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Home My WebLink AboutSUBMITTED PAPERSDATE FILED: PLAN REVIEW FEE: _—�Q � RECEIPT NO.: CONCURRENCY FEE: 62 S, — RECEIPT NO.: 1. 2. 3. 4. 5 9 10. b9 a 10S-6� t PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED Y , rf ,S�t�,Luciet Coun.B.�lilding and Zoning i {--_'2,300�Vir�iniaAvenue ORlO • Ft. Pierce' ;°FL 34982-5652 (�qJ • 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE // PROJECT INFORMATION bCAiVdVED BY LOCATION/SITE ADDRESS: 19-9 l 1, S Q, N01 Cgunty Spanish Lakes PROJECT NAME:. _Ea a i rWa v, SITE PLAN NAME: PROPERTY TAX ID #: 1306-111-0001-000 /0 LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): ✓ NJ LOT DIMENSIONS: .�A +1O COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: GTE341 —cofth Y1 Single fame ily residence (Replacement home) is 11. SETBACKS (ACTUAL) FRONT: -damy BACK: '10' 1 RIGHT SIDE: *l 1b LEFT SIDE: �C�l 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) DQ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _ 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51 , 0 0 0 0 0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: 8 MTV- Port St -- ' - ZIP: 3495 STATE: F L PHONE (DAYTIME): g 2) 8 7 8 5 513 _ Email: THE OWNER LISTED ABOVE, PLEASE IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM FILL IN NAME AND ADDRESS BELOW. . US1 FEE SIMPLE TITLEHOLDER: ADDRESS: ZIP. CITY: STATE: PHONE (DAYTIME): (_) v CONTRACTOR INFORMATION ST. of FL REG.CERT #: CGC 0 3 5 9 9 ST. LUCIE COUNTY CERT 08898 #: BUSINESS NAME: Wynne Develol 2ment Corporation QUALIFIERS NAME: Matthew L 16 Wynne ADDRESS: 8000 - S. US1 1 Suite 402 34952 CITY: Port St. Lucie ' STATE: FL ZIP: 8- PHONE (DAYTIME): f7 7 2) 8 7 5 mil FAX NO. 772-878-7656 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 34996 PHONE (DAYTIME): (7 7 a 2 8 7- 8 2 `) R BONDING COMPANY: ADDRESS: ZIP: CITY: STATE: MORTGAGE LENDER: ADDRESS: STATE: ZIP. CITY: IMPORTANT NOTICE-.-. 0 h en a permit is issued and it is not pickedup within!0 s_ after notification it will be voided and returned to you by mail. OFFICE USE ONLY ' #: I too - SECTION c6 TOWNSHIP RANGE MAP NO. ea r ZONING LAND USE (�r ` LOT CVG % � TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV p1 y., MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE l O� AREA FEE FEE (RADON) LIBRARY. ' PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE 4E IMPACT FEE CORRECTION FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT ACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF ✓ NON -CONFORMING MISCELLANEOUS SUBS REQUIRED ELECTRIC GAS PLUMBING LOT OF RECORD FEES FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED` - - ��{e (,� DATE COMPLETED - INITIALS ERTTICATION• This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING," SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure 'Association rules, bylaws or any covenants that may res YctPoor}prohibit such which is in conflict with any applicable Homeowner structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may a 1 . 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. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO OWNER: NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: STATE OF FLORIDA . Luc i COUNTY OF Y certify that all the foregoing information is accurate and that all work will. be done in compliance with all applicable laws regulating construction and zoning. NATURE--- t� ` COhNTR` CT , AJ The foregoing instrument was acknowledged before � `�� ST. 20 l me this ` day of by Matth r �zl a Wynne - who is ersonall kno n or has produced identification. STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before l ` �G-c[sT ,20 // , me this S day of by Matthew Lyle, e, Wynne who is personally known L or has produced as identification. w .-- ry Signature of N r Signature of N " P DOROTHY ANN HAFNER DOROTHY ANN HAFNER � J`tpKy PV9'4 Commissono. iN(Sf' Commission No. �°-; Nota(tqdtlglic -State of Florida =a°. .`�y "Nota Ic -State of Florida * Comm. Expires Oct 2, 2012 __ • • » •; My Comm. Expires Oct 2, 2012 z• s +'e Y ';;, �:� Commission # DO 827096 Commission # DO 827096 �iFOFFti°9A ;"OF F� Bonded Through National Notary Assn. Bonded Through National Notary Assn. ,,,,l„� NOTE: TWO (2) SI T R S AR REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF"APPLY FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. S-FEB-2012 03:30 FROM:SOUTH COAST 04 f Woof 4U.L 4 1 X; "a f I LYGl1` •� h � c 7723446042 .W10 J Tn:4626443 0 P.1/1 M%= VA / VA PM COMM . REST CONTROL We, ft undmtggA haf► * sub�r�rae:art b�rmil3es � yam 54um fe t It ar t trued: , e of+: oaw �r Tmommt Y , j* TreMnft .Re-Tr"t ..`...Other Ra-Treat IU Joe R• mar m a �ati.d e�,bj► dis Via' ft d0p" MC1M67.0 ammwafnwww �1bA►a'rOf�►m ,� L7C�b•��S��IA CL�'t1s� danAra�cta dkriaell, pet' AratNOW N INaeaml,t �AIle�aQ! be p#�r'hr t Mbrr a St L"Im ► top*" for tm OF TERMITE ttruttart nave; ow. wfth � �tanderde d ttte ffn Total gait m tw i _—,tab i v/ -. Pemidwf eadi r�r�l �d o�br�a�t o r aRe�rdr ax�emtrr arQlpr emrntRr�er dd�rt�e rbme►Ir� wadi+W� r�r a�ndn�� ► eart�dlbr 1 moord ilbrma Z-/ /—/l � Mmd cm t*ucft fbr Coi drd A230daUm w . M& r4m nAaa+r by w *CA,b vp wMManda npkssmmw ►aunt lard i bsb�aent'�ir � r Akt rJWn p Dab" ",tom am a IwAlft Fsmd d lial► s!!c w in be phmd an = #!VL 012 FEil 0 8 2012 P[atadic ��arks Lf.tcie ^oL7nys �. irks ,. ,- QntY, FL Professional Insulators of South Florida FTC Insulation Installation Certificate To: r6672 t. Lucie Count Date: January17, 2012 Re: 108-0088 1 LotBlock: Address: Lilia Court Project: The undersigned hereby certifies that insulation has been installed in the above described propertv as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 lRigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: - Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" lFiberglass Blankets Manufacturer: Owens Corning JRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFibergIass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: Rock Wool �� Nfanufraetur er : T elyu ethane 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 Other 5. The following have been insulated: CBC1254039 Competency # Wynne Building CorpProfessional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor 16-FEB-2012 03:23 FROM:SOUTH ; -7 r71�nq/tt71[ 1:1:4b /r44oL_ i PERMIT #: aLl BUILDWCON RAGTOR: PEST CONTROL CORM PEST CONTROL UCEUSE We, the undue M"y sutha= 94u� fed N 2MV trued: „ aa�nrap. at mkdkn: TRe-Tfm* Re -Tint �WTreat I- 141gW M"Mu tlw & aM6 w M r� d�peo; FBCMNLZO WMEW OMAN" �� A►avaAad a! �� ak¢�I� M a�oy,ar axe, � A C�►dl�iea►�1te tla��ratitxra U04POMMUM Awboty MVIMIA xt ffftsmdit be p*rm *Wb uw epa AL- FEB I % 101 IcNNOt� � FL fit- Lucie 7723446042 7` 4626443 �I �I i A1N1 FWt Puma 11349a 42-2172 PIN M&4 "E OF TES T EMT ucrs�rH SM six 1 rcr 308 11 that we h" W& the stwxwb or ve M"li D O UN+: TOW galkM u"d v � f�l ra�rrlod bar�ainl arliFd' r17p aRllildf 4" Ck' MMI' ltrAWANdO PPAP T I RS liwt C�►4'f rQ s r�pwla rb �aubdA� andarwdl�a�►A�r ��1brlwrf�t�pwrM�! b"emeaftraNa A---�nll P.1/1 PAGE 011 M r� w�dMlbDod wr�gt�s:btw ,vMOYaij, jMM bard boobnew AP r pwW Ate 71as »c art I WrOW, a' 1iiM�Irf�jrlpi'�bJaelKs%IM Sthftw to b* ptaf w an a conTinenTi HEIg�LBERGIWl�NNGroup MIIIPFi�II Continental Florida Materials Inc. 170, 2 1.3450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 — Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his 1' x e', e ^� rr �j4 �� Q cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to > �G and repeatedly with water and get prompt medical add water to the mix nor to go beyond the O O 8 8 treatment. Sawing, or grinding of concrete' curb line, except upon the authorization of } llli I �i iE.6df,a f!f) LI�i'41.,di�,�13� I `t.i �9 l masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge, that 1 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 VAR17R r1N TRI ICK / r,Dl R AF WATFR Arlr]Fr] ennan Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME 'F PURCHASER/PURCHASER SAGENT P.O. NUMBER/ ORDERED, BY ZONE C _ �.3is 33 SOLD TO 10 9 a 7' 6 6 4 3 s 1 PURCHASER/ PURCHASER'S AGENT JOB NUMBER TIMETICK TED _ _..I- DATE . `. TICKET DELIVER TO 66 74: 1_1L.IA - FOR P1 Concrete Disposal: yds QUANTITY QUANTITY QUANTIIY'• PRODUCT PRODUCT DESCRIPTION' " UNIT OF • UNITEXTENDED THISLOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 25 tirt ot.Dy 0 r J DAYS WITH U.f�t.'�6'.y d.r'4? L t t rA ; C O '•3 #"..... ._._ `-_M _. _.. _`. _. -. _ -. • tp ' i V1..tt I _ Y1 _AM-4 101� Truck # Plant # Slump Due at Job Use of Concrete ' tublic A . _u�.� �1 Si5Lucie CU601AL Calcium Air Entrain Super Plas. Drivers Name - b ❑ CONCRETE TESTED,DOTAL Delivery Instructions Q..--;. l - - - - - CUSTOMER 1. WAR_RANTY: The materials sold by Continental f Materials Inc. (hereinafter "Continental") are warranted rear from the date of delivery to'be free from defects in material. This warranty is exclusive and is in lieu other warranties (whether written, oral or,implie,d), includiny z,ny 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 detects. latent or otherwise, and Continental will not be' liable for .and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and!or are alleged to have caused purchaser to suffer personal injury, loss of.life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental: shall be limited tp, and shall. not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and"purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive, or any other damages, including damages for pain and suffering; mental disease, medical or.funeral expenses, any other similar damages; or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or'other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the' 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida.- 5, tsAl� CQDE/LOCATIONS: The purchaser agrees to, order the mix needed by product code arid 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. Co4nental'will not be liable for any loss or damagd to products. property or for unsigned delivery tickets. S. -DELAY : Continental shall not be liable for any delay in delivery or ribn-delivery resulting from any cause beyond its controtincluding 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 anct the Purchaser shall pay for the part delivered pro rata at the same raies as the whole of the order agreed to be sold and the same terms of payment. 9..Q.QAN.1l31.E5: This type and quantity of products delivered and detailed on the deliveryticket 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 rioted 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, file absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. ' 10.MINI U LORD... 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 69owed at no charge, After sixty minutes there will be a charge of 51.50 per min.. 12.ENVIRONMENTAL CHARGE: A,$5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94, Specifications for Ready Mixed Concrete, and block is, manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental t6 add any water;'admixture or additive or where the Purchaserhas•rnishandied the concrete after delivery, 14.TECt�-i41CAt ASS _$!6J E: Continental accepts no resporsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is forr purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15._AFETY DAL: The .Material Safety Data Sheets for the products sold lay, Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent or 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 per n �uthority.to alter or vary any or all of the_se.,terms'and conditions. Some of Continental Divisions' terms may vary due to industry standards but all cha�� b1, e y an Officer of the Company. 17.TERMS: The Purchas i . i ate mjt� ion. 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, regardlewy 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 confliP�t.2 h )h terms herein. If, at the request of the Purchaser, Co line l Fluid ri�iinc. enters into a written agreement or purchase order with the Purchaser to furnish.materiais to or on behalf of the Purchaser for a speci l i . of the t foilh herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any t ri pr ision 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. , 4-JAN-2012 03:21 FROM:SOUTH 7723446042 Tr�4626443 P.1/1 7 II ap4w .. Fart nm% -4192 n7,2 ftc 77 3 ,TE Cyr- TERMM TRFATMENT RUenom som TREATMENT fm 1 W.!, r j We, the underdWWA WON UMt M tkWe pr+dyaob W the above desuibed M*nKD*O W sub"eman twmrm In W=irdarm` wth the 912ndards Of the Naaume.Pest Qx d AssvdOM. Soam fect If area ~ chan0k too: kl/--f t �r Percentage of'sututiom � '� � Tam! �ibsts treed: Data of Treabnent< / � "" �` ?tme of TmWwC �0 T �aotirg�e'rmatttic * ,de- p�� ,^brae Is relent Ae-'Emir .�...-POOLS . �Ferim�er ittr final l�ped�on .Re-Tc+eet tttrr3 as: L'ict�rtlrtebar jVw Mmm mc�c ft a Cave peft. 1br euah rugYr�nl+� 0 cr�r l Jbrm m�atblr thr �iab �lbr pkwgpkyl3he raf�dia p anar dl d'�++ehmza►nra►a� tce t'lxlrgad. MUM" calawft of ' A .WWVW doted -4affbap aij m m cghe FAAdit a mpylbrft 0&*%Mbw r07Sao ~ tiff + tit and�twa ieraapyttrbf�r �erp 1 R s pwmw lha ' of Nr� . bD aid da«br a! tllr i �t �tln lxri. dRl! ►t�r elf ss � ti � t�►G1f• �lgrd d' ftsw doff" WWI ar errt .Fft Ql�rtf�ttArrl�d d1� ir�r Crgp�ran ►ifrtdetb ricrd t be A"W Sit Ludle Cwm►V m quh%9 f Goat b"*6ctIOri fbr CO, 4 P"Wwwft ' tv be Eced M iR JAN 0 4 2012 Publi;: Works St. Lurie county, FL conTmEnTl Ill.Continental Florida Materials Inc. 1722034 13450 W. Sunrise Blvd., Suite 430 + Sunrise, FL 33323 HEIDELBEItGCEMEI� Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited TGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the 1�i I ��f i'11N�� NI !I11111, contact with eyes where possible and wash ck's own power, and wheresiteconditions 111�1 i l) 0 ( exposed skin areas promptly with water. If an p permit the safe and proper operation of his tr �f <' 5 J l cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to t ` G and repeatedly with water and get prompt medical add water to the mix nor to go beyond the O treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT 4=''4 C4*il.: [ { b s +::1. 14: d-?{.= F'. 4='I.6 tl a i masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his I'f_ti + 4lt�i +4P 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 I acknowledge that I have received and ;.3, 7 /^•�-,-, 'f i_'t /t 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. AAgent g 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 4 PURCHASER/ PURCHASER'S AGENT 3 S 1 PURCHASER/PURCHASER S AGENT 58-,16-99 SOLDTO P.O. NUMBER/ORDERED BY 1 ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE 10/2-17/ 11 TICKET 1 1= 355- 434; :f i 31 Rd DI'JR:Y I-!11).-4_%i )_.v4._A COIN1+ -- 4'OPT 6'XER Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 1 C i . 6 14+ 10. 0'.! r _ 'F11C, PSf 0,' ?", 'NAVE; 6='I P;,I c1, � 01.1a; •L U d is ..... Truck # Plant # Slump Due at Job Use of Concrete d_4nI.:, S. W iri SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name r I• .: +-+ - .... .. + + - r.+; .,•, . , . „ ... _. TAX ❑ CONCRETE TESTED TOTAL 1. WARRANTY: The materials sold by Continental i Materials Inc. (hereinafter "Continental") are warranted fa ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu vim,.., other warranties (whether written, oral or implied), including __, 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. Purchaserfurther agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE. REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay; punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE BATE: 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. GOLLEGTIO_N._C__M: 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. S. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SIT 1=:Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full.quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load wi11 be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVJRQN.....M._._E...NTA,t QHNIK E: A $5.00 per load environmental charge will be assessed. I&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.TECHNICAI ASSISTJINC.E: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or'until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this -quotation expires. These terms corttained 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. Duct'a County r " " Building & Zoning Deparitlxlent 2300 Virginia Avenue i._ r•c, a a F• °.,, Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: �p��.( �� Permit Number:�.�� Property Address: - 9 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICA L POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED rHTRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPA. RATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF TFIE REQUI,ST WE HEREBY 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 oiir signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated therein by reference. 3. 10 conditions and requirements listed in the attached document entitled "Requirements for. 30 Day Power for Testing" have been fulfilled and the pr(-mise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the .5 iuilding Official stating the reason for the request. Power may be removed from the site and/or a Stop Work O 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 THEIR L, MPLOY)FES FROM ALL LIABILITIES AND CLAIMS OF AN Y TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER peTHE EVENT OF VIOXATION OF THIS AG REEMENT. OWNER SIGNATURE TE TE OCT 2 6 2011 Public 1,Vorlss St. Lucie Ccunk c, CO ��' �� Continental Florida IIEliterials Inc. 1 (41 1 J U 13450 W. Sunrise BIVd., uite 430 g Sunrise, FL 33323 HEIDELBERGCEIVIENTGroup ll:,,954) 858-0780 CILITIONH freshly mixed cement, mortar, UNLOADING -Drivers are prohibited or grout may cause skin injury. Avoid from delivering concrete except under the �j9 flff99concrete with eyes,where possible and wash truck's own power, and where ste conditions INO11,51� IIY y+ 111PINK4}��r��contact exposed skinareas promptly with water. If any permit the safe and proper operation of.his de .! 3 ;i; b -P ,cement mixtures get into eyes, rinse immediately equipment. Drivers are not .permitted to �Py 16 4 an8'repeatedly with water and get prompt medical Sawing, or grinding of concrete add water to the mix nor to go.beyond the curb line, except upon the authorization of , ��` LI Q �— O S �ieatment. PurchasedPurchaser's Agent and his, FORT ,'f�r� t A = _ s 1 B 9 CO 14 F.� fi''Y masonry units may result in. the release of dust particles which, without the' use of proper eye or the acceptance ofrisk for any loss or damage. r a ll respiratory protection, could cause eye or nose I acknowledge that 1 have received and 56r , 124 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. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE•JOB TIME PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER / ORDERED BY I QUANTITY QUANTITY QUANTITY THISLOADORDERED DELIVERED `d. 4t-OC [y,t,e, I a�.4Cy}.. LJif,;il I. i 1fx M`it s Truck # Ca)cium+�� r' Plant # Slump ZONE 10 9 IB 7 6 6 4 3 S 1 .. �`y PURCHASER/ PURCHASER'S AGENT JOB NUMBER TIMETICKETED DELIVER TO DA1E`� TICKET r R "" 4_j'I_ri I'!)I.'f `i _ FORT I r 13 Concrete Disposal: OMEN-. tfz; yds PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT CODE } ! ( ) y y A p y r p MEASURE PRICE �'yft'ik¢ F`9,S 4.i Z18 !� NS F i DE P. - f�` Mt � i .L.1r31 E- - �.. 9D 4 ® 4b A� ice' F UP L [''1 Due at Job Use of Concrete Air Entrain Siiper Plas. Drivers Name 0' CONCRETE TESTED WILDE.5, ! f=RFI V OCT 110,2011`1, I„ubgld t7orks SUBTOTAL TAX TOTAL EXTENDED PRICE Delivery Instructions r py y FtiJ/<< Cl 1. WARRANTY:+The materials sold by Continental t-londa Materials Inc, (her natter "Continental") are warranter) fc :ar from the date of deft{ery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties wother written, oral or implied), including any warranty or morchantabillty or fitnE�s for any particular Purpose. Continental's liability under any circumstances will not be greater th n the purchase price of the materials supplied, the purchases mutt examine the material upon delivery and before installation to discover any defects, latent or otherwise, arxi tbntinenntal will not be liable for and other damages including, Windt limited to incidental, indirect, consequential, special ai 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. EXC.LUSIVEBEMEDY: 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 a v.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 of n-plied warrarroes, 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 purchg;;r,�rice of the goads, materials, or services purchased from Continentalrby rnrrchaser 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 r rtious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold z;y Continenta, 3. DU.E.,DAjE...: Payment for all credit sales is due by the 10th of the mor h 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 casts 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 CODEILOCATIONS: The purchaser agrees to order the mix needed by product code and accEp,a full responsibility to determine the location for the readynmix ;oncrcte. 6. DEUVERY_SITE-C.O..NDiTIONS: Continental reserves the right to determine whether the site; for delivery r�rgoested 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 nor, -delivery resulting from any cause beyord its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Comtinental is urabl- , cr.-•: k to delivery, of any part of an order, the Purchaser shall accept such part of tho order as Continental is able to deliver and the Purchaser shall pay frr the part delivered pro rata at tho 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,delfvery 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 fisted on the Continental delivery ticket. 10.MINiMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTALO-fARGE: A $5.00 per load environmental charge will be assessed. 13.SPEClFICAT-- N: Unless specially ordered, Continental concrete is manufactured accdrding to the provisions of ASTM G94. Specifications for Roddy 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.TEC1-INIC6i..A55IS..1AN.C.E..: Continental accepts no responsibility for claims arising from technical advice o; 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.E.TY_DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16:MODIFICATI.O...N OF_TE_R..M...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 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 bu altered o, 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 Sorpe of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17,TER : 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. fat tho.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 Vrchaser 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 Notwithstanding any term or provision in the written contract or purchase order to the contrary and, ff there is a conflict with. terms and/or provisions of the written contract ��irchase order, the terms herein shall prevail and be determinative. conTnEnT Continental Florida Materials Inc. 17.21733 13450 W. Sunrise Blvd., Suite 430 i Sunrise, FL 33323 Hf I DE L BE RG C E'iM E NT G ro u Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOMINQ Drivers are prohibited p concrete or grout may cause skin injury. Avoid contact with eyes where possible and wash from delivering concrete except under the truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his ki S .Si ��,-.r-- Ito �t�4 �- ® _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 I s� V t.3d�T Pit () C� if\il�l'C.'{ G_ I't.-,� ?`JC masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his ,4:F� .10 particles which, without the use of proper eye or acceptance of risk for any loss or damage. `•tip 8;E t�.A p' �: , jj t) respiratory protection, 'could cause eye or nose I acknowledge that I have received and f r —r� l7 1/f+t 4 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 Agen� request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. i Agent TOTAL, Initials of Purchaseri/Purchaser's Age Agent acknowledging addition of water WATER YARDS ON TRUCK/GALS OF WATER ADDED at Purchaser/Purchaser's ADDED Agent`request. 10 -...9 a 7 6 6 4 S / t,. ��1 s _. - k'k 1 S 1 rvnvnro�ni - - PURCHASER'S AGENT PURCHASER/PURCHASERSAGENT P.O.NUMBER, /ORDERED BY ZONE JOB NUMBER TIMETICKETED ` TICKET ��} /DATE.-"''.q SOLD TO DELIVER TO I-?iib3fd _y I'I"t1-3.. (aiw�.r� Cis-,xf.'' t,'7r": p_,R(ro CGURT I=CJE2'I' rIEFP r r Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD,.: ORDERED DELIVERED P CODE MEASURE PRICE PRICE - - - I ,L G i� + I il�'i"`i,i- _ � 7 V f„5i .� �•� "✓xnULt )' i of 7 t�`ut�!„`i t U?7r,.tw T j„y`ti 'st F bf-I.IVS(r C) 1.-5" 1_ ILBz; 4{ tj '�£� I. 1 - Truck # Plant # Slump, Due'at Job Use of Concrete; 1 Calciamit6 L3 ry Air Eotralh :Super Plas. . + Drivers Name SUBTOTAL ..-� ❑ CONCRETE TESTED r'�L#f'� I r`Cnrka TAX TOTAL ,Delivery Instructions Special Instructions -=— /,,,u'_n CUST(WER . �= -- _ _b.-�_.f }-opwia'n SlruGIIUn5'"�' dschrurtriasersH�enrrgTst. Initials of .�Purc aser/uPrchase^_- -Materisl�Inc: are '--`a�ilable up -on —request ^ —.b—oth the /ront Agent `' and- this ti-c—ke.-te e r Initials of Purchaser/Purchaser's Agent acknowledging YARDS ON TRUCK /GALS TOTAL } DDED addition of water of Purchaser/Purchaser's OF WATER ADDED A "Agent request. 4 10 9 a 7 6 B 4 3 ] a ARRIVAL TIME ,START POUR TIME FINISH FOUR TIME I FC\/F . V1R TPhdF J_F_[�_ *, �r % r PURCHASER'S AGENT .••ti'!...vd •F PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET SOLD TO DELIVER TO t . Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED - THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE :313. li3O jb f-AT . - -h S A::,', 00 _ 60. JO: I Iyilri:yJ rJ I13 - - - , r-��irjAyP ' ._- �'(4E'L. - - - ��4aL�° �+� �' � )�!•! _ Truck # . Plant # Slump Due at Job Use of Concrete Calc'i@1602' Air Entr2in Super Plas. Drivers Name SUBTOTAL ❑ CONCRETE TESTED 'P t{{ tin TAX TOTAL Delivery Instructions Cr\rrsr.Frw\,c _ i 1, WARRANTY: TAWmaterials sold by Continental Fli Wa Materials Inc. (hereinafter "Continental") are warranted fear from the date of dp>very to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or mercfiantabifity or fitn9ss for any particular purpose. Continental's lia.Opity 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 installatior 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, damago 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, shalt 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 DATA: 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. CQUECTiON_C..O.._S7.S: Purchaser agrees to pay attorneys' fee, 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, Flori-a, 5. M X CODE/LOCATIONS: The purchaser agrees to order the mix needed byproduct code and accepts full responsibility to determine the location for the readymix concrete. 6, DEUVE._RY SITE NDITI_O..NS: 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 moist 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 besupplied 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 MWIMNM LOAD C.IARGE: 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.WA11ING 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.ENVIRIRONMENTAL 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 no es onsibor cnncrei�tosvitictvn:,s,u�- r 1. WARRANTY. Ttj materials sold by Continental FIo1TIrMaterials Inc. (hereinafter °Continental"') are warranted for rs o r from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written. oral or implied), including any warranty or merchantability or'fitnes7lor any particular purpose. Continental's liability Linder any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must ex�-nirie,hs,&riaterial upon delivery and before installation to discover any defects, latent or otherwise; and Continental will not be liable for and ether damages including, but not limited to incidental, indirect, consequential, special -or delay gamages, loss of profits, or any other damages arising out of the breach of any 0�ligations under this agreement. Purchaser further agrees that. no claims may be filed-zodd r 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 goodsj 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 resuif 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, Campensatory, 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, nogligence, 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 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest a1 1.59b per month. 4, COLLECT[ON 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...00AT.LO,NS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine tite location for the readymix concrete. 6. DELIVERY SITEONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser i 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 DELIVERYSITE: Where delivery of products is to be to an unattended site. Continental will not be liable for at ry loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shalt not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control "1ciuding but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental :s unable to complete delivery, of any part t,: an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the par; delivered pro rata at the wine rates as the whore of the order agreed to be sold and the same terms of payment. 9, (: UAN.IILiEs: 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.MINIMU.MLOAD_Qt ARUE: 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 tie 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 0-94. 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 o'r requested Continental to add any water, admixture or additive or where the Purchaser has mishandled tare concrete after delivery. 14.TECHNICALASSISTA ICE: 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. 15.5AFETY,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 mush be approved by an Officer of the Company. 17.TERM : 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 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. 1-OCT-2011 04:00 FROM:SOUTH rnOST 7723446042 T0:4626443 P.1/1 C=WMTE Op -imat mum ' I 1 111 11 i WEwo VMS olp ZILILEW �Ol L ter. �r,■w ,.�(ZL,,.,.�G:L.�� M& �1rr■r�..t �� Mmoor dw molaftshow9m DUHKE16BERGER engineering & testing, inc. foil Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6672 Lila Ct Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1108-0088 Date Tested: 9/28/2011 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 9/28/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) LaloratoryProctQr �v F1e1d;Tests: 1 Maximum Dry Density (Pef) Optimum Moisture (%) Dry Density Oct) Cone Resistance' (tsf) Moisture M Minimum Required Compaction (%) Percent Maximum Density (n/o) Test Results 1 12 112 13 111.1 --- 6.9 95 99.2 Pass 2 12 112 13 113.6 --- 6.4 95 101 Pass 3 12 112 13 111.6 --- 5.9 95 99.6 Pass Type of Field Density Test: r ASTM D 1556 ASTM D 6938 r 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: 2497 Moisture: 635 % EL tE a 'So> Tyke e r Elevation` ,� , Test�Iocat�on 6672 LilaRCt, Structural Fill t`' # 1 1 0-12 Front of house pad (footing subgrade)L 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: I— NGVD I— M SL r Other: Inches below top of footing or slab subgrade 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 cc: Client... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1) David T. Youustron `' Craig E. Dunkelberger, P Senior Projec ag SEP 2 8 20W FL Registration No. 499: The original of this report was signed and sealed by the registered engineer in accordance laule 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. ' Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer. Fort Lauderdale • Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.3) Progress Report PR 25 JOSEPH E. SMITH, CLERK -OF THE CIRCUIT COURT - SAINT LUC1,X COUNTY FILE # 3614521 OR BO(` '312 PAGE 853, Recorded 08/02/2011 i' 0:53 AM AFrPR RECORDING -RETURN TO', PERMIT NUMBER: T'hi, sp,c i. ,:vt•r.cd l` r, . ,,'di,y, i„lu r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PR OPERT'Y (Legal description and street address) TAX FOLIO NUMBER-1 3 0 6 —1 1.1 —0 0 01 —1>) 0 0 / (1 SUBDMSIOft,W_ayBBLUCIC TRACT' LOT BLDG UNIT 1 n1 V'Vo ('--k-. 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTION OF IMPROVEMENT single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S US1, 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, PSLj FL 34952 272-878-5511 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Statttes: T.Om Lee Spanish Lakes Blvd. Ft. Piercer FL. 90 01- NAME, ADDRESS AND PHONE NUMBER: 05 8. in addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration dale is 1 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/Office Owner's Authorized Officer/Director/Partner/Manager Slate of Florida County of S t- . r u d e ST The foregoing instrument was acknowledged before me this _day of /"'r4r .-LIB—, 20 / f ' By Matthew Lyle Wynne ,as //' e Res h&DqT (Name of person) (Type of authority ... e.g, Owner, officer, trustee, attorney in fact) For Wynne BUilding Corporation (Name of party on behalf of whom instrument was executed) Personally Known _!!!'_"or pr ynr or ni, DOROTHY ANN HAMER c e`': Notary Public -State of Florida � 5 My Comm. Expires Ott 2, 2012 I/aka-1}f`/ &w46 iFNE7C commission 0 OD 827096 (Printed Name of Notary Public) (Signature of o ary Public) ISl`: ��$(ft." Bonded Through NRlonsllt0esryAssn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). $ignaturt r Owner(s)' Authorized O er/Director/partner/Manager who signed above: By, BY R... omonomm..am;.o STATE Of FLORIDA ST. LUCIE COUNTY ; THIS IS TO CERTIFYTHAT THIS IS A TRUE AND CO?REC T COPY OF 'THE ORIGINAL. JOS E 1`1 TH,C -RK By: eputy CI'erk 1)aIe WN.'.-AE BUILDING CORPOMLY ION 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie September 19, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6672 Lila Permit # 1108-0088 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to 5 Oliva in our Golf Village park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 J ,' FJ2KfFi .i.�C.saGda'Y�7.u.T,C.w^'9V.Yd'iF:P"�Y.'f'',`y.';4.:v-u.�J.S"•r"7";"' :`'v77:,:i[w.Ys .'xSSar«3.'I'..^.'Yni'. "iti n3^i.•ci'_'4T•.`.f:a .CamC *1 "4°•- immur.S��LN:au,•^-^a' i.;.'F4+i•:d`t= ' E'L:'a ^t� a f :. I'Ian,RevieN' 1tJ• ©� ' *6 INTERN* _ _ , _ :Date:..•-= l6 :'e+►: =:'.:: REIDENM'CODE': ;.Valuation:' $ • -. Aivi''mu'A�A�rintxrcr r•-ri�trc.�:Fee:_r,:=;:.• '::� - 'A. �.. .�}, ,n! L:. - ^i S;�i. - 'J' :��'a"i,. :`+`•'.•:6:...`.}VrSi:i�,.L f::.,'1. -ca1� ,Yp; :.�. ;d..�."r.'•,,T .rr.,, :£w .., S." � g!, _kr.. ::,ir,.. _ :`ra3. _ ,5 . •_i.. ;rf....• .}...: :4f..-sT:!t4i't:rri �. K E1; iSb � T - r' 3. Q ., F1a.,.. -:, L' -fF�Vj 5i6 a.. ;:} J`.�#u ;i i.. '� 1. r?��,.. .•y:% � .::;r!. �. ;.' f? ^�Jdy:,. '�` . 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'4.. ��A_�4' ''1~"Y} �Y':M'A1 •K i3:?.i il.i k 5, r•• 1 - ti~ . - n' , `� � • �h (•S .INY- k ��• � �'' •'+:Aid ed�a �ntljG ieCr d A tah e liope eQ' a zicai n c1 'user 1d1` Gn e NY3,ei�-s eP e P i oCa fe' t Wit. I e s f nod o'se Siifss�e si i o q raP x f Is MOMI � pp�� J � � � 'dam' ' + T � �.�✓'� w^ �'4:. � • � t Z,;,!}rei�. �,imr�•.kist��ax3'a.�i'C�� CORRECTION LIST Code No. DESCRIPTION Section } y� Q. i i e • ' '; E No. DESCRIPTION Section��--- -2- ' bU(LUING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Tabl(' _ '11.2(1) unless Weathering area J re r' 4 noted otherwise) Floor live load R301.5) �/ 5 Frost fine depth i✓/R — (Table psf Termite area tff •� � y�� A 4/Y Roof live load (Table R301.6) -3 7 sf P Decay area — Ground snow load /►/ psf Winter design temperature Z _ Basic wind speed J '(O mph Ice barrier underlayment required %r' �� Wind exposure category (R301.2.1.4) Flood hazards 1 ✓ / 4 High wind design criteria applicable .(R301.2.1.1) 1 Seismic design category (SDC) [Figure R301. 2(2)] iv I SDC C&D provisions (R301.2.2) 1,1,64 ROOM PLANNING REQUIREMENTS (R303 through R305 EXTERIOR WALL LOCATION (R302) �A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) N Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Use it` Width I callincl I ceilin li trt rvaurrar venuiauun Living 120 7'-0" 7'-0 5'—D" a% floor area 4% floor area Dining 70 7`-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area bedroom 70 7'-0" 7'-0" 5'-0" 8%floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0"t 3 square feet 1V2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light fi 6'-6"min. over plumbing fixtures. a� Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SA IT TION (R306 and R307) //9' 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 sill height = 44" (R310.1- R310.1.4) �yM Private disposal (Appendix 1) /14 Window wells (R3t0.2) GLAZING (R308) N('A Exit balconies (R311.2.1) Identification (R308.1) Exit access or hallway �: 3' (R3fl.3) Louvered windows or jalousies (R306.2) — One exit from each dwelling unit (01f.4.1) I Human impact loads/hazardous ovations/— Exit�e�� ( "�— 6'R"-�(R3114 2,t (R308.3/R308.4) rt✓ Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) % Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 731411; minimum tread = 10" with � 3/4"-1r/;' nosing; minimum headroom = 6`8" i/ No opening between garage and sleeping (R31f.5) room (R309. i) /V Landings for stairways; minimum dimension _ Opening protection (garage to residence); 36" (R311.5.4) 0a" solid wood doors, 20-minute fire -rated VIP Special stairways (R311.5.8) doors (R309. 1) N M Penetrations (R309.1.1, R309.1.2) Ramp slope (1:12 maximum) (R311.6) /N jQ Ramp landing, minimum 3' x 3' (R311.6.2) Garage -dwelling separation;'/Z' gypsum /,d Ramp handrails; one required if slope > 1:12 board on garage side, except %11 Type X re- (R311,6.3) quired below habitable rooms (R309.2) -3- Under stair protection (R3i1.2.2) -IV L LIfvu UIVII _"� I Iv1r `11 1.I Handrails; required on c de of stair, hand- rail height = 34" to 381,; Type i or Type It grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5 7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor su' faces > 30" above floor; 34'-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) Two-family di, gs: 1-hour fire-resislance rating (R317. Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) //� ► °7- Continuity (R317.2J) Townhouse parapet (R3172.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (11318) Location and interconnection (R313.2) __ Required (R318.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v Protection required (Table R301.2(1), R319.1, 451 Labeling (R314.2) Quality mark (R319.2 and R320.1.1) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) iN,SUULLATION (R316) t/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) �WS __4 Premises identification (R321.1) ACCESS 9ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) tV 0 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) / General (R324.1) / L'_4 Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) MATERIALS FOUNDATIONS (Chapter 4) /(R402) �! Wood foundations (R402.1) �' 0 Sill plate bolting in concrete/masonry ='/Z' di-ameter bolts or as required for unbalanced rill 7f Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7/1 embedment (R403.1.6, Table WTI NGS-(R� 03) -------------------------------------i41F84�{>2T! Soil bearing value (R401.4, R403.1) (7-5 -"O Footings adjacent to slopes (R403.1.7) . __5�ooting width (seepage 5) Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing projection = 21, minimum, but S footing thick- ness (R403,1.1) Footings in SOC.0 or (R403.1.2, R403.1.3 and R403.1.6.1) Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls d' (R404.1,1, R404.1.2) -4- SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(i) - R404,1(3) and Tables R404.1.1(1) - R404.1,1(5)] Far sl: 1 inch = 25.4 mm, i pound per square fool = 0.0479 kPa R. 9 Width is 17 inrhPs a siogie ache of solid or Fully grouted 12—inch nominal concrefe masonry units is permitted FOUNDATION WALLS (cont'd.)- Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal.wall thickness [Tables Anchorage R407.3 R404.1(1) - R404.1(3) and Tables R404.1.1(d. g ( ) R404.1.1(5)j Wood columns ( minimum 4" square) (R407.3) Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] Steel columns (minimum 3" diameter, standard Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R406.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade'` (R405) Soil class (Table R405.1) Removal of debris (R408.5) Dampproofing if basements are below grade* . Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table' (R406.2) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing (I. minii�"n - masonry or concrete) and lapped joists (311) Species and grade (R502,1) (R502.6, R502.6.1) Joists — Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(7)] R502.7.1) Joists — Nansleepping areas, LL = 40 psf Drilling and notching (R502.8) -T— (Table R502.3.1(2)) f -- — Cantilevered joists [Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)J Framing of openings (R502.10) Girder spans and header spans for exterior bearing walls [Table R502.5(1)) Wood trusses (1R502.11) Girder spans and header spans for interior bearing walls [Table R502.5(2)] Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- - •1 Allowable span (Table 1?5 ^ J' End joints (R503,1.1) 0 I ttL t-LUL)K rrimmoov ki w—) Cold -Formed st( ,oplicability limits; in -line framing (R505.., WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) Material (R505.2.1) Thickness (R503.2.1) Identification (R505 2.2) f- Allowable spans (Tables R503.2, 1. 1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)J Fastening (R505.2.4) Installation [iable 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Floor construction (R505.3) CE FLOORS (ON GROUND) (11506) Thickness: 3112" minimum; Concrete strength j(R506.1) ns ---------- uPpo . • prepat rU. _ — I I J rrrrca1 L.7 -- fill = 8 maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) /(R506.2.1) Base course: 4" thick with maximum 3/4" gas_ course: 4" raded with 2"maximum gravel or'/z ` crushed stone R504.2.1 g j ( ) aggregate (R506.2.2J Moisture barrier: placed over base course L/ Vapor retarder (R506.2.3) (R504.2.2) • Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RAL�fi01) _sign (R601.2) Component and cladding wind loads [Table P 9 �t11.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)J - %�.�- Exterior walls (R602.3) Stud spacing (R602.3.1) 114"l'� Interior load -bearing walls (R602.4) �V. ) "' Fireblocking (R602.8) % (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) l�, (,,�- SDC D (R602,10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) ---. - -- - — -- ----General-(R603:'1- �'i' f� Interior nonbearing walls: 2" x 3" at24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) /'y Drilling and notching — studs (R602.6) % `y f '" Drilling and notching —top plate (R602.6.1) /V S ,`o Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2J Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) ct Corrosion protection ( R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) ,]n GrlII II]VU `I\VUY aIIU I%UUJr _ Wood structural panels (F - Particleboard (R605) MASONRY CONSTRUCTION (11606 - R610) _ General design (R606) SDC C and D (R606.12) L/ Unit masonry (R607) 1t/ % Multiple wythe masonry (R606) (' Grouted masonry (R609) P" A_ Glass unit masonry (R610) INSULATING CONGHE I t ruKiw WALL CONSTRUCTION (R611) , - , General design I , .1 and R611.2) Type of ICF wall design (R611.3 - R611, 5J Construction requirements (R611.7 - R61 i.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION �612) /4- Design basis (R612.1) WINDOWS & DOORS (R613) General; wlndaw silts; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) r Wood shakes and shingles (R703.5) Plaster maternal (R702.2) Stone &masonry veneer (R703.7 &Figure taster support (R702.2.1) R703.7); Steel angle lintels-4" minimum bear- �� Gypsum board material (R702.3.1) ing each and (R703.7.3) U.S. Gypsum board support, application and fas- (�' Veneer ties: #9 U.S, gage wire or422 tening (R702.3.2 - R702.3.8) gage by corrugated metal; 24" o.c. maxi: mum horizontal spacing; 2.67 square feet Ceramic the ( ) R702.4 maximum area supported (wind> 30 psf and Other finishes (R702.5 and R702.6) 5DC C or D, maximum area = 2 square feet) (R703.7.4.1) - EXTERIOR WALL COVERING (R703) 7 Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) V Exterior insulation finish systems (R703.9) Wood siding (R703.3) y`� Fiber c8ment siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) `y (� Fire -retardant -treated wood (R602.1.'t{ Framing details (R802,'.I ,V (A Rafter tie (4' o.c.) (R802,3.1) Collar ties (4' o.c., in upper third of attic) (R602.3.1) / /" ( Lateral support and bridging (R802.8) w � �' _Framing of openings (R802.9) ` ✓� Wood trusses (R802. 4.6. ---Job Roof tie -down (R802.' . 9 CEILING JOISTS [Tables 11802.4(1), R802.4(2)] 4UZ•�" - - - --- --- ftouat an -toragetL --1 GO With attic storage LL = 20psf �- Spacing species Grade �l � Purlins (2" x 4" at 4' o.c. minimum) . i 1.2-11 ______ Span (Figure 0 ..'z 3.1 Size �10 Bearing (002.- 'L.I4 ) A-f 7 Cutting and notching (R802 : 1. 6 Engineered wood products (R602.'x, 6 -7- RAFTERS [fables R802.5.1(1) - R8 1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species -Grade Span Size He/HR; Adjustment factor STEEL ROOF FRAMING (P General (R804.1) Structural framing (R804.2) Material (1?804.2-1) dentification (R804.2.2) / Corrosion protection (R804.2.3) ' Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806,Z V7 GG Thickness ATTIC AG S (R807) Z-AlIc TW allowable stresses/gradingAccess requirements (807.i) wable spans (Table R503.2.1.1(1)] 803.,E INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF GL 51FICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) f f�` Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical -. - characteristics-ideritificaiion _[g904.2 -_ R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) ;1, ! /4- Wood shakes (R905.8) ��L It -up roofs (R905.9) panels R905.10) Metal roof ( P /11" M Modified bitumen roofing (R905.11) F' 1,4 Thermoset single -ply roofing (R905.0) 4/& Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) 14! Liquid -applied coatings (R905.15) R„OOOF' I_ LATION (KUUb) General (R906.1) REROOFING (R907) Clay and concrete file (R905.3) Materials and methods (R907.1) J 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) -B- MASONRY FIREPLACES (R1001) Construction (Figure RiWi.1 and Table R1001.1) SDG D reinforcinglanchorage (R1001.3 and Spark arrestors (R' 9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstallation (R1003,11 and R 1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and/ Flue area (appliance) (R1003.14) R 1001.6) Flue area (masonry fireplace) CRIO03.15) Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001 11) r'himnevcrickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table Ri001.1, R1003.2, R1003.3, and Figure R1001.1) J Corbeling (R1003.5) Changes in dimension (R1003.6J Y - Addidonal load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (131004) Labeled and listed (R1004.1) A �./ Installation (R1004.2) % FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) r Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Building envelope (N1102) Compliance; material and equipment (N110f.2, IV1101.3) Mechanical systems (141103) c/ Climate zone (Table N1101.2) 'See energy conservation plan review record — --- MECHANICAL (Chapters 12.23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) 1�- j�pliance installation (M1307) Heating and cooling equipment; heating g¢) /and cooling load calculations (Chapter ,/ Exhaust systems (Chapter 15) QUGt systems (Chapter 16) /'✓ ( Combustion air (Chapter 17) In I Chimney and vent location and terminations (Chapter 10 and Chapter 18) / r pecial fuel -burning equipment (Chapter f9) �rJ oilerslwaterheaters (Chapter20) /., /%�_ Hydronic piping (Chapter 21) A/ � Special piping and storage systems (Chapter _ 22) Solar systems (Chapter23) ,7'✓ Penetrations of fire -resistance rated assem- blies (R317.3) Application (G2401,1) General regulations (G24i at) Pipe sizing (Ge Piping materials (G2414) Appliance location (G2406) requirements (G2407) 1�*Air installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G241o, G2411) 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. Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1) .` Sumps and ejectors (P3007) l�✓ Listed plastic materials (P2608) Backwater valves (P3008) I/ Plumbing fixtures (Chapter 27) %i' '� Fixture traps (P3201) f✓ Water heater size and location (Chapter28) A/ i, Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- blies (E3302.2) Feeder requirements and load calculations (E3604) Listed and labeled materials (E3303) 3 firing methods (Chapter 37) 5vic equipment and location E3501, t/ Required lighting and receptacle outlets er a 3506) (E3801, E3803) 6, Service size and load calculations (E3502) / Devices and lighting fixtures (Chapter39) Available fault current (E3506) i" i Appliance installation (Chapter 40) System grounding (E3507). IV Swimming pools (Chapter..41) - -Required b�ancN clPcults (€3683)- - -- — - �Class 2remote-control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /V I4 ,Provisions adopted (R102.5) - Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) IV114 Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (R10^ r" endix G verified Compliance wi,' p PATIO COVERS (Appendix H) c adopted (R102.5) Compliance with Appendii verified PRIVATE SEWAGE DISPOSAL (A ndi t adopted ( 5) C lance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (AVendixJ) �d- c%��_ r'nm_pfiance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES. -11- EE S1',. ucie County Building '& ZoniLt, U . 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldina Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax 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 . Plumbing & Supply Co. 19150 CFC057672 H'VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofincr & 2F(,(17 Waterproofina. LLC (CC1329592 Gas PERMIT ISSUE ATE: NUMBER: NOB ` O00 D ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C;?Oq.5 State of Florida Certification Number (If applicable): o,) dC7 ri C% !4 61 -- S 4- L ,^C i nC , have agreed to be the (Company Name/Individual Name) e leCf rica I sub -contractor for ✓1 V D r CV(P- (Type of Trade) (Primary Contractor) for the project located at Gun 9, \. o C� . (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATUR�E,S✓ARE RE UIRED S GNATURE PRINT NAME DATE Business Name: Address: L0 % UJ • 2�-1� oOd u City/State/Zip: T • Pi �. _/ C.P 1- �.. LIA Phone: -7 7cZ — �%%�— (p�Zt�o (o email: OFFIC F. I TSE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORIOP 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 -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at uo �p % \'�-&CL l arlsz-t - (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) ORIGINA 'IGNATURES ARE REQUIRED Robert A. Case c` SI NATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . F�O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q ?, R R State of Florida Certification Number (If applicable): c A c n 2 4 717 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 �cu l I �\Ci C,-\,v- - (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 SIGNATLiRES AIZE REQUIRED Barry SIN PRINT NAME Zimmerman DATE Business e: Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: OFFICE USE ONLY: email: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing .& Waterproof inq, LLC have agreed to be the (Company Name/Individual Name) uoofi nca sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at Wri a \ - ��• (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AItE REQUIRED 44. Andrew Kriska <z M\\ — IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # I ISSUE DATE ST.'LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: ('('Vj-�'\a Oc- • #1306-111-0001-000.10; 6/7 34 3_9 all thatpartlying (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. A Property Owner Name O Property O,ivi�erSignature < Date STATE OF FLORIDA, COUNTY OF St. Lucie ST ACKNOWLEDGED BEFORE. ME THIS / DAY OF S' , 20-a BY Matthew T.y] p W)znnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED 4911, 0,'_M SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. ' +W.2mmm. TYPE OR PRINT NAME OF NOTARY (SEAL) •(,PAY pia,, DOROTHY ANN HAFNER Notary Public - State of Florida « My Comm. Expires Oct 2, 2012 Commission # DD 827096 o; °'�O ��P�, Bonded Through National Notary Assn. U M1 MiTek POWER TO PERFORM." L -� Lumber design values are in :accordance with ANSI/TPI 1-2007 section 6.3 These truss designs -rely on liumbb.0e values established by others. RE: M11311 - Grand Carlton 9' Porch Site Information: Customer Info: Wynne Building Corp Lot/Block: Address: n/a City: St. Lucie Project Name: Grand Carlton- 9' porch Subdivision: State: FL MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Model: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date I No. S—ea l# Truss Name_ Date 1 1 T4134019 I A5 7/26/011 118 IT4134036 1KJ8 7/26/011 L2 I T4134020 I A6 17/26/011 I I I 1 I 1 f 1 FIL 13 I T4134021 I A7 17/26/011 14 I T4134022 I A8 17/26/011 15 T4134023 _ I A9 17/26/011 16 j T4134024 I A 17/26/011 17 I T4134025 I G RA 17/26/011 18 I T4134026 I GRB 17/26/011 19 I T4134027 I J 1 17/26/011 10 I T4134028 I J2 17/26/011 Ill I T4134029 I J3 17/26/011 112 I T4134030 I J4 17/26/011 113 I T4134031 I J5 17/26/011 114 I T4134032 I J6 17/26/011 115 I T4134033 I J7 17/26/011 116 I T4134034 I J8 17/26/011 117 I T4134035 I KJ7 17/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. ,111111111111/I PQU 1 N VFW 68182 r � STATE OF 0 FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 ` Job y Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134019 M 11311 A5 SPECIAL 9 1 Job Reference (optional) CharrLbers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Tug Jul 26 10:33:48 2011 Page 1r 0-q 7-8-5 10.6 4 17-0 0 20 4-8 26-4-0 34-0 0 1-0- 7-8-5 2-9-15 6-5-12 3.4-8 5-11.8 7-8-0 1-0 Scale = 1:61.3 4.00 12 5x8 M1120= 6 2x3 M112011 2x3 M1120 11 3x6 M1120-- 7 3x6 MII20-- 2X3 MII20z: 4 5 8 3x4 M1120-- 3 9 2 14 10 11 (j1 7X10MII20= 15 I 6 16 0 3X10 M1120% 13 12 3x6 MII20-- 5x10 M1120= 2x3 M 1120 11 2.0012 10-6-4 20.4-8 26.4-0 34-0.0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (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 MTek 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, I LL 9-10=-3169/1750 u0py 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, 9-12=0/252 NOTES ,,v,I1�11ff11,E 1) Unbalanced roof live loads have been considered for this design. , N VF4 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 0031 ...... • 1�� DOL=1.33 plate grip DOL=1.33 E N ,� Q ' • s� 3) This truss has been designed fora 10.0 bottom chord live load with any other live loads. �; •�,� S�`••? �� psf nonconcurrent 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.Opsf. N 68182 5 Bearingat joints 2 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify capacity ot: •� 1 () P 9 9 9 9 9 9 fY aP tY bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ct=lb) 2=858, .4 10=858. 113 T O F 4/ LOAD CASE(S) Standard �o'�ss E�,`�� ► N A' FFL Cert. 6634 July 26,20 AIAL WARNING- Ve lflI design parameters and REdD NOTES ON MIS AND INCLUDED W EK REFEREMB PAGE D91-7473 reu. 10-US EEFORE USE. a Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for on Individual building component. � Applicability of design poramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respombillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ♦-------N.- fabdoaflon, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job - Truss Truss Type City Piy Grand Carlton 9' Porch T4134020 M11311 A6 SPECIAL 1 1 Job Reference (optional) CharrLbers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1-0- 8-11-11 15-40 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 -0-0 Scale = 1:62.6 4 00 F12 Sx10 M1120� 5x6 M1120- 5 6 2x3 M1120Q 3x6 M1120-- 3x4 M1120zz� 3x6 M1120-- 4 3 7 8 2 14 � 1 9 � 10Im 6x8 M1120= 13 9 3x4 M1120= 12 WO MII20= G 11 3x6 MII20� Us M1120= 2x3 MII20 11 2.00 F12 t 10-6-4 1s-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 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/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(rL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (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. L ""' P'11 FIL� CW TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7= 2330/1402, 7-9= 3059/1811 T BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111! 11I,� 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 �� k3l N V DOL=1.33 plate grip DOL=1.33 e`,1 ,� Q F � P j ., 3) Provide adequate drainage to prevent water ponding. .•....... �� O • .G E N • SAC`'•? 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ; �,� �, 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 •� o 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity Olt * 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, ^ .� LOAD CASE(S) Standard �� h` Q •'��, , • 1 Q . •.\1,, 18111111 FL Cert. 6634 July 26,20 ® WARMNG - Verrjlj d stgn p—au iers and READ No7ES ON7377S AAlD INCLUDED M7EKREPPJWXCE PAGE AHI-7473 reu. 10-'08 BEFORE USE. 6 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 budding designer -not truss designer. Bracing shown is for lateral of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek" support erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding _...— I—ra- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job - Truss Truss Type City Ply Grand Carlton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 131 21-0-0 264-0 34-0-0 5-0- 1-0- 8-11-9 4-0-7 8-0-0 5-4-0 7.8.0 1-0- Scale = 1:62.6 4x8 MIIM0 48 MII20-- 4.00 12 4 5 2x3 M1120,� 3 3x4 M1120-- 6 2 11 1 7 8 n 7x8 M1120= I 3x10 M1120= 10 0 9 3x6 MII20-- 5x12 M1120= 2.0012 2x3 M112011 r 10.6-4 13.0.0 , 20-4-8 26-4-0 34-0.0 10-6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4-4 Ed a :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid 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(rL) -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 FBC2007ITP12002 (Matrix) Weight: 146lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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 Aft BOT CHORD 2-11= 3012/5002, 10-11=-1821/3184, 9-10_ 1601/2801, 7-9=-1601/2801 FIL uopy WEBS 3-11=-284/421, 4-11 =- 1309/2342, 4-10= 1032/675, 5-10= 116/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design, 111111 ,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 e"� U N V III DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. G ,�� Q • ' Q EN '•• �� ; • SAC`'•? 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \,� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI1rPI 1 angle to grain 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 (jt=lb) 2=890, .Q 7=889. F :. LOAD CASE(S) Standard i� �` P • _�� ice, 0 S • l �� ,`� 'J#S N E,. q, 110 FL Cert. 6634 July 26,20 ®WARMNG - Verify design parameters and READ N07ES ONTHIS AND INCLUDED M(TEK REFERENCE PAGE Mil-7473 rea. 10-'OS EEFORE USE. Design valid for use only wflh 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 Individual Additional temporary bracing to Insure during is the responsibility of the MiTek' is for lateral support of web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowma o..•,aAK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134022 M11311 AB SPECIAL 1 1 Job Reference (optional) Chargbers 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 5-0- 1-0- 8-1 1-9 2-0.7 4.8.4 4.8.4 2-7-8 3-1-3 7-10 13 Scale = 1:62.6 5x6 MII20= 2x3 M112011 5x10 MII20-- 3x4 M1120= 4.00 F12 2x3 MII20,� 4 5 6 7 2x3 MII20ii 3 FUl 8 0 1 2 13 9 10 N 1 16 7x8 M1120= 0 6 3x10 M1120= 12 11 3x6 M1120-- 2.00 F12 5x12 M1120= 3x4 M1120= 10-6-4 2D-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/dell L/d 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(TL) -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/TP12002 (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=130510-8-0 Max Horz2=-107(LC 6) Max Uplift2= 902(LC 3), 9— 902(LC 4) TOP CHORD 2-3=-5324/328213-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. '32=1L2" 7-8=-2623/1654, 8-9=-2960/1878 COPY BOT CHORD 2-13=-3086/5036, 12-13= 2118/3556, 11-12=-1324/2454, 9-11— 1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111 / 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber U I N DOL=1.33 plate grip DOL=1.33 � �O Q of �� 3) Provide adequate drainage to prevent water ponding. I— 3 • �i �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� , F•••• 5) *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 o i between the bottom chord and any other members. N 68182 s 6 Bearingat joints 2 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify capacity olz * •� 1 () P 9 9 9 9 9 9 fi' aP tY 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, .� 9=902. O F d • LOAD CASE(S) Standard �� .•h` Q . ��v` Ile FL Cert. 6634 July 26,20 AWAIMNG-Verljljde lgnparameters andREADNOTESONTBIS AND INCLODBDbUTEKREFERBNCEPAGED97.7473 ren. 10-'08 BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an individual building component. �. Applicability of design paramenters and proper incorporation of component is responsibility of bulding designer- not truss designer. Bracing shown is for lateral of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" support 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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qly Ply Grand Carlton 9' Porch T4134023 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1-0-Q 9-0-0 14-8-14 , 20-4.0 , 25-o-0 , 34-0-0 85-0-0 1-0 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 4.00 12 7x10 M1118H-- 3 4 5 6 n1 2 7 8 n 0 Im 0 3x5 M1120% 14 13 12 11 10 9 36 M1120-- 3x6 M1120= 3x4 MI120= 5x8 M1120= 2x3 M112011 2x3 M 1120 11 3x6 M1120= 9-0-0 14-8-14 20.4-0 25-0-0 34-0-0 i 9-0-0 5-8-14 5.7-2 4-8-0 9.0.0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 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(fL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(fL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 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=41O(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. _4W& 0 MI& y TOP CHORD 2-3=-1159/711, 3-4=-491/387, 4-5=-382f760, 5-6=-382f760, 6-7=-269/199 I L P BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11=-1362/875, 5-11— 293/254, 6-11 =-1 054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111111 // 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 U N V DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. �� ♦♦. PQ • F� ♦ E• N �.••�,�C' S'�.•• 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitZ N( 68182 •� between the bottom chord and any other members. _- * : 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=533, _ 11=948, 7=365. = �. cc LOAD CASE(S) Standard O :• T O F . �IJJ ��i S ''.. .••� ``` FL Cert. 6634 July 26,20 WARNING - Ve 4fij deign pa .m i sand READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MfI-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. Nil Applicability of design paramenters and proper incorporation of component is responsibility of bulding designer -not truss designer. Bracing shown is for lateral of individual web members only. Additional temporary bracing to insure stability during construction isthe responsibillity of the MiTek' support erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding �owca,n •cn�oa a- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134024 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 a 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 35.0-q 1-0.0 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 4x5 M1120= 4.00 12 6 19 2x3 M112011 18 2x3 M112011 3x6 MII20% 5 7 3x6 M1120zz: 3x4 M1120% 4 8 3x4 MII20-- 3 9 2 10 11 16 15 20 21 3x8 M1120= 17 13 12 3x8 M1120= 4x6 M1120= MII20= 3x8 M1120= M 2x3 MII2011 3x8 I20= 2x3 4x6 M1120= 1 I2011 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/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(rL) -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 mmi"' BOT CHORD 2-17— 1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, F L E COPY 10-12=-1633/3154 WEBS 6-14= 584/951, 7-14= 298/327, 9-14— 560/479, 6-15=-584/95115-15=-298/328, 3-15= 560/477 NOTES 1) Unbalanced roof five loads have been considered for this design, ti 11111 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber ♦��,�u I N ` DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for 10.0 bottom live load live loads. ! ♦ Q OP: •' C� ,��i a psf chord nonconcurrent with any other 4) • This truss has been designed for alive load of 20.Opsf the bottom chord in all areas where a rectangle �-', •' G•E•NS 3-6-0 tall by 2-0-0 wide will fit ' •? on between the bottom chord and any other members, with BCDL=10.Opsf. �� ,•• �,� 1�1• N 68182 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=880, ► * •� 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 Ib up at 15-0-0, _ and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. •� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •� T OF : LOAD CASE(S) Standard • .•� �•.•• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) s� \ %� �j� lSs • • • • • •' Vert: 1-6=-54, 6-11=-54, 2-20=-20, 20-21=-60, 10-21=20 �� o�, N A` Concentrated Loads (lb) �11 Vert: 18=-50(F) 19=-50(F) FL Cert, 6634 July 26,20 ® WARMNG - VeHfij deslgn pararnd� and READ NOTES ONTRIS AND 1NCLUDED b111TW REFERENCE PEGS MI-7473 ran. 10 'OS 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 ♦pW6R •p w6wfpRM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonna8on available from Truss Plate Institute, 781 N. Lee Sheet Suite 312 Alexandria, VA 22314. Tampa, FL 33610.4115 Job - Truss Truss Type aty Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 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 r1-0-Q 8-0-0 11-1-0 17-0-0 18-6-0 22-2-2 2%0-0 34-0-0 35-0-q 1-0.d 8-0-0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0.0 1-0- 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 15 18 2 21 10 a 2 22 23 �31 I�; 0 3x5 % 29 28 27 26 25 24 3x5 o 3X5 3X6 = 7x8 = 3x6 = 5x6 = 6x8 = 8-0-0 11-1-0 18.6.0 26-0-0 34-0.0 8-0-0 3-1-0 7-5-0 7-6-0 8-0.0 Plate Offsets X, 2:0-3-14 0-1-8 , 3:0-4-12 Ed a 21:0-4-12,Ed e , 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 Stresslncr NO WB 0.72 HOrz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 113 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 MTek 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 Horz 2= 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2— 393(LC 3), 27=-1384(LC 5), IM 'miLr. 26= 1697(LC 4), 22=-711(LC 4)12 Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), COPY 26=2446(LC 1), 22=882(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-5101774, 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, `111111111111 18-20= 1733/1453, 20-21=-1733/1453, 21-22=-1859/1334, 4-6=-140/290, 6-9=-99/356, � N VF�cc 1282/7344127-28=4282/344726-2 93688/581, BOT CHORD 2-29= 342/438,28-29 25-26=-354/461, .,,�OPQ1j 24-25=-354/461, 22-24= 1144/1704 `�� ' •.•�\ G E N S�.•? �i� WEBS 3-29— 523/811, 3-27=-145211126, 5-27=-526/667, 5-26=-482/421, 13-26=-832/710, i 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 N 68182 NOTES 1) Unbalanced roof live loads have been considered for this design. -Q 141 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 �O :• T O F : �lU` 3) Provide adequate drainage to prevent water ponding. o T •,.�` Q •• _ � 0i� �,.•� 4) All plates are 2x3 MT20 unless otherwise indicated. \ �% 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �j� lssl .... • • psf o� 6) * This trussr a live load ofsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �I�1 N A` � the bottomchord and members 11 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 Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 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. ® WARNING - Ve:rlfi design paranxdera and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rea. 10-'08 BEFORE USE. Design valid for use only with Welk connectors. fiis design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of bulding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stablity during construction Is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingn- fat,20 on, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610.4116 Truss I Truss Type I oty I Ply I Grand Carlton 9' Porch M11311 1 GRA I HIP T4134025 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pff) Vert: 1-3=-54, 21-23� 54, 2-29= 20, 24-29=47(F= 27), 22-24=-20, 3-11 =- 1 26(F=-72), 11-21= 126(F= 72) Concentrated Loads (lb) Vert: 29— 641(F) 24=-641(F) 00I N 1 /VF s N 68182 �. :9 T OF • 10 , r� N A� �►�aC %% FL Cert. 6634 July 26,201 A& WARMNG - Verfij design paxtmetcrs and READ NOTES ON THIS AFM INCLUDED Ef =REFERENCE PAGE JMY-7473 ram. 10-US EEFORE 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 individual Additional temporary bracing to insure during construction is the responsibillity of the MiTek" support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowen,n vrcronw fabricafion, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 Job Reference (optional) Charhbers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page rt-0-q 7-':0 , 1M-14 , 20.4-0 , 27.0-0 34-0-0 35-0-0 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 �1 2 8 9 w Im 0 6 3x6 M1120% 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 M1120= 3x4 M1120= 7x8 M1120= 3x6 MI120= 2x3 MI12011 7-0 0 13.8-14 20-4-0 27-0-0 34-0-0 790 6.8.14 6-7-2 6.8-0 7-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 X4 SYP No.3 WEBS 1 Row at micipt 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. m"BlLgm TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7= 908/1584, 7-8=-1040/595 COPY BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13= 1177/2012, 10-12— 462/972, 8-10=-454/934 WEBS 3-15= 1491784, 3-13= 8621552, 4-13=-82/779, 4-12=-3806/2345, 6-12= 809/766, 7-12=-2675/1602, 7-10=-1381762 NOTES 1) Unbalanced roof live loads have been considered for this design. I 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 0.01 ........ ,% DOL=1.33 plate grip DOL=1.33 �- G E N •• e/ 3) Provide drainage to `S�`••? /e adequate prevent water ponding. �� ,•� �� • 4) All plates are MT20 plates unless otherwise indicated. ee 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N( 68182 :• 6) , This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fiL * :� between the bottom chord and any other members. % 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint 1 and 459 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, 0 =• T O F provided 115 lb down 128 lb up 9-0-12, 115 lb down 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 and at and �i/ lb up at 15-0-12,115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 115 S Q,.•� \ �e • Q lb down and 128 Ib up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 1461b down and 147 lb up at 27-0-0 on top chord, and /�/ lSsi • • • •' �� \ 437 Ib 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 �/� O N p�-`G o�%% 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 11 196 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 Cent. 6634 LOAD CASE(S) Standard July 26,20 Continued on page 2 ® WARNING - Vertfy design parmoet. and READ NOTES ON THIS AND INCLUDED WTIRK REFERENCE PAGE M/I-7473 n . 10-'08 BEFORE USE. ! a Design valid for use only with MiTek 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 miss designer. Bracing shown for lateral support of individual web members only. Additional temporary bracing to insure stabllity 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 F.--r -_- fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 312 Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch 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 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert:1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=437(B) 10=-437(B) 16_ 115(B) 17= 115(B) 18=-115(B) 19=-115(B) 20=-115(B) 21=-115(B) 22= 115(B) 23=-115(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) RUN `+�11111111///I �,•� QU 1 N G�ENS�.F� N 68182 T 111 FL Cert. 6634 July 26,20 A TAARAQAft' - VeHfij de lgn parmect— and READ AT07ES 01117711S AAm INCLUDED )U7EKREFERENCE PAGE L171-7473 rep. 10-M 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. Lei I, gicablilty of design paramenters and proper incorporation of component Is responsibil8y of building designer -not truss designer. Bracing shown Ls 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 p v6pm PEgipN a• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 M11311 MONO TRUSS Fort Pierce Fl. 34982 7.140 s Oct 1 2009 -1-0-0 1-0-0 1-0.0 1-0.0 Rnfne fn ►IRGTnlr "Tf1F_N All " n t.;i f— —n—N— fn 3x4 M1120= Scale = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) ' -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrc(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 5 lb LUMBER BRACING TOP CHORD 2 X4 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) ILM FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. '�021LE COP T 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. %tJ 11 � 1 � 1 1 i1 f, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. ,�� 11 I N I� LOAD CASE(S) Standard FL Cert. 6634 July 26,20 © WARNING - Veefjl,J design parameters and READ NOTES ON THIS AND INCLUDED IYETEK REFERENCE PAGE b7II•7473 rev. 10-108 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. WEI Applicability of design paromenters and proper incorporation of component Is responsibility of binding 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 resporuibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the binding designer. For general guidance regarding a"A"P""Rw fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll 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 Truss Type I Oty I Ply I Grand Carlton 9' Porch M11311 I J2 I MONO TRUSS 34982 7.140 s Oct 1 20D9 MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 -1-0-0 2-0-0 1-0-0 2-0-0 Scale = 1:7. 3x4 MII20= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(rL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplift2=-165(LC 3), 3— 34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. FILL Cuti 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. ,t1 `111 lt 11111, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. ,fit+ t1 I Kl V �I� LOAD CASE(S) Standard i N 68182 � r r :9' T OF 1 J v 44/ • FL Cert. 6634 July 26,2( A WARMNG - Ver(f1j do lgn parmneter9 and READ NOTES ON IRIS AND INCLUDED Aff=REFERENCE PAGE MI-7473 rev. 10208 BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of buiding designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stabllty 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 regardingfabrication, quality quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 lJob IM11311 1,13 MONO TRUSS 9' Porch 1-0-0 3-0-0 3x4 M1120= 2610:33:59 2011 Scale = 3.0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(fL) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 11 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz2=92(LC 3) Max UpIA3=-48(LC 4), 2=-204(LC 3) 0"1" E COPY 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. `III111111/11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 Ib uplift at joint 2. `% II I KI �I� LOAD CASE(S) Standard PQ �Fl ''%, i N 68182 • • T F ,•',ass; �� % N A� ��Ca 111 FL Cert. 6634 July 26,20 Q WARNING . Vertfg d-1_q. parameters and READ NOTES ONT FUS AND INCLUDED NITEK REFERENCE PEGS MI.7473 rev. 10-US EEPORE USE. o Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. � Applicability of design poramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding IOWLRm rLRfORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4116 �M11311 MONO TRUSS Qty I Ply I Grand 34982 -1-0-0 4-0-0 1.0-0 4-0-0 3x4 M1120= 7.140 s Oct 1 2009 Scale = 1:11.21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) 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 PY 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; FR low nsek er ---� 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 87 lb uplift at joint 3 and 215 lb uplift at joint 2. ,�� i i I KI LOAD CASE(S) Standard i N 68182 r � r ""0• ��La r T OF aNAi-E�C�• FL Cert. 6634 July 26,20 A WARAIINC - V.Hfij dsLjn parm to and READ NOTES ON TTITS AP D INCLUDED Bff EK REFERENCE PAGE M1•7473 ran. 10-108 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 respons billity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1— — 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 Taus Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4116 Job ' ITruss M11311 MONO TRUSS Chagnbers Truss Inc., -1-0-0 5-0.0 ' 1-0-0 5-0.0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(fL) -0.06 2-4 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 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. Scale = 1:12.9 PLATES GRIP M1120 249/190 Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FILE L41;OPY 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. 0j1111111//11, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint , �� (DLv, N 2. LOAD CASE(S) Standard • N r r s 68182 % r � r T li, r OF 111111111 FL Cert, 6634 July 26,2( A WARNING - V-4jij d—ign p—an fe and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI n . 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. tag Applicability of design paramenters and proper incorporation of component is responsibility of bulding designer - not truss designer. &acing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding n fabricafion, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Crileda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Truss ITruss Type IOty 9' Porch M11311 J6 I MONO TRUSS Chaplbers Truss Inc., Fort Pierce FI. 34982 1-0.0 6-0.0 3x4 M1120= 10:34:01 2011 Scale = 1:14.51 6-0-0 6.0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert( I-) -0.14 2-4 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 20 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) "miLow COP'" Max Gmv3=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. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,�� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at joint �� 01 IN . 2VFW �i�i LOAD CASE(S) Standard %%%%'� .;,x G E N 5+�.�� 4. i • N 68182 'ricz T OF FL Cert. 6634 July 26,2( WARNING - VeHfij design paranbd s and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCEPAGE MI1-7473 raa. 10-'08 BEFORE USE. Design valid for use only with MRek connectors. ]INs design Is based only upon parameters shown, and is for an Individual building component. NEI Applicability of des gn paramenters and proper inco poration of component is responsibility of building designer - not miss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stab0lfy during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1-m I6F{ONM.- fabricatiom 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 Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Truss ITruss Type IQty IPly I Grand Carlton 9' Porch T41 IM11311 IJ7 MONO TRUSS III Chajnbers Truss Inc., Fort Pierce 1-0-0 3x4 M1120= Scale: LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(rL) -0.27 2-4 >289 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) 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) "IM"" A111h 0 MA 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. FILL t; py 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `>> 11111111rrr 5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint plate U N 2. LOAD CASE(S) Standard S,` �Op,Q • ��F�i , •.��G•E•NS�.• �'i�i :♦ i N 68182 ryt: :fir r r r r � : • � r i + : T F • 10. N FL Cert. 6634 July 26,20 ® WARAUM - Vorlfij d®ign parmaeie and READ NOTES ON Mrs AND INCLUDED BUTEKREFERENCE PAGE MI-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 support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134034 M11311 J8 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MTek Industries, Inc. Tue Jul 26 10:34:02 2011 Page 1-0-0 B-0-0 Scale = 1:17.7 3x4 M1120= 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.35 2-4 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 26 lb LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(1-0 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. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 Ib uplift at join 2. LOAD CASE(S) Standard 4 t �JililQv IN ►fill. i i N 68182 :-53 ' T OF 44/ �. N,4L FL Cert. 6634 July 26,20 Q WARNING - V-!& dmlgn parameters and READ NOTES ONTRIS AND INCLUDED WrEKREPMENCE PAGE a91-7473 r . 10-US 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. �� Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral individual only. Additional temporary bracing to Insure stability during comtruclon is the responsibillity of the MiTek" support of web members erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ♦owia o vcwronw fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job, Truss Truss Type City Ply Grand Carlton 9' Porch T4134035 M11311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page -1-5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale = 1:20.8 4 2.83 12 3x4 M1120% , 3 8 7 2 9 10 6 11 5 2x3 M1120 II 3x4 M1120= 3x4 M1120= 6.8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr . NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 FIL� COPY BOT CHORD 2-6— 439/695, 5-6— 439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitJJI I N V ooio� between the bottom chord and any other members. ,QU F �$' 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection others) of truss to bearing capable of withstanding 50 lb uplift at joint ,`0! () • • G E N ' • I OP 4, 405 lb uplift at joint 2 and �,••�� S�`••? o� (by plate �% 249 lb uplift at joint 5. 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 IN 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 Ib up aC * % •� �� " 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chores — 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 O F : LOAD CASE(S) Standard 4&/` 0O . ,c Q, •; ,� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Rio +, �• \ �� /jo ss • • .. • • • �Q �� Vert: 1-4=-54, 2-5=-20 00� N ALE ��% Concentrated Loads (Ib) /JJ��10lf�l�e Vert: 7=10(F=5, B=5) 8=-115(F= 57, B=-57) 9=38(F=19, B=19)10=-10(F= 5, B=-5) 11=-50(F— 25, B— 25) FL Cert. 66.34 July 26,20 J WARN1NG - V.WfiJ d—iga p—..tens and READ MOTES ON THIS AND INCLUDED MrTEri REFERENCE PAGE MrI-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. � 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 �r��® MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWERTO PERfORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job ' Truss Truss Type Oty Ply Grand Carton 9' Porch T4134036 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) ChWbers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page L -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 30 M1120= 3 8 2 7 6 3x4 MII20= Dl3 M112011 3x4 MII20= `' 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(fL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007frPI2002 (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 low BOT CHORD 2-7=-746/106016-7=-746/1060 COPY WEBS 3-7=0/331, 3-6=-1164/819 E 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. ,1j1111111/ll�I�� v N V 4) Refer to girder(s) for truss to truss connections. ,�� • 5) Provide truss to bearing 229 lb 4, 373 lb 2 Q ' • •• �� mechanical connection (by others) of plate capable of withstanding uplift at joint and 318 lb uplift joint 6. uplift at joint ,� • C E•N �.••�� S�`••? �� at 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� i • N( 68182 •= LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54 �; T O F Trapezoidal Loads (plf) 0 Vert: 8=0(F=27, B=27)-to-4= 152(F=-49, B— 49), 2=-2(F=9, B=9)-to-5=-56(F— 18, B=-18) ' 111 FL Cert. 6634 July 26,20 ® WARNING - VeHfii deslgn parameters and READ NOTES ONTRIS AND INCLUDED MTT SKREFERENCE PAGE M I-7473 rem. 10-108 BEFORE USE. Design valid for use only with Mffek connectors. this design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer -not taus designer. Bracingshown Is for lateral of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the MiTek" support erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer, For general guidance regarding pOW6H- I N- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonna8on available from Truss Plate Institute, 781 N. Lee Skeet, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols PLATE LOCATION AND ORIENTATION 14_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 1/1dr For 4 x 2 orientation, locate plates 0-1/,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 14-8 1 dimensions shown in ft-in-sixteen >K (Drawings not to scale) aw 1 2 3 TOP CHORDS C1-2 C2-3 0 WEBS 4 O 2 � O 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. © 2006 MiTek(5 All Rights Reserved PCIWEdR TO PrRFORM.T' MITek Engineering Reference Sheet: MII-7473 rev. 10-'08 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties, 5. Cut members to bear tightly against each other. 6, Place plates on each face of truss at each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design, 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. e miN. SETBACKREQ, d FRONT / �tL) SIDE 6 <c�t.� Z 1 _ _t_ __l �. ,�� S CNR SIDES YL j A REAR �' L1 ZNG- TECF Fm ILmm COPY i '� e- f r Iti FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A %r n r I r7 Project Name: Builder Name: WAYNNE Street: �'�� q 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 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftZ 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 plans and specifications covered by Review of the plans and 110E S�,q?, this calculation are in co liance with the Florida Energy specifications covered by this �y01 � Code. calculation indicates compliance fi„ �'' = ' S � "o with the Florida Energy Code. PREPAR Y: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 hereby certify that thilbuildin esigned,is in compliance the Florida Energ Florida Statutes.with DD yoreOWNER/AG _NT:--- BUILDING OFFICIAL: — —_-- DATE: &kAA DATE: . f 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 % 2.5 % Int Design Temp Heating Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 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 ft0 in 0 ft6 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 Cent # 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�Xj Jan XJan Feb Feb rX]] Mar ] Mar [[X A r [X� Apr [[X Ma (X� May XJun jXj Jun [[X]] Jul (X] Jul [[X]] Au (X] Au(X) [[X]] Se Sep [[XX]] Oct (X] Oct [[X�]] Nov (X] Nov [[X Dec X Dec Heatin Ventin X Jan jXXj X Feb Mar Apr [X May X Jun [X Jul [X Aug [X Se [X Oct [[XX]i 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 68 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 wPu TRATinnl REDUCTION COMPLIANCE CHECKLIST . 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 tom late. 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 -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. nTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. F L Ago'5/5/2010 8:45 PM EnergyGauge®USA -FlaG PY Page 5 of 5 A, ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 111111110111111111 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 a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftZ 2. Single family or multiple family Single-family b. Face Brick - Wood, Exterior R=11.0 204.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 8. Conditioned floor area (ft2) 1451 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 11. Ducts SHGC: Tinted, default a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 b. U-Factor: N/A 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 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 com ' t feature l Builder Signature: Date: \&_\ i Address of New Home: 'S'�� , City/FL 0 't%E ST,�TB Y -06 WT, *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 LReE f Pro ect Job: Summary wrightsoft® 1 ' 7 Date: APRIL z8, zoo 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 (� i (•� �' \ • • For: GcCK)4 v�WYNNE BUILDING CORP. FORT PIERCE, FL 34983 W112 &a Cam, 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 (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 25HBB330 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 Printout certified by ACCA to meet #*�.1- wrigF�tsoft- Right -Suite® Universal 7.1.16 RSU05864 17 AM E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = J8 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 2010-May-05 20:35:12 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 25HBB330 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 R M/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_ n•]c 7no A r- 40 IVIM0 I Mm LMV UV Ueo ouu FILE COPY 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 ){C,Cp, 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 T 1000 OTALS 1451 21381 26285 1000 FILE COPY Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -� -FW wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �A^-+ Zc_k E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft= 60.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN L--G 12C-Osw 1A-rlob 0.091 1.080 n n 2.65 30.24 2.18 23.54. 487 40 448 0 1141' 1197 978 932 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 11 Es1A-r1ob VV I--G W W 11J0 12C-Osw 1A-rlom 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 a a s s s w w w - 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 20 21 301 6 64 315 39 30 204 18 21 295 6 64 246 39 2 188 605 353 752 213 224 627 1387 479 510 525 365 644 158 142 537 1029 1788 160 0 21 0 0 0 0 0 0 80 0 21 0 0 0 0 0 0 80 0 353 0 0 0 0 0 0 217 0 365 0 0 0 0 0 0 68 Lci G P L-D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 168-30ad 0.032 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 1000 10001 1 156 1 33 AZ6A E� WrightsoftHVA 1C Wynne Corp1WYNNECARLETONPERF61S.rrp58Calc = MJ8 ntati j ( - 0-May-05 2 Page 1 - wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 Room name Exposed wall Ceiling height GIRT RM/DINING 46.5 ft 9.8 ft heat/cool LAUNDRY 6.5 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ftz 45.5 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 Coal 6 11 �j 12C-0sw 1A-rlob 12C-Osw 1A-r1ob 11J0 12C-Osw IA-rlom 13A-5ocs 12C-Osw 1 D-c2ow 1213-0bw 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 n n a a a s s s w w w - 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 260 40 0 0 0 0 0 0 196 39 0 0 220 0 0 0 0 0 0 0 157 39 0 0 561 1197 0 0 0 0 0 0 400 1387 0 0 481 932 0 0 0 0 0 0 343 1029 0 0 0 0 0 0 0 52 0 0 0 0 0 56 0 0 0 0 0 52 0 0 0 0 0 40 0 0 0 0 0 132 0 0 0 0 0 108 0 0 0 0 0 114 0 0 0 0 0 34 W, G W W Ej'A-r1omd P L-D 11 DO 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 Intemal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 6780 62241 8211 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 all reqLR=0§ of K6anual 8 wr:gF�tsolPc- Right -Suite® Universal 7.1.16 RSU05864 2 May-05 20:35:12 .�P. EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Or' tatio Page 2 - wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heat/cool 1.0 x 150.0 ft 150.0 ft' MS BATH 7.5 ft 8.0 ft heat/cool 7.0 x 7.5 ft 52.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ftZ °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6%L-G 11 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 185 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 60 6 0 0 0 0 0 0 0 0 0 0 0 54 6 0 0 0' 0 0 0 0 0 0 0 0 138 213 0 0 0 0 0 0 0 0 0 0 0 118 158 0 0 0 0 0 0 V�✓ T-0 W IW EF-� t P L--D C C F 1613-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.08 0.00 160 0 150 150 0 0 134 0 0 252 0 0 53 0 53 53 0 8 47 0 285 88 0 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 2 0 240010 0 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 29% 0 0 0 319 76 0 0 0 2702 785 24% 34% 0 0 0 816 195 0 0 0 431 146 FTotal room load Air required (cfm) 395 19 3487 160 1011 50 577 27 certified by ACCA to meet all fk- wrigr.csofc- Right-Sufte® Universal 7.1.16 RSU05864 ACZA E:Mrightsoft HVAMWynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 20:35:12 Page 3 -F' wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ft' MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ftj Area (ft) or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W I-� W D 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11.10 12C-osw 1A-rlom 13A-5ocs 12C-Osw 1 Dc2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.65 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 153 0 0 119 0 30 0 0 64 0 0 0 0 153 0 0 89 0 2 0 0 162 0 0 0 0 390 0 0 227 0 479 0 0 139 0 0 0 0 334 0 0 194 0 1788 0 0 Utr L-G W W L21A-r1omd P L--D C C F 16B-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.08 0.00 70 0 70 70 0 0 63 0 0 118 0 0 252 0 252 252 0 40 226 0 1502 423 0 0 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 101 0 2 0 460 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 15 Redistribution Subtotal Duct loads 24% 34% 0 63 15 0 117 40 12% 14% 0 3731 4551 0 4701 659 Total room load 78 157 4186 5360 Air required (cfm) 4 7 205 247 ACCA to meet all er- wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 ACCI. E:\WrightsoftHVAC\Wynne Corp\WYNNECARLETONPERF61.rp Calc=MJ8 20:35:12 Page 4 -- wrightsoft, Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALL 0 ft 8.0 ft heat/cool 3.5 x 5.0 ft 17.5 ft' BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area M Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W _G W. I -I D 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-0sw 1A-r1om 13A-5ocs 12C-0sw 1 Dc2ow 12B-Obw 11 DO 166-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 40 0 0 0 0 0 0 0 0 0' 0 0 0 45 0 45 40 0 0 0 0 0 0 0 0. 0 0 0 0 45 0 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 0 190 87 0 0 0 0 0 0 0 0 0 0 0 0 76 0 0 1!N T-G W W Ej1A-rlomd P L--D C C F 6 c) AED excursion 0 1 Envelope loss/gain 16 29 332 162 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 16 4 0 0 0 29 10 24% 34% 0 0 0 421 100 0 0 0 187 63 Total room load Air required (cfm) 1 19 1 39 2 1 126 521 250 12 Pri meet all 2010-May-05 20:35:12 Page 5 $&- wriyr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 . CFo E:1Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ + wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heat/cool 12.5 x 15.5 ft 193.8 ft' MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btu W) Area (ft� or perimeter (ft) Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 11 Vdl L-G L-r_ D 12C-Osw IA-rlob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-rlom 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2cw 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.66 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 124 0 100 20 0 36 0 0 0 0 0 0 0 124 0 80 18 0 36 0 0 0 0 0 0 0 316 0 204 605 0 92 0 0 0 0 0 0 0 271 0 175 525 0 79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 224 0' 0 0 0 0 0 0 0 0 0 0 0 142 0 0 0 0 0 Vdl L-G W W LG G P L--D C C F 1613-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.06 0.00 194 0 194 194 0 33 174 0 1236 326 0 0 0 56 56 0 56 8 0 77 304 0 117 0 6 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 Less transfer 0 0 0 0 0 0 0 0 14 15 Redistribution Subtotal Duct loads 12% 14% 0 3203 391 0 1578 221 24% 34% 0 747 178 0 297 101 Total room load 3594 1799 925 398 Air required (cfm) 1 1761 831 1 145 18 ACCA to meet -rFr wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 AC�`G5 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = 2010-May-05 20:35:12 Page 6 TY u URVEY: I OUNDARY PLOT PLAN U C 11E IN FINAL TOPOGRAPHIC COMPLETED ON: 9-29-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 6672 LILA COURT, OF 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. I I� ru SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE 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: s 12111 CO065 F , EFFECTIVE DATE JUNE 30, 1999. FFE = FINISHED FLOOR ELEVATION 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE R/W = RIGHT-OF-WAY tnlii SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD � Q ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE 2 U 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE SF = SQUARE FOOT 15 'CL CENTERLINE OF LILA COURT HAVING AN ASSUMED BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT OF A = DELTA OF CURVE FAIRWAYS, 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. 4 SCALE: 1 "=30' DATE: 9-29-11 DRAWN: AJP JOB NO.: 11-1182 EXISTING PERMIT #: //Q 4'-o o ? 8" 110.02' N89'53'46"E o •� 04 5rl9 45.99' of W �•1.56' AVERAGE TOP a w OF FORMS p �� 10 s3' -k ELEVATION=25V 2.10' ABOVE ED( p N OF PAVEMENT O 0 O Z i S89050'47"W a ELLEI ATION CK23 43 11 0. 09 ASSUMED EXISTING 8.98' 09 aLO IL w Co.LF DatInit v ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street *LEBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 0 P- N 3 ITI to LAST FIELD DATE: 9-28-11 CERTIFIED TO: WYNNE BUILDING CORPORATION, '+- I hereby certify that —.the survey shown`h9reoe.is: true and correct and is based on actual;;rreap,eurements;.akan in the field. This survey meets the Minimm Technical Standards of Chapter 61G17-Flo.riidaaadrinistt ative ode. WA�'' AILEXAF D " J. P1A2�2C'� Professional SUrveyor, ;!k Mapper Florida Certificate No.: 6330