.33 plate grip DOL=1.33•' C E N Provide drainage �; •�,� `S�`••? 3) adequate to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. : N e 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •� )68182 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fic * % between the bottom chord and any other members. = 7) Provide others) of truss to bearing capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint IIE mechanical connection (by plate �� and 459 lb uplift at joint 8. 8) Hanger(s) device(s) be to load(s) 106 lb down and 147 lb up at 7-0-0, O •, T F or other connection shall provided sufficient support concentrated 115 lb down 128 lb 9-0-12, 115 lb down 128 lb 11-0-12, 115 lb down 128 lb up at 13-0-12,115 lb down and 128 and up at and up at and P, •: �� lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 Ib down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 115 lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 lb down and 147 lb up at 27-0-0 on top chord, and �j� ss ... •':! 437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb �I�® N q"i— down at 17-0-0, 90 lb down at 18-11.4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and fi1111111►t` 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOAD CASE(S) Standard July 26,20 Continued on page 2 ® WARMNG - Verify design parcm.i. and READ NOTES ONTHIB AND INCLUDED BUTEfSREPERENCE PAGE MI reu. 10-'OS EEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. �. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWER-{,e -- 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 Taus Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Grand Car@on 9' Porch T4134026 M11311 - GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8— 20 Concentrated Loads (Ib) Vert: 3=-106(13) 5= 115(B) 7=-106(B) 15=-437(B) 10=-437(B) 16=-115(B) 17=-115(13) 18=-115(13) 19= 115(B) 20=-115(B) 21=-115(B) 22= 115(B) 23=-115(13) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) om COPY 0P �C•E N S F�'�� N 68182 0:. T OF 4Q • 1n 11111%�� FL Cert. 6634 July 26,20 0 WARNING- 7.-Hfij d-1gn parmn d— and READ NOTES ON 77IIS AND INCLUDED BOTEK REFERENCE PAGE MI-7473 r—. Y 0-'08 BEFORE USE. W Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. � Applicability of design paromenters and proper Incorporation of component is responsibility of building designer -not taus designer. Bracing shown Is for lateral individual Additional temporary bracing to Insure stability during construction Is the respordbiliity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding pOW[N To pBNfORK- fobr ation, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criledo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134027 M11311 - J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce A. 34982 7,140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page -1-0-0 1-0-0 1-0-0 1-0.0 Refer to MiTek "TOE -NAIL" Detail for connection to Scale =1:6.2 supporting carrier truss (typ all applicable jacks on this job) 3 4.00 12 2 1 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL in Vert(LL) 0.00 Vert(TL) -0.00 Horz(TL) 0.00 (loc) I/dell Ud 2 >999 360 2 >999 240 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,%% J 111111►►►►1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. ,,,� v j N V 1. �'. e► ' • N 68182 T OF ' ',�I S •' • . e • l O �tN�,, .►►►Fitt++� LOAD CASE(S) Standard t FL Cert. 6634 July 26,20 WARMNG - V-I& design parmaetem and READ MOTES OMTEIS AND INCLUDED II9 =RP.PERF.NCE PAGE MI-7473 reu. 1020s 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. Applicablity of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown for Individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" is lateral support of web members only. erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1O -PQRf -.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnafton available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134028 M11311 - J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7,140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 Page -1-0-0 2-0.0 1-0-0 2-0-0 Scale = 1:7 3x4 MII20= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(rL) -0.00 Horz(TL) -0.00 (loc) I/deft Ud 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=14410-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplfft2= 165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint `II11 2 and 34 lb uplift at joint 3. `�� 111 N V I� LOAD CASE(S) Standard FL Cert. 6634 July 26,20 ®W,ARMNG-Vefipjdeignparmneter dRPA NOTES ON THIS AND lArCL UDED WTEKREFERBNCE PAGE CHI-7473 re. 10-'OS BEFORE USE. Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component. �® Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not taus designer. Bracing shown for lateral Individual Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' s support of web members only. 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/11?I1 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 M11311 - In MONO TRUSS 9' Porch T4 ti111-N -1-0-0 3.0-0 1-0-0 3.0.0 3x4 M1120= MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 Pagel Scale = 1:9.61 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(fL) -0.01 Horz(TL) -0.00 (loc) I/deft Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: I I lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111 ! `V11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. Oft. , N °°° ° LOAD CASE(S) Standard Jr A: � :7ro:•,r 9 e L� F4 '°. N s • N 68182 'fit. .fit= % 4 1 � I ,��°s`,S • .N PAL E� %, FL Cert. 6634 July 26,20 Q WARNING- Vertfij deslga parmneters and READ NOTES ON THIS AND INCLUDED =7EK REPERENCE PAGE MII-7473 rev. 10-'08 BEFORE USE. Deslgn valid for use only with Mlrek connectors. This design is based only upon parameters shown, and is for an Individual building component. lei A, Icabilitypf design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding aow —P--.w.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnsss Plate Institute, 781 N. Lee Street Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch M11311 _ J4 MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI.34982 3x4 M1120= 4-0.0 Industries, Inc. Tue Jul 26 10:34:00 2011 Scale = 1:11.21 LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(rL) -0.02 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz2=113(LC 3) Max Uplift3= 87(LC 3), 2= 215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,1111111111/III 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. `� 11 I KI V SO LOAD CASE(S) Standard o e F i i N 68182 � r �:• T IIf11111110 FL Cert. 6634 July 26,2( A WARMNG - VeHftj dsfga parmneters and READ NOTES ON THIS AND INCLUDED WIEKREP&RENCE PAGE MIf-7473 rw. 10-'08 EEPORE USE. • Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. � Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown for lateral Individual Additional temporary bracing to Insure during construction is the responsibillity of the MiTek" s support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPlt Quality Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Triss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job I Truss I Truss Type M11311 - I J5 1 MONO TRUSS T41340311 Chambers Truss Inc., Fort Pierce FI.34982 140 s Oct 1 2009 1-0.0 5.0.0 3x4 M1120= Scale = 1:12.91 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.37 BC 0.34 WB 0.00 (Matrix) DEFL in Vert(LL) -0.03 Vert(fL) -0.06 Horz(TL) -0.00 (loc) I/defl L/d 2-4 >999 360 2-4 >866 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=- 1 23(LC 3), 2=-231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. l l l f /�� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 2. `��►I 3 and 231 lb uplift at joint N �. `Pa . vcll LOAD CASE(S) Standard i � �, nth '/ .• ` Y ��•�'�GENSF•.�'��i N i 68182 T O F N %% q, 111111111110, FL Cert. 6634 July 26,20 ® WARMNG - V-1& d-1ga parmn t— and READ NOTES ON THIS AND INCLUDED BBTEff REFERENCE PAGEWI-7473 r—. 10-'08 BEFORE USE. n Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. onent g rbuilding of er -not os yiss frlateral upport f dividualweb membrs onlyAddtl al tmration of porary brac nto Insue stability uringconutrudthe responsibility shown the olsof onviters and proper MiTe■k' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW6Rm P6FPOFM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Carlton 9' Porch I M11311 - I J6 1 MONO TRUSS T41 Industries, Inc. Tue Jul 26 10:34:01 2011 1-0-0 6-0-0 Scale = 1:14.51 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007lrP12002 CSI TC 0.60 BC 0.51 WB 0.00 (Matrix) DEFL in Vert(LL) -0.06 Vert(rL) -0.14 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >476 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2= 248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,11111111I1/l� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint ` �s v 1 N 2. �. `Po VF�'�•, LOAD CASE(S) Standard �i 3� : ip i ; �•i 1� `;�,,�•��G•E NSF•• i N 68182 T OF411 • %. l//lllllll FL Cert. 6634 July 26,20 ® WARNING - VeH 3j design pare peters and RPAD NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MA-7473 r . 10-'08 BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component. NMI Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding /OWEem rERfOF t" fabrication, quality control, storage, delivery, erection and bracing, consult ANSKI'll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Infonnalion available from Thus Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 IM11311 - IJ7 MONO TRUSS IN Ply I Grand Carlton 9' Porch I<L•K.4 3A M1120= 7-0-0 Industries, Inc. Tue Jul 26 10:34:01 2011 Scale: 3/4'=1' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFL in Vert(LL) -0.11 Vert(rL) -0.27 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >722 360 2-4 >289 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP 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=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3— 191(LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 11j111 111 lit�� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint , �! v N 2. ,• `Pa V,-1 LOAD CASE(S) Standard N SF.�� i N 68182 T OF IJ1 "O'• FL Cert. 6634 July 26,20, A WARA17NG - Verlfr,I dr lga parameters and READ NOTES ONTHIS AND INCLUDRD MITEKREFERENCE PAGB MCI-7473 ren. 10-108 BEFORB USE. n Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. � Applicability of design paramenters and proper incorporation of component is responslbillty of building designer - not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .owes:.rnAw- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, SuBe 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 lJob IM11311 MONO TRUSS Qty Ply I Grand Carlton 9' Porch 10 1 T41 1-0-0 B-0-0 3x4 M1120= 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:02 2011 Scale = 1:17.71 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in Vert(LL) -0.14 Vert(fL) -0.35 Horz(TL) -0.00 (loc) Well Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(LC 3), 2=-286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,20 © WARMNG - Verify d—iga 1-r ete and READ NOTES ON THIS AND MCL UDED Zff=REFERENCE PAGE W1-7473 ren. 10-V8 BEFORE USE. o Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Ls for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responvbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI7rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tess Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carton 9' Porch T4134035 M11311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1-5-0 6.8-12 9-10-1 6-8-12 3-1-5 Scale = 1:20.8 4 3x4 M1120% 2.83 12 3 8 7 2 1 dd 9 10 6 11 5 2x3 M112011 3x4 MII20= 3x4 MII20= 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(ILL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 HOrz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/69515-6= 439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 . 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 1/11111/ 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit IN N �4s between the bottom chord and any other members. ��` Qv . 4) Refer to for truss to truss Q�" ........ •E N ' • �� girder(s) connections. e�� 5) Provide truss to bearing capable of 50 lb uplift at joint 4, 405 lb uplift at joint 2 and SAC` • C� �� mechanical connection (by others) of plate withstanding �� ,•• � 249 lb uplift at joint 5. i 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 lbw N 68182 down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up ae * % •� 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chorc The design/selection of such connection device(s) is the responsibility of others. 'd ; 4 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T O F • LOAD CASE(S) Standard i �` P • �\�� i� • �•.•• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 . \ �% Uniform Loads (plf) �j� ss '' • • ''!�QFM Vert: 1-4=-54, 2-5=-20 N AL ``�` Concentrated Loads (lb) 11111111111101. LE Vert: 7=1O(F=5, B=5) 8= 115(F— 57, B= 57) 9=38(F=19, 13=1 0— =-5 — -2 FL Cert. 6634 July 26,20 A WARNING- Ve gfij design parmndt and READ N07ES ON THIS FIND INCLUDED IMTEKREFERENCE PAGE M-7473 reu. 10-'08 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component. Lai Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown for lateral individual Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek" s support of web members oNy. erector. Additional permanent bracing of the overall structure is the respons bilty of the building designer. For general guidance regarding POM[q m PEq�GgM" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insfitute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134036 M11311 KJe MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page -1-5-0 7-3-4 11-3-0 ` 1.5.0 7-3.4 3.11-12 Scale = 1:20.6 4 2.83 12 3x4 M1120-- 3 8 2 7 6 2x3 M112011 3x4 MII20= 3x4 MII20= 5 7-3.4 11-3.0 7-3-4 3.11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max Uplift4=-229(LC 3), 2= 373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 1118/560 BOT CHORD 2-7=-746/1060, 6-7=-746/1060 WEBS 3-7=0/331, 3-6= 1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,,ti 11 i e e eje between the bottom chord and any other members. �� U I N F� �j♦ 4) Refer to girder(s) for truss to truss connections. ,�� I • .. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 • C E S •, �� ♦♦♦ nil�`••.• ,,� 'O •, lb and 318 uplift at joint 6. •• �, 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 4% o y * : N 68182 .: LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-8=-54 •: T O F .' Trapezoidal Loads (pit) 0 , Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)4o-5= 56(F=-18, B=-18)PPOILE ♦ .• iC` Q` �� 'o"OPY FL Cent. 6634 July 26,20 Q WARNRdG - 17 Hfij de lgn parameters and READ NOTES ON THIS AND IArCLUDED M7EK REFERENCE PAGE MII-7473 r , 10209 BEFORE USE. a Design valid for use only with Mffek connectors. This design Is based only upon parameters showrL and is for an Individual building component. lei Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW[RTo P[RfOR t" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria VA 22314. Tampa, FL 33610.4115 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. 0-1/11, For 4 x 2 orientation, locate plates 0-IQ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS o Cl-2 C2-3 N 4 WEBS c a- OC7-8 Cb7 C5b BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: , Design Standard for Bracing. 'BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 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 SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. &10— 3. Never exceed the design loading s an&nev stack materials on inadequately bMojCrusses. 4. Provide copies of this truss design tg designer, erection supervisor, prope1&&erand = U all other interested parties. a- O 5. Cut members to bear tightly agains er. 6. Place plates on each face of truss each joint and embed fully. Knots and t locations are regulated by ANSI/TP1 1. C 2006 MiTek® All Rights Reserved SV3'sT�k" PAWER To PERFORM." MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 7. Design assumes trusses will be suit t ed from the environment in accord with 1/ 1. 8. Unless otherwise noted, moisture content onimber shall not exceed 19% at time of fa 9. Unless expressly noted, this designicable for use with fire retardant preservati g ted, or green lumber. 10. Camber is a non-structural consIMUMEW is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. �z co uj 51 t �6 r! a wve A ,r3 k- !��MIN. SETBACK REC. ! �+e� V FRONT SIDES I�) �23 Ole CNR S DE� 1 cc REAR ZNG. FILE COPY FORM 1100A-08 ,,FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A Project Name: r ri r7 Builder Name: WAYNNE Street:\� �� \� Permit Office: City, State, Zip: FORT PIERCE, FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1316.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 f:2 Tinted, SHGC: Tinted, default 11. Ducts b. U-Factor: ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 1 hereby certify that the plansand specifications covered by Review of the plans and 0 .11KE ST�q��, this calculation are in com liance with the Florida Energy specifications covered by this Code. calculation indicates compliance Gj /i„�; - p,�� iz with the Florida Energy Code.lee � PREPAR BY: _ -_ Before construction is completed .,, ... DATE: this building will be inspected for compliance with Section 553.908 0 I'I� - I hereby certify that this buildXasesigned, is in compliance Florida Statutes.with COD the Florida Energy Cod yv�'fl�� OWNER/ NT: BUILDING OFFICIAL: DATE: �� DATE: r� t 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Color Solar Deck Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None. 2 N Metal Single (Tinted) No 1.3 0.64 N 19.58333 1 ft0 in 0 ft6 in HERS 2006 None 3 E Metal Single (Tinted) No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 4 S Metal Single (Tinted) No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 W Metal Single (Tinted) No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 6 W Metal Single (Tinted) No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None INFILTRATION & VENTING ---- Forced Ventilation ---- Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default' 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / ---- Supply ---- ---- Return ---- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan X Feb Mar Mar XAPr JXJAr jXXj Ma May IX Jun Xj Jun jXXj Jul Jul [[X]] Au [X] Au[X] [X] Se Sep ]] Oct ] Oct rx [[X]] Nov []NovX [[X Dec Dec HeatinXJan Ventin X Jan JXJ lX� Feb X Feb Mar �Xj XAr X Ma X Jun X Jul [X Aug [X] Se ]] 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 PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 8 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68. 68 68 68 68 68 68 68 66 68 66 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 ILTRATION REDUCTION COMPLIANCE CHECKLIST IIII F COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the ton nlate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavilbetween floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat umD pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.A6.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common cei' floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1451 7. Windows — a. U-Factor: SHGC: b. U-Factor: SHGC: _c. U-Factor: SHGC: d. U-Factor: SHGC: e. U-Factor: SHGC: Description Sgl, default Tinted, default N/A N/A N/A 8, Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Area 134.58 ft2 ft2 ft2 ft2 ft2 Insulation Area R=0.0 1451.30 ft2 R= ft2 R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.9 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ate: A -. Address of New Home: City/FL Zip:. *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 - wrightsoft Project Summary Job: m Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com (� • • • For: G4cCKVC�, .QA<\'1K�WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz 1452 1452 Volume I)ft') 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25H B B330 ARI ref no. 3252981 Efficiency 8.2 HSPF Heating input Heating output 30000 Btuh @ 47'F Temperature rise 27 OF Actual air flow 1000 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Space thermostat Printout certified by ACCA to meet all Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 1�C wrigF3isoft- Right-SuRe® Universal 7.1.16 RSU05864 NOW �� n r 2010-May-05 20:35:12 AI.c- E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page 1 ® Load Short Form Job: wrightsoft Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project For: CARLTON PERFECTION 61, 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 BASE 13 PURON HP Model 25H BB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 cn_ nnc moo wG 9Q IVI/1t7 1 Lf\ Lll V COP G•'1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 4 wc4 n4404 7L:7ii C. innn 1nnn I V I HLZA I'Y:./ I G I vv I i Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t -rk wri0htsofta Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 a� E:\Wrightsoft HVAC%Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -R�- wrightsoftm Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 151.5 ft 8.7 ft p 1451.3 ft' FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 10.0 ft 60.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 WJ L -G W 12C-0sw 1A-rlob 12C-0sw 1A-r1ob 11J0 12C-0sw 1A-rlom 13A-5ocs 12C-0sw 1 D-c2ow 128-0bw 11 DO 1613-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0,091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 487 40 148 20 21 301 6 64 315 39 30 204 16 1395 56 1451 448 0 107 18 21 295 6 64 246 39 2 188 16 1395 56 152 1141 1197 273 605 353 752 213 224 627 1387 479 510 177 1250 77 5761 978 932 234 525 365 644 158 142 637 1029 1788 160 164 2344 117 0 0 0 48 0 21 0 0 0 0 0 0 80 0 60 0 60 0 0 27 0 21 0 0 0 0 0 0 80 0 60 0 6 0 0 69 0 353 0 0 0 0 0 0 217 0 54 0 228 0 0 59 0 365 0 0 0 0 0 0 68 0 101 0 0 W W Lt1A-rlomd P L--D C C F 6 c) AED excursion 3063 -2 Envelope loss/gain 1 15025 13201 921 592 12 a) Infiltration b) Room ventilation 2920 0 800 0 107 0 29 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 4 3 920 3600 0 0 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 18% 0 0 0 17945 2467 0 0 0 18521 3214 12% 14%1 0 0 0 1027 125 0 0 0 621 87 Total room load Air required (cfm) I 1 20412 100011000 21734 1 1153 1 56 708 33 Printout all wrigr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 ACC GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 20:35:12 Page 1 -P- wrightsoft• Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number (Btuh/ °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1/U 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 0 1--G 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 . 52 52 132 114 t--G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 L1A-r1omd 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 166-30ad 0.032 0.90 1.68 509 509 456 855 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38:02 0.00 509 47 1768 0 46 7 247 0 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet i me of Ma ual J 8th Ed. wr:gr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .MCP. E:1Wrightsoft HVAC1Wynne Corp1WYNNECARLETONPER F61.rrp Calc = e tion J' Page 2 wrightsoft• Right -A) Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heaticool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ft' S2.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftk °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 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0' 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 T12C-Osw T-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 6 6 213 158 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 Ij1A-r1omd 1 D-c2ow 0.570 w 16.96 59.58 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 L--D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.90 1.68 150 150 134 252 53 53 47 88 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 150 0 0 0 53 8 285 0 6 c) AED excursion -a 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 2 1 2400 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 319 2702 816 431 14 15 Subtotal Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load 395 3487 1011 50 577 27 Air required (cfm) 19 160 Printout certified by ACCA to meet all I f}+- wrigr.tsoTc- Right-Sufte® Universal 7.1.16 RSU05864 ACCFa E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 20:35:12 Page 3 wrightsoft• Right-M Worksheet Job: Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ftz MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ftz Ty Construction number U-value (Btuh/W' °F) Or HTM (Btu ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 �-G D 12C-Osw IA-rlob 12C-Osw IA-rlob 11J0 12C-Osw 1A-rlom 13A-5ocs 12C-Osw IA-rlomd 1 D-c2ow 12B-Obw 11 DO 168-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39, 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 118 0 0 64 0 0 0 0 153 0 0 119 0 30 0 0 252 0 252 64 0 0 0 0 153 0 0 89 0 2 0 0 252 0 40 162 0 0 0 0 390 0 0 227 0 479 0 0 226 0 1502 139 0 0 0 0 334 0 0 194 0 1788 0 0 423 0 0 1tV L -G W IWI _ F-� I--G P �D C C F 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 01 2 0 460 10 Subtotal (lines 6 to 13) 63 117 3731 4701 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 63 15 0 0 0 117 40 12% 14% 0 0 0 3731 455 0 0 0 4701 659 Total room load Air required (cfm) 78 4 157 7 4186 205 5360 247 Printout certified by ACCA to ++r- wrigr.tsort- Right -Suite® Universal 7.1.16 RSU05864 ACCA. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc =Or e tlon 2010-May-05 20:35:12 Page 4 - wrightsoft0 Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft2_ °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 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 �G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I L-I--G 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 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 t-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 Ij1A-r1cmd 1.270 w 35.56, 26.39. 0 0 0 0 0 0 0 0 1'D-c2ow 0.570 w 15.96 59.58 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 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.90, 1.68 18 18 16 29 45 45 40 76 C 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: 18 0 0 0 45 5 190 0 6 c) AED excursion 0 1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 16 0 29 0 421 0 187 14 15 Subtotal Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 39 1 521 250 Air required (cfm) 1 2 26 12 ACCA to meet all -+ wrigr�tsoft- Right -Suite® Universal 7.1.16 RSU05864 ACCP, E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = 2010-May-05 20:35:12 Page 5 wrightsoft® Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortccntrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heat/cool 12.5 x 15.6 ft 193.8 ft' MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ftz Ty Construction number U-value (Btuh/W-°F) Or HTM (Btuh/ft� Area M or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 % --G L-G1A-r1ob D 12C-Osw 1A-r1ob 12C-Osw 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 11 D0 168-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18. 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 124 0 100 20 0 36 0 0 0 0 0 0 0 194 0 194 124 0 80 18 0 36 0 0 0 0 0 0 0 194 0 33 316 0 204 605 0 92 0 0 0 0 0 0 0 174 0 1236 271 0 175 525 0 79 0 0 0 0 0 0 0 326 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 56 56 0 0 0 0 0 0 0 64 0 0 0 0 0 0 56 8 0 0 0 0 0 0 0 224 0 0 0 0 0 0 77 304 0 0 0 0 0 0 0 142 0 0 0 0 0 0 117 0 W WII ,_,t L �- -G P L-D C C F 5 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 577 0 158 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 12% 14% 3203 391 1578 221 24% 34% 747 178 297 101 Total room load 3594 1799 925 1 398 Air required (cfm) 176 83 451 18 Printout certified by ACCA to meet all re s o W- nua J 8t d. fl.f wrigr.tsotc- Right -Suite® Universal 7.1.16 RSU05864 M M AM IM 2 10-May-05 20:35:12 AC^GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 r'r-OF SURVEY. -I BOUNDARY I PLOT PLAN I U C 11E IN FINAL TOPOGRAPHIC COMPLETED ON: 10-05-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 116 CAMINO DEL RIO, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF �I SHOWN HEREON. RIVERFRONT OF ST.LUCIE COUNTY, I� 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. W- � o LOCATED UNLESS OTHERWISE SHOWN. Z ►� 3. THIS SITE LIES WITHIN FLOOD ZONE "X" ,ACCORDING TO — II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: W a 12111 CO280 F , EFFECTIVE DATE 8-19-89 . �— 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT—OF—WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE 2 cQi 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE 15 a CENTERLINE OF CAMINO DEL RIO HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF RIVERFRONT, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #. / /a 6 _ a C3 8 7 EXISTING S89.57'29"E 110.41' DO o 777 O N • 61.02 zO N AVERAGE TOP 0 1o.so' OF FORMS 8,99' 15.0' ` v I vELEVATION 0 2.30' ABO G0 (� � m � o�4' j OF PAVEMENT y No " 62 N0r 0o Cil C111 46.06' N8.99' O0 O O in O NC3T .59'51 "Wm N 89 Y� 110.42 e< zz mF EXISTING �> Nw St. 4l!C E? Co Date I lllllit Approved 116 CAMINO DEL RIO LAST FIELD DATE: 10-05-11 �+ SCALE: 1"=36' ALEXANDER J. PIAZZA PSM, INC. wYNNIEIED TO: C;ORP FZATION/, DATE:,10-05-11 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM *LEBf72ao Port St. ,Lucie, Florida 34983 r :.. I hereby certify that the sumieat,shown har'eonTis true and JOB NO.: Phone: (772) 340-7770 correct and i9 based on actual measeurenmnts taken in the 1I 11-189 DATE• FB G: REVISIONS•, Fax• (772) 340-2250 field. This 4uryeypeets ,the Nininm Technical Standards of Chapter 61G1711lorida bhisirutive o4e:? •� ALEXAND i'J.I PIAZ. Professional -surveyor do Mapper Florida Certificate No.: 6330