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HomeMy WebLinkAboutSUBMITTED PAPERSOFFIC.ESE ONITF: �- DATE FILED: PLAN REVIEW FEE: J 0 � RECEIPT NO.: d ©i PERMIT NUMBER: CONCURRENCY FEE: � RECEIPT NO.: CERT. CAFI. NO.: _ �1 a"9- 009y ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED JL\E CpG St. Lucie County Building and Zoning • 2300 Virginia Avenue F�0R104 Ft. Pierce, FL 34982-5652 SCANNED 772 462 1553 BY J v7. �gpS� St. Lurie CAPTPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: I 1 -MR-11 ■ a SERUM- SITE PLAN NAME: 3. PROPERTYTAXID#: pa-rt of 3414 501 1701 nnn /n 4. LEGAL DESCRIPTION (attach extra sheets if necessary): S a ri i nn 26, Tr)wn G h i p 16s, a n r3 5. PLAT 6. PAGE 7. BLOCK BOOK NO. NO. o 9. 10. PARCEL SIZE: ACRES/SQ FT. • 5� LOT DIMENSIONS 8. LOT NO. 615 x I I J18k ! l °y DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: GC4ftk 6QA-01— SETBACKS (ACTUAL) FRONT: ACK: RIGHT: LEFT: ^ �� SIDE �_ SIDE TYPE OF CONSTRUCTION (Check all appropriate boxes) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION. ] RESIDENTIAL [ ] COMMERCIAL [ :] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Samn Sq. Ft./CONSTRUCTION: ;�C)1 515. Sq. Ft. 1 st Floor: VALUE OF CONSTRUCTION: $ _51t 0 0 0 on The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of c6nstruction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. _ SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: _ + ADDRESS: —B ti_ TT-1 c„; A 4 Q 9 STATE: ZIP 34952 CITY: Pr,ri- C� T „ri ��- PHONE (DAYTIME)`. - 7- 'R 7 R S 1 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME .AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ZIP nrnn 3 � ° ST. LUCIE COUNTY CERT #: �H 9 O ST. of FL REG./CERT #: 9 BUSINESS NAME: n QUALIFIIERS NAME: ADDRESS: CITY: Pori- St. T i e _ STATE: FT ZIP 3 4 9 `' 2 PHONE (DAYTIME): (77� 8 7 R- 5 51 3 FAX NO. (7� 8 7 8- 7 6 5 ti email: ARCHIT/ENGINEER: ADDRESS: CITY: st-l-larz STATE: ZIP PHONE (DAYTIME): ( ) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. OFFICE US..E'ONL SECTION TOWNSHIP 3 b RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 " FLR ELV 1 6a MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before, 1190) 1/90) REQUIRED APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE IMPACT FEE AREA (RADON) SCHOOL GROSS ROAD CREDIT --Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE SCHOOL CREDIT Y N TOTAL IMPACT FEE SCHOOL IMPACT FEE POLICE FEE FIRE FEE MIS C FEE TOTAL POLICEIFIRE' MISC FEES ADDITIONAL Y N- SPECIFY TOTAL PERMITS of ALL REQUIRED FEES REVIEWS ZONING ZONING PLANS misc. VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMING DATE �� �� 4, ��bf �� COMPLETE CERTIFICATION: This application is hereby made to obtain a°permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS,, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will;be done in compli e with all applicable laws regulating construction and zoning. Yo 0ACTORSIGNA STATE OF FLORIDA STATE OF FLORIDA COUNTY OF c t- r ,, C i a COUNTY OF r ..• �� The foregoing instrument was acknowledged before me this Lday of, 20 � by Mai-i-bew Lyle r�Z,MO is personally known to me or who has produced as identification. The foregoing instrument was acknowledged before me this ffday of 1_4*6, 20111, by Matthew L A WTnr}e who is personally known to me or who has produced as identification. Signature of Not ��� ��e� 2dTH y d w ri (- tLi4 >c•Jc^h Type or Print Name f o Type or P DOROTHY ANN HAFNER """'�� DOROTHY ANN HAFNER °`° ar Public -State of Florida °, «`�= Notary PpN&I tate of Florida Commission No. =_ + « �e y Commissio o My Comm. Expires Oct 2, 2012 =• . . y omm. Expires Oct 2, 2012 P `= commission # DO 827096 "�; °:� Commission # DO 827096 �'i� OF F�OPBonded Throu h National Notar s O; ;% Bonded Through National Notary Assn. NOTE: TWO (2) S " - CH SIGNATURE MUST B THIS BUILING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. conTinenTR& Continental Florida Materials Inc. 1722224 13450 W.a3unrise AVd., Suite 430 Sunrise, FL 33323 - rIEIDELRERGCEMENTGroup 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 np�p� contact with eyes where possible and wash truck's own power, and where site conditions III �����•� 1 �������� ����� ����09( exposed skin areas promptly with water. If any permit the safe and proper operation of his !H Lp cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to S and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of O masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his FORT 1-' lEfiff W) CONCRETE l E PLAM F particles which, without the use of proper eye or acceptance of risk for any loss or damage. r�7{� DEL f,J �. I 1 EdClt+.dy respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. _ 561--464 724 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 9 TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASER SkENT P.O.NUMBER/ ORDERED BY ZONE �L: �.. JC�•r.:,i4 � .L SOLD TO RIJDN Y HALLS AL.L;'.'! 0011GRE"d E QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED (jp iDELIVERED Truck # Plant # Slump Calc l r Air Entrain Super Plas. PRODUCT CODE 10 9 8 7 6 5 4 3 S 1 PURCHASER/ ' PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DEAe R TO PRODUCT' DESCRIPTION +j0r311t i EE Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED ORDER; 64 ,'I. E: Concrete Disposal: UNITOF UNIT MEASURE PRICE !" y SUBTOTAL TAX a ' TOTAL EXTENDED PRICE yds v� Delivery Instructions C3l1STnMFF 1. WARRANTY: The materials sold by Continenta l Ja Materials Inc, (hereinafter "CdntinetYtal") are warrants year from the date of delivery to be free from defects in material This warranty is exclusive and is in lie II other warranties,(whei.her written, oral or implied), incluumy dny 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 oh galions 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._.LIJSiVE. 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 otter r similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or causb 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..D_.FlTE: Payment for all credit sales is due by the 101h of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DEL_..LVERY SITE. CONDITIONS: Continental reserves the right to determine Whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 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,EVVIRQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. i3.5PECIFiCATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block 1s manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECN..N.tQ L.A5$I5TANCE: 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 exparts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 _MOD.I..EIC_ATiQN 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 terns and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be,approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously, given to Purchaser that conflict with the terms herein. If, at the request of the'Purc{laser, 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 r/'or purchase order, the terms herein shall prevail and be determinative. 20-OCT-2011 05:01 FROM:SOUTH COAST 7723446042 70462G443 ,I P.1/1 ovix1mme Fwt PkVM FL 77246Z-U72 W772,462490 CERTIFICATE OF TERMITE TREATMENT MENT CONSTRUCTION SOIL TWI M4ENT PERMIT #; r2J 30 ADDRBS: dR6 0 G SUILDER/CUNTRACTOR: f �,Gr iti PEST CON MOL CONTRACTOR: PEST CONTROL LTCENSE #: WO, tte undm%kne d, hereby wrtWy that we have prebWad, tW above described cdrobvm subterranean baw-to to accordance with ttte scam of the National Past ntMl mod Square fleet if areH tteated:c> Chemicals used: G /S Mgr of ` �olutiort: a "Total gallons med; bade of Tmam,ext: / 6' Time of Treatrraatl,: _walrng ___,e Tmubnent :Re-Trot -,_,,..,DrWeway �._1." Tmatment .� Re-Tmet - — titer imfTipatrrterrt .Re`T? ea Slab ,--Re-Tmat --Pb* .... --O TPW rnw t Re-Trwt ..,.,, ,..Pertmeod► fbO RAW motion 5lgrzatur+e of mhtator Nate!.Qv 7 mr�ct bc» carnp�ad firm !�►t�y �grr�d bealri�+t cr tt�brta�td � Rtim , &V � toby ` d Sara! in e�iarr c� dk SIX~ mW Ak# � A' Cif�J'ffi�1! Grt� 7MW1 + J'brPtvffHffW gpeaffn*= w imlftr lL w p�res�Jhig a as i rRspea/t�rlpr dt,is Cer to 36► 7tl fll�t�,�3u 1QyB�Ad�iJ�o r�rgpr4br6*ft"w &mxlid � �ACt ldis►r�jr Ofd,� qr' Gtrnoc ana► � Gr'Q� � s Wa M'e ADO A` del r i i a t�'A'1 &m Ifr1 69 prixr to /tin�Ibut f ebb/ extarfir f Lljc� I~oul ftp requires flan tre final Inspecdor, �r CO, a pear, . 10 be "*eh%�f anal K......,�.�� n-.-- - - - rw 0 dlaj0 Id on Professional Insulators of South Florida FTC Insulation Installation Certificate To: E80Golf ucie Count Date: February y 16, 2012 Re: 0098 LotBlock: Address: Drive. Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: Fi Foil lRock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: lRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 9 1/2" Fiberglass Blankets Manufacturer: Fiber Tek Rock Wool Blankets Density: X Fibergl ass. Blown R-Value: R-30 1 lCellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: lRock 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 9-MAR-RO12 06:35 FROM:SOUTH COAS—_r�; dl / Oar 2d1:4 12.40 1 7723446042 SLC TO:ag-?-r-443 P.1/1 PAGE Al / 81 PERMIT #: -- Od BUILDER/CONTRACTOR: PEST CONTROL CONTRA PEST CONTROL- LICENSE GjAlve Fort Pietro, FL 34902 772-402- 2171 Fax 773-462- ATE OF TERNM Pt MOM SOIL TR � JOB ADDRESS: ,TMENT ,NT gal Ga cc- A We, tM unciaratgned, hereby a!r + that wee have pteMied the " described a subterranean termtes in amnrda6w with the standards of Me NaVdM I Pest Control Square fleet If area ttwted: A� �hemlc s used Pie of solution; Date of Tmabnsnt,: .6 —Footing ^1e Theabrient RQ~Treat _ r Tr+eetmait pRe-Treat --JK Treetm6rt WTM-4t i `J Total gailorla Time of Tyr , / R v.rlmPtll lww There moat Gel a oarapii ed Am, m Ar 000 vkv d faared c 1jftQ up by m" i awl &M ofae� h ar Ve ray .Las awx2ftarmrrmomt firms ar'ta�ra sy'aaiyher prr~ a7 n++rdf� a 7ieeabnm►�t Q3nOf17 acx each ns ,wevic�y a aq� � � p�rst7rl � b fs�ol !v a»d ar�otlear � C-rmtatr ,drr ,t,EMmW 464 00741WOfhW applNmr, mr &wt* r ma" LM4 mrm-m- IUD affm and ftn6w dro A M U Pmh39MW rt .11°Ntss ladMnaeldemrkrmWtmd tbrftlHAtepr ba=*kftdP*rhrAwbrmgappra - St Ludy Ow try ntqutm flor tine final Inspection for CO, a I. Snal Iwl � on antantiM*fb", knpodkn w01AW fbr rho on 1heJob am w+�isrr�t ' pq�� hand 01►>ehln berb�rt w e part»It 71b 7yaetmaar�* hm AI'ehs a tx� ava� esbbft e of e tr cd,l�+lle► shred 7 Rnerm es& ■t"w ke. Di# on Public rks St. Lucie o nty, FL conTinEnTR '1 Continental Florida Materials Inc. ]� �'27721 �/ 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 i-i E I D E L B E RG C E M E N T G CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the �i���}]�jQ�cj with eyes where possible and wash truck's own power, and where site conditions f,4/Qcontact exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to 2 c-f— 227-4— l/Q �— Q 0 q and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of , / masonry units may result in the release of dust the PurchaserfPurchaser's Agent and his y� j 'l ttf .-. \`C--U 1 �.p C0i'+4CRE' I i� f-i...Jv Q particles which, without the use of proper eye or acceptance of risk for any loss or damage. '- .}-t/;:�J•�?a:�._�.``�.-•> ' l�tii-i!7 respiratory protection, could cause eye or nose I acknowledge that I have received and �_. _ 56, 1,--46 v-` 12'-:4f 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. Aent 9 TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agerit request.V. PURCHASER/PURCHASER S AGENT P.O.NUMBER/ ORDERED BY ZONE �S60 TO RODi',SE HP-A-S [:0ilCPE1'E 10 9 8 7 6 6 4 3 S 1 PURCHASER/ _ PURCHASER'S AGENT JOB NUMBER I TIMETICKETED DELIVER TO - QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION THIS LOAD ORDERED DELIVERED CODE Truck # I Plant # I Slump Calciumi-' I I Air I'nirain I `Super Plas. Due at Job Use of Concrete Concrete Disposal: yds UNIT OF UNIT EXTENDED ; MEASURE PRICE #; ".; PRICE ,. `+', t• ' ELF 1 "a l y S }.I + l i t 21 ff ic v Drivers Name ❑ CONCRETE TESTEDI';? Yi iv 7eli=rr. FEB 0 3 2012 St. Lurie SUBTOTAL TAX TOTAL Delivery Instructions CUSTOMER 1. WARRANTY: The materials sold by Continenta�rida Materials Inc. (hereinafter "Continental") are warrante r 1 year from the date of deliveryto 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 fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is'paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy, against Continental in'the event the goods, materials or services, supplied by Continental are alleged to be defective and!or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other todious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materiais,: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 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 purchasers 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,E per month. 4. COLL.E_CTIO.N_._.C...QS..TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CQNp_I_TIONS: Continental reserves ihe-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. t 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 rThis type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of defivery 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.MtMMUM 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.WAITjLqG 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.ENVOONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIPiCATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block +'j: is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete fo which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaseragrees 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 gply 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. i 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal itatus 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. -it, 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. 31-JAN-2012 04:06 FROM:SOUTH, "T 01/04/2012 12:40 T 246,'. 7723446042 SLO I '_626443 'TONS , P. 1/1 PAGE 01/01 0 PERMIT #: BUILDER/CONTRA( PEST CONTROL CO PEST CONTROL L1( Lu.clf COU 1\JTY D A Fort Plercn, FL 349192 62-2272 Fox 77Z462-64 "I 6P LTIFICATE OF TERMITE COSTRUCMFJ SOIL TR IQ Sr InA AnnPPr,.r,- 30 We, the undersigned, hereby CPX subterranean termtes In rda 7 Squam Net If area Vented Perontage of soludon: Date of Tmtknent: —Footing LgMeaWemt V/ =Re-Tmat K'DTtvewaY 15t Tmatment e, — _..Other oth .IstTreatment V Re -Treat 16 ,L;r F that vm have pmVeated the 2bV with the standards Of the fyou0ii TOW gawns Time of ___518b _--Pools Re _Perimeter to bs &M of am* fryar Me sdkmW �w UP by dm FECIOL2.5 Cbtron3bg of Rome rr6mwm57t jbrprevenabn cebwm&= JA sAW be pmWal to rece" rfagmat catch ay as wO rovahW pro oft a mpy k r bNe tw pvmjr & amw 0 pw mamer grpy � f Cbt&20 &W#md* c L"AAW &Vf wa 9"pw prvfw" &mmutrA Ift dmm�W ban*r madmd OF WM& P*Mfi &V/ i 7pryz be MwAtwpitrw Zr fm 4*row. St Lucid County nqub* for th§ final Inspection fOr CO, 2 pm ,TMENT I% Obw conhob Vemn for �Contmf Amdation. &— L_ I Inspection xterminatDr #Vp%Mn wX Ward a m4mp!cbbff wdw r&9=vtft4ww p0ow board Vft6a bW6r,07tb =W~, ftdMk,gpo7vZJVm; Me nwftw* to of Me &rahimw4 -qb kw#04 4w 93bw a mftbk Arcad cr 3 A,% 3 1 Nil 11 Continental Florida Materials Inc. conTinenTS,1722224 13450 W. Sunrise Blvd., Suite 430 • Sunrise, FL 33323 i-IEIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited 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 conditionsohi II 00jj+concrete �I��� 1111 ���� exposed skin areas promptly with water. If any permit the safe and proper operation of his I����IJill����� 'J lll� U 3 # cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to n3 J .4 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the / p (� q � ! /6 o d d 6 0 treatment. Sawing, or ,grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his FORT PIERCE(B) CONCRETE PLANT particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3778 $E[_V ITZ ROAD respiratory protection, could cause eye or nose /'acknowledge that 1 have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. 5E1-464-7e44 the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent' TOTAL WATER Initials of{ Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 a a 3 s 1 9 � /vas f/ PURCHASERIPURCHASER S AGENT P.O. NUMBER/ORDERED BY SOLD TO RODNEY HALLS CONCRETE PURCHASER/ PURCHASER'S AGENT ZONE JOB NUMBER TIMETICKEfED DATE TICKET 11'1r1r'11 13b4143 DELIVER TO f� ORDERS 64 -8W GOLF - P13RT d QUANTITY QUANTITY QUANTITY. PRODUCT PRODUCT DESCRIPTION THIS LOAD ORDERED DELIVERED CODE ire« 0 - Ich ~ 0 . 10. Q��'i 3 i+iC szioo P5 � C w 3A°!E; Pi?^'Cxi. IE ,oncrete Disposal: yds UNITOF UNIT EXTENDED MEASURE PRICE PRICE CY 52 8 FUEL Tuck # Plant # Slump Due at Job Use of Concrete SUBTOTAL Calof'fim16 Air �niraiq fguper Plas. Drivers Name TAX ❑ CONCRETE TESTED Jao e Ei FY•ench TOTAL Delivery Instructions 1. WARRANTY: The materials sold by Continental t Materials Inc. (hereinafter "Continental") are warranted /ear 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 implied), includ: y warranty or merchantability or fitness for any.particular Purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against. Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental; consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE..D,ATE: Payment for ail 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. CO....LLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue'of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONQLTiO�1 5: 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. QQANTiT1E5: 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. i 1.WAITINO 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.E.NVIRdNM,E.NTAL CHARGE; A$5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 147CHNiCAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15 S_A_..FEly DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 _NOD...... ION,QE._�E9M.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 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 ail 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. 173ERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc, enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order. the terms herein shall prevail and be determinative. SAGENT P.O. NUMBER/ORDERED BY ZONE ��u.J�.IZDr1a I 1 SOLD TO Rf�136�IUV 1-t4�11^ -S CO�� C E' 11. QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED l.�J Qt10 4Ga 00, Truck # I Plant # Calcium 2 A I Air Eptrrain nent als conTinen=h34501 ` � 722003 W. Sunrise Blvd., Suiitte1430'nC. ; Sunrise, FL 33323 Tel: (954) 858-0780 H E I D E L B E RG C E M E N T G CAUTI ON I I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions n t1gp exposed skin areas promptly with water. If any permit the safe and proper operation of his d g B Y f�•� cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to rt• F �, i �p � � d: � �' �,�5 and repeatedly with water and et prompt medical P Y 9 P P add water to the mix nor to o beyond the 9 Y e !� >Q ��. 5 treatment. Sawing, or grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his IL I e ` toeA . j (�{ �:r Fv(�i,�, { � J M �14 a:i f., { 1".435'S particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose 1 acknowledge that 1 have received and 3 7 / l3 $F L V S 'C R( A-li) irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. arJ - IM`r,/,t_"•� i'�� the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. 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. rr PURCHASER/ ? PURCHASER'S AGENT JOB NUMBER TIMETICKETED DELIVER TO 10 9 8 7 6 6 # 3 DATE 77 Concrete Disposal: PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT CODE MEASURE , PRICE `A '14 ;)8 : 4�t' 9 Slump '. Due at Job Super Plas. 11 Use of Concrete Drivers Name ❑ CONCRETE TESTED sm I 11-1, -E; " h-,iin .' yds EXTENDED PRICE >t SUBTOTAL TAX TOTAL Delivery Instructions fa IRT()MFR r 1. WARRANTY: The materials sold by Continenl ida Materials Inc. (hereinafter "Continental") are warranty 1 year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu or all other warranties (whether written, oral or implied), incl,—.., any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and!or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as 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 de iineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 101h of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLL..EGTigN 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/LOCAT-..tONS: 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 -ITC CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to compiete delivery, of any part of an order, the Purchaser shall accept such part Of tS9b order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terns of payment. 9. gtJANTiTIE5: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME.: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPFCfFICATION: 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 tiro 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. 147ECHNICALASSISTANCE: 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.MODIFI6ATION 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' terns may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status -of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. nTinenTM-m.Continental �� Florida Materials Inc. } 13450 W. Sunrise'Blvd., Suite 430 J r22004 Sunrise, FL 33323 i-IEIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTIUNII Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited 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 ��� ��U19����UU�I'J�� jU I cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to a ':) .:e k9 �' and repeatedly with water and et prompt medical p Y 9 P P add water to the mix nor to go beyond the r '? <� treatment. Sawing, or grinding of concrete in the of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his ���!j�_-, 116 ; — (4r 6 masonry units may result release rLn' 1.(� y i3L;i }I+jsY' 4 I E I tl il: particles which, without the use of proper eye or acceptance of risk for any loss or damage. _f ' respiratory protection, could cause eye or nose I acknowledge that I have received and 3776 dill: V ((/. P01`11" irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. I_��"�,_ fL64t -.'1 244 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 Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's TOTAL WATER YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. � N j its S 4��J SOLD TO 10 SOLD TO 10 9 8 7 6 5 4 PURCHAStH/ PURCHASER'S AGENT SAGENT I P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET R0J-)I+:.',' 6ii I-L.'a t;ilN,f l'E QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE '11� t_�l$ •off'` t.d!!7 to If.tt't � � rt,f. Truck # Plant # Slump Due at Job Calcium` Z •5' I Air Entrain I Super Plas. DELIVER TO fie. 001_.!} PRODUCT DESCRIPTION Concrete Disposal: UNITOF UNIT EXTENDED MEASURE PRICE PRICE €�ns f'f 1013 C I l #13'611 '.�1 f h . 'v 6Rff _Lk I Lb Use of Concrete Drivers Name ❑ CONCRETE TESTED "'Ii �iai7Ar`C"TlfltJc;F1 SUBTOTAL TAX TOTAL vds .@, p ,' �.jl tin �» h� it 4 b '_<<� Delivery Instructions CUSTOMER I. WARRANTY: The materials sold by Continental Florida Materials Inc. (hereinafter "Continental") are warranted for year from the data 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 fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no'ciaims 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 purchasers use of goods, materials or services sold by Continental 3, DUE D ..T...E: Payment for all credit sales is due by the 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal,.for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CO»EILOCATL NS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SSE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. if Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. 9_U6NTiTIES; 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 arebasedon 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.ENVIBDNMENTA,I, CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the'provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.1ECHNiCALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Adviice 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.M9DIFIC81IONLOF 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.TE_ RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation,.` agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. DUHKELBERGER 4 ' 4 engineering &testing, inc. """11 Density Test Report ` Project Name: Spanish Lakes Phase I Address: 80 Golf Drive Project Number: PSL-09-3011 (BG 10.4) Permit No: --- Date Tested: 10/4/2011 Client Name: Wynne Building Corporation Technician Initials: BG 8000 South US 1 #402 Report Date: 10/5/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) �bbr�rocto.., Maximum Dry Density (PO Optimum Moisture M Dry Density (PO Cone Resistance' (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density (%) Test Results 1 12 107 12 108.9 --- 8.2 95 102 Pass 2 12 107 12 107.3 --- 8.4 95 100 Pass 3 12 107 12 105.9 --- 7.8 95 99.0 . 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. 36817 Daily Standard Count: Density: 2383 Moisture: 718 W2 C}� z ! 2+ Solt ypea, X — a <sV�x. 'f...Y...''-S.xz...§"'m. "'.yy��''�'+: .. }3z.'"..A W 4�.Yi Elevatron 3-:::. S.�j'�'"5 a h�ip i' 'r 5:... " ,,'g`.�c q �, $'^t'a'g 1... .., .�4 1 air} 5.. '' _ .: .{. +} 4:'a 1�10 " Tes"i We-i ttop ' 80 Co1fYDxrYe•,Str>Yc ura� illl> s n G' a �' < Y l Y - 1 f.1 a 'Y atc i 4 _. _.,k;:..._....s�::::b.....3.,..k'�'i'..:x_,._,>rn.._: Y.x.v�a...>_*_::._.;�,....._k,.v....:..`..:.::_.["�.sa...vm„"5.:iar`"." .k 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: ff� 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r— NGVD r— M SL FOF Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field)...(1) St. Lucie County Building Department ... (1) i David T..Yo tro Xiaoyan Zheng, P.E., PhD Senior Project nag OCT 5 201� FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordance with yule 61G15=18011, of the Florida -Administrative Code. This report is i submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 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(1a 1) Progress Report PR 20 REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: St. Lucie County (: omm. Devel. Dept. Code Compliance Division 2,"00 Virginia Avenue Fort Pierce, FL 34982-5652 PERMIT NuMSER: Ph. (561) 462- 2165 A zn I.:ax (561) 462-1735 Qa .- PROPERTY ADDRESS: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO E;x CEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF AP�'ROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLL1;7WS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, a tld their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the disconnection of electrical power in the event of violation of this ao-,Dement. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUC1P CV'•! FILE # 3614524 OR BO, ''J312 PAGE 856, Recorded 08/02/2011 .0:53 AM AFTER RECORDING•R(:TURN TO: F PERMIT NUMBER: II:i, SnR: e a l far rru.rdim: i,Ao 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 PROPERTY (Legal description and street address) TAX FOLIO NUMBER*-3 41 4 - 5 n 1 -1 7 01 - 0 0 0 9 Spanish SUBDIVISION `� �-�- ,BLOCK TRACT LOT BLDG UNIT �p C WC M Section 26, Townshio 36s RaR4P 40E 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, PSL FL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) T. Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418 B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER:. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ,'2D_ Matthew Lyle Wynne Vice -President Signature Twncr or Print Name and Provide Signatory's Titic/Office Owner's Authorized OlTrcer/Director/Partner/Manager State of Florida County of Sh Ltlrie - The foregoing instrument was acknowledged before me this day of p 20�_ By Matthew Lyle Wynne asV , 1C.t'-�RES3P5�T�t (Name of person) (Type of aulhority...e.g: Owner, officer, trustee, attorney in fact) ForWYnne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known ✓ or produced the following type of TD: DOROTHYANNHAMNER �1 ,F f Flrlda Notary Public - Staid od I n gAVi `1 My Comm, Expires Oct2, 2012 (Printed Name of Notary Public) (Signature of r0tary Public) ISt" Commistiion I DD 827096 Bonded Through National Notary Assn. Under penalties of perjury, I declare that I have read the foregoin/that facts in itbelief (section 92.525. Florida Statutes). Signature(s) of wne r Owner(s)' Authorizedtor/Partner/Manager who signed above: By: By Y) Re.. aU3e/1001(R—di^r) STATE Of FLORIDA ' ST, LUCI.E COUNTY THI TRI OR By Da I section No. DESCRIPTION -Z- LOCAL DESIGN CRITERIA (Table, 1.2(1) unless noted otherwise) _ Floor live load (Table R301.5) L 5 Roof live load (Table R301.6) 3 '7 Ground snow load " f A BUILDING PLANNING (Chapter 3) Weathering area Frost fine depth psf Termite area psf Decay area psf Basic wind speed ) 'to mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) I / -<_ 3 Seismic design category (SDC) [Figure R301.2(2)] Al01 SDC C&D provisions (R301.2.2) Winter design temperature -Y 2 Ice barrier underlayment required %L Flood hazards N I.A — EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS'(R303 throw h R305 Use re ftz Width ceilin n' ceffin ------------ Natural ventilation Living 120 7'-0" 7'-0" —0"8a 4%floor area Dining 70 7'4" 7'-0" 5'-0" 8a4°1° 71i floor area Kitchen N.A. N.A. 7'-0" 5'-0° 8a 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8 4%floor area Bathroom N.A. N.A 7'-0" 5'-0"t 3 t 11/2 square feet . ` See Seclfons R303.1 & R303,3 for mechanical ventilation and artificial light t 64" min. over plumbing fixtures. Required heating (R303.8) SAtdIT/jTION (R306 and R307) Wafer closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) /L///4 Private disposal (Appendix 1) k*'�Floor surface noncombustible; sloped floor (R309.3) /Py Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) A/ 114 Window wells (R3f0.2) GLAZING (R308) %/r'� Exit balconies (R31l.2.1) f 1-51 Identification (R308.1) ✓ Exit access or hallway >:3' (R3f1.3) /1J % Louvered windows or jalousies (R308.2) One exit from each dwelling unit (R31 f.4.1) �/ Exi#�oar� "'"��.�R"�(-Rat-1-�,i 1 �y.� Human impact loads7hazai=dous-locations--- - (R308.31R308.4) / Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) fR Stairways; minimum width = 3'0'; maximum GARAGES AND CARPORTS (R309) stair rise = 7314'; minimum tread =10" witho nosing; minimum headroom = 6'O" �/ No opening between garage and sleeping (R31f.5) room (R309.1) 111114 Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) _ 1It," solid- wood doors, 20-minute fire -rated , ✓4 Special stairways (R31f.5.8) � %� doors (R309.1) � Ramp slope (1:12 maximum) (R311.6) Penetrations (R309.1.1, R309.1.2) j /,Q Ramp landing, minimum 3' x 3' (R31i.6.2) Garage -dwelling separation;'/i' gypsum board on garage side, except e/a" Type X re- f�p Ramp handrails; one required if slope > 1:12 (R3ii,6.3) quired below habitable rooms (R309.2) -3- DWELLING UNIT SEPARATION (R31 /) Under stair protection (F `-' _ 2.2) Handrails; required on o, is Side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) . Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R212.2) T%vo-family d igs: 1-hour fire -resistance rating (R317. 11 Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) 11'�flt Required (R32.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v rnann r�r ns rim ioaa�� Proteclion required (Table R301.2(1), R319.1, 1415-" Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) �Koke-cleveloped EILING FINISH (R315) me spread (R315.1) index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (17316.1) Attic (R316.4) 1 el'JI Quality mark (R319.2 and R320.1.1) SITE ADDRESS (11321) 1-4 Premises identification (R321.1) ACCESS fLITY(R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) I/V P2 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) j General (R324.1) AHazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) Sill plate bolting in concretelmasonry ='IZ' di- ameter bolts or as required for unbalanced fill 1/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table -FOOTINGS-(R4O3)------- -- - ------------ --------- Soil bearing bearing value (R401.4, R403.1) % S Footings adjacent to slopes (R403.1.7) . Doting width (seepage 5) f Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but < footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing Footings in SDC.0 or D (R403.1.2, R403.1.3 (Tables R404.1(1) and R404.1(2)J and R403.1.6.1) Masonry and concrete foundation walls ((R404.1,1, R404.1.2) Depth below (outside) grade =12" minimum, but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) -4- SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] IABLE R403.1 inu'unuiri u i_rn Or LAJNf Kt It OR MASONRY FOOTJi lnl_', LOAD -BEARING VALUE OF SOIL 1,5uu 2,000 i 3,000 Conventional light -frame construction >_ 4 000 1-story 12 12 12 12 2-story 3-story 15 23 12 17 12 12 12 12 4-inch brick, veneer over light frame or 6-inch hollow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 _ 3-story32 24 16 12 0-Inch solid or fully grouted masonry 1-star 16 12 i 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For 5l: 1 inch = 25.4 mm, i pound per square fool = 0.0479 kPa 9. ��,,hPM FA fflUM-feoGpg width is 7 inches, a single n1he of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS 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) R04.1.1(5)] structural requirements (R407.3) Minimum nominal.wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(I R404.1.1(5)] r. Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard �. R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R406) SIII plate size (R404.3) Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade" (R406.1) Waterproofing if high water table" (R406.2) Unvented crawl space (R408.3) Access (R408,4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ` If uninhabitable, see under-fibor space (R408) FLOORS (Chapter 5) WOOD JOISTS .AND GIRDERS (R502) Bearing 1-5" mint I; 3" 0 - masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6,1) Joists - sleepingg areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7.1) Joists - Nonsleeping areas, LL = 40 psf / Drilling and notching (R502.8) [Table R502.3.1(2)] �-, Cantilevered joists [Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)] Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- STEEL FLOOR FRAMING (R50b) Cold -formed sta pplicability limits; in -line framing (R505. �} LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R5('. End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2; Grade (R503.2.1) Thickness (R503.2.1). Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)) installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) I " - Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) C( NC E FLOORS (ON GROUND) (R506) �(// Thickness: 3112" minimum; Concrete strength _--(R506.1) in 11--------__ uppo --- --- fill = 8"; maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) - /(R506.2.1) Base course: 4" thick with maximum 3/," c��/ Base course: 4"graded with 2"maximum �j gravel or'/z' crushed stone (R504.2.1) C�aggregate (R506.2.2) Moisture barrier: placed over base course / Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RALf601) �' _sign (R601.2) Component and cladding wind loads [Table ��Vftdows02(2)] in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)J - - J14--Stud-grade-(R602-..2)_..-_._,..--- - /V q' Exterior walls (R602.3) Stud spacing (R602.3.1) / v , '9 Interior load -bearing walls (R602.4) ! Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and / R602.10.3) Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602. f i) STEEL WALL FRAMING (R603) ---- -- -- - --- ------General-(R603:1- J'�'ff'_ Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) / rz Drilling and notching —studs (R602.6) Drilling and notching —top plate (R602.6-f) S� Headers (Tables R502.5(i), R502.5(2), R602.7.2 and Figure R602.7.2J N Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion ( protection R603.2.3) P Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605) Wood structural panels (R Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) �9r SDC C and D (R606.12) (/ Unit masonry (R607) Al Multiple wythe masonry (R608) i/ Grouted masonry (R609) i"% Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) , General design (lei1.1 and R611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (8612} E _ Design basis (R612.1) WINDOWS & DOORS (R613) lcl"J/ General; window sills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) WALL COVERING (R702) �Wood shakes and shingles (R703.5) Plaster material (R702.2) f' 64 taster support (R702,2.1) ypsurn board material (R702.3.1) /L Gypsum board support, application and fas- tening ,(R702,3.2 - R702.3.8) Ceramic the (R702.4) (R Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (13801) Design (R801.2 and R801.3) Component and cladding wind loads (Table R301.2(2)j ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1: t! Framing details (R802.'-J. ,N (A Rafter tie (4' o.c.) (R802.3.1) N(l Collar ties (4' o.c., in upper third of attic) (R802.3.1) --- ,�`� Stone & masonry veneer (R703.7 & Figure -�- R703.7); Sleel angle lintels-4" minimum bear-ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or#22 U.S, gage by'la` corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) - '� Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) Lateral support and bridging (R802.8) 1 y�- Framing of openings (R802.9) Wood trusses (R802. t..b. �IZRoaftie-down (R802.' 2. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] -----�ivii ou a is storage; Lt= =1 Bps - With attic storage LL = 20psf ,�✓ Spacing (I 'Species Grade /yl 4� Purlins (2" x 4" at 4' o.c. minimum) _ i�0�,.�_�) Span (Figure - p x �, 3, I _ Size Bearing (R802.- _X: e A-f '� Cutting and notching (R802: Engineered wood products (R802.1, b -7- RAFTERS [Tables R802.5.1(1) - R8' 1(8)] STEEL ROOF FRAMING (f Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing tv Species `—.—Grade Span Size Hc/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (13804.2.2) ! Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R606.1, R806.2, rcuvo.r� � ti G de - ' Thickness ATTIC AC S (R807) N� TW allowable stresses/grading Access requirements (807,1) Alfowable spans [Table R503.2.1.1(1)] g03.2.2 INSULATION CLEARANCE (R808) Installation (R803,2.3)'� Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) ktf Flashing (R903.2) Coping (R903.3) (71 Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical - -- - ---.-characteristics;-id tificaiion _ R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) /�4 Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) -8- 11-/�, Wood shingles (R905.7) Wood shakes (R905.8) ��� It -up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ;ROOF' I. LATION (R906) "General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907,2) Recover vs replace (R907.3) MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R 1001.1) SDC D reinforcinglanchorage (R1001.3 and Spark arrestors (R' 9• iJ Wall thickness; ? 4" (R1003.10) Flue lining - material/installation (R1003,11 and R 1003.12) R1001.4) . j Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and � Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.f5 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 (R1003.1 b) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001 11) ['himnev crickets (R1003.20J Mantel and trim (Rf001.11) FACTORY -BUILT FIREPLACES (R1004) Fireblocking (R1001.12) Labeled and listed (R1004.1) MA SONRY CHIMNEYS (R1003) Installation (R1004.2) Construction (Table R1001.1, R1003.2, FACTORY BUILT CHIMNEYS (R1005) R1003.3, and Figure R1001.1) //// Listed and labeled (R1005.1) Corbeling (R1003.5) %f Changes in dimension (R1003.6) l� Installation (R1005.3 and R1005.4J Additional load (R1003.8) EXTERIOR AIR SUPPLY (R1006) Termination (R1003.9) / Intake size (Ri006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment � Building envelope (N1102) / (N1101.2, N1101.3) Mechanical systems (N1103) [/ Climate zone (Table N1101.2) 'Se energy gy conservation plan review record MECHANICAL (Chapters 12.23) Appliance labeling (M1302, M1303) f f Appliance access (M1305, M1401) - /P j % AA pliance installation (M1307) c/ Heating and cooling equipment; heating ZlExhaustsystems and cooling load calculations (Chapter 14) (Chapter 15) : rr Duct systems (Chapter 16) It111 Combustion air (Chapter 17) -- Chimney and vent location and terminations (Chapter 10 and Chapter 16) Al pecial fuel -burning equipment (Chapter f9) Boilers/water heaters (Chapter20) Hydronic piping (Chapter 21) %1/44 Special piping and storage systems (Chapter 22) Solar systems (Chapter23) Penetrations of fire -resistance rated assem- blies (R317.3) Lq Application (G2401,1) General regulations (G2404) Pipe sizing (G,' Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) r !i Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605,1) / Piping installation (G2415 and G2419) Piping support (G2418 and G2424) f Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2426) Misc appliances (G2423, G2429 - G2453) -distribution-system-design- Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Listed plastic materials (P2608) _ Backwater valves (P3008) Plumbing fixtures (Chapter 27) %/' '� Fixture traps (P3201) l/ Water heater size and location (Chapter 28) N i Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) (___Service equipment and location (E3501, 3506) Service size and load calculations (E3502) Available fault current (E3506) iL System grounding(E3507), —�L/ -Required-b�an�h citcuits (E36B3j- ------- iv.) --iring methods (Chapter37) t/ Required lighting and receptacle outlets (E3801, E3803) Devices and lighting fixtures (Chapter39) f evi /'7 Appliance installation (Chapter40) /`✓/A Swimming pools (Chapter..41) �.__E� _I��tass 2 rPmate-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) J /J" /v / � Provisions adopted (R102.5) �/ j�, / " d Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) r( Provisions adopted (Ri02.5J Compliance with Appendix F verified r -10- Provisions adopted (R'f02; Compliance wi pendix G verified Y PATIO COVERS (Appendix H) Provision adopted (R102.5) Compliance with Appendi Fri verified PRIVATE SEWAGE DISPOSAL (A ndi P ovision adopted ( 0 .5) C iance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (ARpendix J) ' nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions, adopted (R102.5) Compliance with Appendix K verified NOTES -11- i �f St. Lucie County Building-& Zoning` M 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist . Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 266n7 waterproofina, LLC (C('1 3 2 9 5 9 Gas NUMRVR: o' Qgne _T PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. t i;. SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (ifapplicable): to have agreed to be the (Company Name/Individual Name) zz-L f --; & sub -contractor for (Type of Trade) Contractor) -.-' --% \- for the project located at - �jz�) (Project Street Address or Property Tax ID 91 \_ 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) --- -- O�CL✓� roc c•� S� . �1 ��\ SIGNATUi2E PRINT NAME DATE Business Name: Address: 6 % pGtJ. 6,3 x"_ City/State/Zip: %C % rl i Y iz c F l Phone: 7 7 2 ,T/ email: _ 5 7 eel ,!�Qr;. F zf i r-, G p, r l - cr c, �.,-► OFFICE USE ONLY: PERMIT # ISSUE DATE Ill r , ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (I£ 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 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case 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 J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (I£ applicable): CAC0 2 4 3 7 9 Comfort Control of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at ;`Z�l . (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQU IZED Barry Zimmerman PRINT NAME DAT Business Comfort Control of St. Lucie County, Inc. Address: 1 5 01 R i I tmnr e S i r e e t- City/State/Zip: Port St-- ._ i PT,_ 34983 Phone: (7 7 2.) 7 8 5— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS y� BUILDING & ZONING DEPARTMENT F�ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing. & Waterproof inq, LLC have agreed to be the (Company Name/Individual Name) Rr)ofincr sub -contractor for Wynne Buildinq (Type of Trade) (Primary Contractor) for the project located at S5;:p CD���^ (Project Street Address or Property Tax ID #) Corp. It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED v , Andrew Kriska IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofinq, LLC Address: 1 R1 4 SW Ri 1 f-more St. City/State/Zip: Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property.. Z) Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that .in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lvle Wvnne Property Owner Name ;. Prop� rtyFUSvne �s' -'tt fe Date Am . STATE OF FLORIDA, COUNTY OF S t . Lucie ACKNOWLEDGED BEFORE ME THIS 7- DAY OF jr 20 -By-Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO AASPRODUCED AS IDENTIFICATION. 4 I% SIGNATURE O NOTARY TYPE OR PRINT NAME OF NOTARY (S GA L) NOTARY PUBLIC TITLE C ISSION NUMBER tiPnv Pia,, D ROTHY ANN HAFNER :'_°, «`�•s NotaryPublic - State of Florida • « : PAY Comm. Expires Oct 2, 2012 Commission # OD 827096 •''' ° i� ��p` Bonded Through National Notary Assn. I MIN. SETBACK REQ. /`� FRONT J i SIDES _ L l� k -, C4�R SIDES w REAR Ujwo TECH. i v�lI $_Q1..If FORM 110OA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION . Florida Department.of Community Affairs Residential Performance Method A r r Project Name: Street: Q � �, Builder Name: WAYNNE 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 ftz 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 7. Windows Description Area b. N/A R= ftzc. a. U-Factor: Sgl, default 134.58 ft2 N/A R= 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 ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A f12 SHGC: HSPF:8.2 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 b. N/A R= ft2 EF: 0.9 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 ST,q?8 this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance O�-T1rIE �y' o O r,,,�'� with the Florida Energy Code. �w' -?,•� !� ru,,,�d% .,;. :. °;, O PREP A Velh Before construction is completed ,,.•;,. DATE: building will be inspected for wz/this compliance with Section 553.908 I hereby certify that this buildi as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'pb ,�, t OWNE R/ _— BUILDING OFFICIAL: DATE: -�NT: � `_ DATE: . 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC RBS IRCC V # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frae 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 i Wood N one 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Overhang Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No 1.3 0.64 N Single (Tinted) No 1.3 0.64 N Single (Tinted) No 1.3 0.64 N Single (Tinted) No 1.3 0.64 N Single (Tinted) No 1.3 0.64 N Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in 19.58333 1 ft 0 in 0 ft 6 in 20 ft2 6 ft 0 in 0 ft 6 in 6 ft2 1 ft 0 in 0 ft 6 in 39 ft2 10 ft 0 in 0 ft 6 in 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA — Forced Ventilation -- Run Time Supply CFM Exhaust CFM Fraction Fan 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: I[14 30 kBtu/hr cfm I 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 i FSEC Cert # Company Name System Model # I Collector Collector Model # Area Storage Volume FEF None None ft2 I 5/5/2010 8:45 PM EnergyGauge® USA - 1 Page 3 of 5 DUCTS -- Supply ---- ---- Return ---- Air Handler CFM 25 Percent Leakage QN RLF # Location R-Value Area Location Area Leakage Type 1 Attic 6 75 ftZ Attic 15 ftZ Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin X Jan X Feb X Mar X A r X Ma Jun X Jul Au X Se Oct Nov X Dec 1XJ €XJ jXj IXI jXj �Xj JX jXXj Ix� jXXI rXI D Venting X� Jan Feb Maar r Apr May Jun X� Jul XAug Sep XOct Nov X Dec Thermostat Schedule: HERS 2006 Reference ours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM .80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/5/2010 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 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.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 top plate. 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 T-1 heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 ! Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow.must be icted to no more than 2.5 gallons per minute at 80 PSIG. L97' Air Distribution Systems N1110.AB en pI chambers All ducts, fittings, ch i I eeeae shall be mechanica ly a d, su atd �istailed in accordance with the criteria on B. Ducts in unconditioned attics: R-6 min. insulat 'n 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 F-I N1102.13.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick -Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 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 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 ftz 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 CodZK��� Builder Signature: - Date: qvV Address of New Home:aq � , City/FL Zipj�;3 F a p vTUE *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Project Summary Job: wri htsoft� Date: APRIL 28, 2010 9 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 Proiect Information For: GcQK�d. QA<YK�WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1452 1452 Volume (ft3) 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 H2 Fl� Printout certified by ACCA to meet 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 L©a"ensible heat ratio 0.81 L•1S1 �LS!!, Ak- -Of*- wr!0"t2-.oft- Right -Suite® Universal 7.1A6 RSU05864 2010-May-05 20:35:12 AC ZA: E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Date: Load Short ForD -�- 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 I Area I Htg load I Clg load I Htg AVF I Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FOYER GRT RM/DINING LAUNDRY KITCHEN MS BATH MS CLOSET MS BDRM HALL BATH BDRM 2 MASTER LAV 60 509 46 150 53 70 252 18 45 194 56 1153 7608 921 395 1011 78 4186 19 521 708 7096 1864 3487 577 157 5360 39 250 1799 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 56 373 45 19 50 4 205 1 26 176 45 33 326 86 160 27 7 247 2 12 83 18 ti -F*F wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = 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 -___ AAOA -]QQQ.1 )r10QR 1nnn 1nnn IUTALS I4K) 1 L IOU r �a Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A= Ak wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 2010-May-05 20:35:12 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 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 6.7 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 (ft) Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18 487 448 1141 978 0 , 0 0 0 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W 12C-0sw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 12C-0sw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L--D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16B-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 OP r 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 Internal 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 706 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -ram wrigr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 wrightsoft° Right-JO Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE.ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 W Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �--( 12C-Osw 1A-r1ob 12C-Osw 0.091 1.080 0.091 n n a 2.55 30.24 2.55 2.18 23.54 2.18 260 40 0 220 0 0 561 1197 0 481 932 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1A-r1ob 11J0 12C-Osw 1.080 0.600 0.091 a a s 30.24 16.80 2.55 26.27 17.40 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 52 0 0 132 0 0 114 1�11 L-G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W W 13A-5ocs 12C-Osw 1A-r1cmd 1 Dc2ow 1213-0bw 0.125 O'.091 1.270 0.570 0.097 s w w w - 3.50 2.55 35.56 15.96 2.72 2.22 2.18 26.39 59.58 0.85 0 196 39 0 0 0 157, 39 0 0 0 400 1387 0 0 0 343 1029 0 0 0 0 0 0 56 0 0 0 0 40 0 0 0 0 108 0 0 0 0 34 P I-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 1613-30ad 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 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 1 17608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �}r wr:gr�tsofc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �CCP. E:\Wrightsoft HVAC\Wynne Carp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 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 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heaVcool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ftZ °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 r-- G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 Val 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 T-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 6 6 213 158 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0. 0 0 0 0 0 0 0 IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 69.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 1 D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 150 150 134 252 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 150 0 0 0 53 8 285 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 124001 0 10 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load I 1 395 3487 1 1 1011 577 Air required (cfm) 19 160 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -+ Right-Sufte® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC^`C. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 • 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 MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 18.0 ft 5 Room area 70.0 ft' 252.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft'--°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,V 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 -G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 VIJ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 L�_-G D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 153 153 390 334 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.65 2.18 0 0 0 0 119 89 227 194 1A-r1omd 1.270 w 35.56' 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 II-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 252 40 1502 0 Clow ,, 'EliCC) 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 101 0 10 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 157 4186 5360 Air required (cfm) 4 7 205 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �}t wrsgr.rsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 /� E:\wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 - - 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 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft2 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ t2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.55, 2.18 0 0 0 0 40 40 102 87 i-G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 WI 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 F--ci B. 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VII 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IWI ^ t; 1A-rlomd 1.270 w 35.561 26.39 0 0 0 0 0 0 0 0 G 1D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 01 01 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer r,�,. 0 0 14 Redistribution Subtotal ' • ! 6 1.y 0 ?`tl 1 �'i`i 0 187 15 Duct loads 24% 34% 4�14% 34bo .',+�� 0 63 Total room load _T 1g :,.-.., ,.: :�.��� 5 250 Air required (cfm) 1 2 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrigr�tsort- Right -Suite@ Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCP. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: 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 W Ty Construction number U-value (Btuh/ft� °F) Or HTM (Btuh/ft� Area (M or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vdl L -G 12C-Osw 1A-r1ob 12C-Osw 0.091 1.080 0.091 n n a 2.55 30.24 2.65 2.18 23.54 2.18 124 0 100 124 0 80 816 0 204 271 0 175 0 0 0 0 0 0 0 0 0 0 0 0 11 D 1A-r1ob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11 DO 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 a a s s s w w w - n 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.68 0.85 11.31 20 0 36 0 0 0 0 0 0 0 18 0 36 0 0 0 0 0 0 0 605 0 92' 0 0 0 0 0 0 0 525 0 79 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 224 0 0 0 0 0 0 0 0 0 142 0 0 0 0 0 VV L-G W W Lci G P L---D C C 1613-30ad 16C-19al 0.032 0.049 0.90 1.37 1:68 2.08 194 0 194, 0 174 0 326 0 0 56 0 56 0 77 0 117 F 22A-tph 1.358 38.02 0.00 194 33 1236 0 56 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 1 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 Total roam load Air required (cfm) r e 4 6 99 alkT 925 45 398 18 I . Printout certified by ACCA to meet all reauiremen s of al h If r}+ wrytc- -Suite® Universal 7.1.16 RSU05864s ACC GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 2010-May-05 20:35:12 Page 6 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek POWER TO PERFORM."" 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# Truss Name Date No. I Seal# Truss Name Date 1 T4134019 A5 7/26/011 18 T4134036 KJ8 7/26/011 121 T4134020 I A6 7/26/0111 FILE t4mov 13 1T4134021 I A7 17/26/011 14 I T4134022 I A8 17/26/011 15 I T4134023 I A9 17/26/011 16 I T4134024 I A 17/26/011 17 i T4134025 I GRA 17/26/011 18 I T4134026 I GRB 17/26/011 19 I T4134027 I J 1 17/26/011 110 I T4134028 I J2 1 7/26/011 111 i T4134029 I J3 1 7/26/011 112 I T4134030 I J4 17/26/011 f 113 I T4134031 I J5 17/26/0111 114 j T4134032 I J6 17/26/011 I L15_ I T4134033 I J7 1 7/26/011 I 16 _ I T4134034 I J8 17/26/011 I 117 I T4134035 I KJ7 17/26/011 I The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: 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. %%01011Iffill" 11 % PQv I N Ell SS. F� pia P68182 STATE OF 1JJ Z o • O R °osl� FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Grand Carlton 9' Porch M11311 A5 SPECIAL 9 1 T4134019 Job Reference (optional) Charrlbers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page r1-0-Q 7-8-5 10-6.4 , 17-0-0 , 20.4-8 26-4-0 34-0-0 35-0-p 1-0-0' 7-8-5 2-9-15 6 5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:61.3 4.00 F12 5x8 M1120= 6 2x3 M1120 II 2x3 M1120 11 3x6 M1120- 7 3x6 MII20-- 2x3 MII20Zz 4 5 8 3x4 M1120-- 3 9 N 1 2 14 10 11 N 7x10 MII20= 15 I 0 16 c 3x10 M1120% 13 12 3x6 MII20z:� 2.00 F12 Sx10 M1120= 2x3 M112011 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/TP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 `Except' WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation qUide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2= 153(LC 6) Max UpIifl2= 858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 0 TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14— 1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14— 182713309, 6-13=-342/543, 9-13— 664/551, 9-12=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph I N VF (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ���� Qv •E ��` DOL=1.33 plate grip DOL=1.33 �� �� 3) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with live loads. , �\ C' N S�: •. �i� psf any other �e� ,.' 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. N( 68182 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ot; * •� bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=858, .0 /• 10=858. .�'. T OF . I/• • LOAD CASE(S) Standard �� , �. ��� FL Cert. 6634 July 26,20 0 WARMNG . VeHfij dasi4n p—,—wte and READ NOTES ON 7711S END INCLUDED B97EKREFERENCE PAGE MI-7473 ren. 1 O-'08 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not h m designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pa... —PS ... fabrication, quality control, storage, delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnw 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 M11311 A6 SPECIAL 1 1 T4134020 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page r1-0-Q 8-11-11 15.0.0 19-0-0 ,20.4-8 26.4-0 34-0.0 $5-0-Q '1-0-d 8-11-11 6.0-6 4.0.0 1-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:62.6 400 F12 5X10M1120i 5x6 M1120-- 5 6 2x3 M1120,� 3x6 1011205� 3x4 M1120z�- 4 3x6 M1120-- 3 7 8 2 14 9 r j 1 6x8 M1120= 13 EI 10 N Im 3x4 M1120 = 12 WOM1120= 11 3x6 M1120--6 2.00 F12 5x6 MII20= 2x3 M1120 11 10.6.4 15-0-0 20.4-8 26-4-0 34-0.0 10 6.4 4-5-12 5-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/f PI2002 (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 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 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. Copy TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7= 2330/1402, 7-9=-3059/1811 FILE 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. 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 ,`,���� DOL=1.33 plate grip DOL=1.33Qv N • 3) Provide adequate drainage to prevent water ponding. ,� • \ S' �� s, 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. Ci E N •�`'•,• psf :� ,• �, 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit � between the bottom chord and any other members. N 68182 •= 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIfPI 1 angle to grain formula. Building designer should verify capacity oc bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=875, .� 9=875. T O F LOAD CASE(S) Standard oo • , ,c 4U J# o°°°ss • •N A�� "".N M►� FL Cert. 6634 July 26,20 0 WABMNG - V-gfij dmlgn parameters and BEAD NOTES ON7711S AAm INCLUDED W7EKREFEBENCE PAGE b1fI-7473 ra. 10-'08 BEFORE USE, Design valid for use only with MTek connectors. this design is based only upon parameters shown, and is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the Mi Tek " erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PERMi Pra fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 13-00 21-0.0 264-0 34-0-0 $5-0.0 1-0- 8-11-9 4-0-7 8-0-0 5-4-0 7-8-0 1-0-0 Scale - 1:62.6 48 MII20% 4x8 M1120-- 4.00 12 4 5 2x3 MI I20 � 3 3x4 M1120-- 6 2 11 7x8 M1120= 7 8 n i d 3x10 MII20= 10 o 9 3x6 M1120-- 5x12 M1120= 2.00 F12 2x3 101120 I I 10.6.4 13 0 0 20.4-8 , 26-4-0 _ ,_ 34-0-0 10 6-0 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4-4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress [nor YES W B 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 do 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 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4= 4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827 BOT CHORD 2-11= 3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9— 1601/2801 WEBS 3-11=-284/42114-11=-1309/2342, 4-1 0=- 1032/675, 5-10=-116/454, 6-10— 617/510. ILE 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111111 ��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 I DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. `,,,•lav F �I� E N S • • live loads. � G `- �i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other .•• �,� 4 � 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 4 between the bottom chord and any other members. N( 68182 = 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity oC * : •� bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=890, = .� 7=889. �. T F LU • �! LOAD CASE(S) Standard 111 FL Cert. 6634 July 26,201 0 immumG - vcfij d® ga parmnet and READ NOTES ON 777IS Alm INCLUDED WTESREFEREIVCE PAGE NR-7473 rr . 10-'OS BEFORE USE. m Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PpWtR ♦O PFn{O 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 Thus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134022 M11311 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 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 20-4.8 230-0 261-3 34-00 5-0 1-0- 8-11-9 2-0-7 4-8-4 4.3.4 2-7-8 3-1-3 7-10-13 1-0-0 Scale = 1:62.6 5x6 MII20= 2x3 MI12011 Sx10 M1120zz� 3x4 M1120= 4.00 F12 2x3 M1120,\ 4 5 6 7 2x3 M� 1120 3 8 n 1 2 13 9 10 I, Im 1 7x6 M1120= 0 3x10 M1120= 12 11 3x6 M1120:Z� 2.00 12 5x12 M1120= 3x4 M1120= 10.6-4 20-4-8 23 0.0 34-0-0 10-6.4 9-10-4 2-O- 11-0-0 Plate Offsets X 2:0-4-4 Ede 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psi) SPACING 2-0-0 CS1 DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(rL) -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/f'PI2002 (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 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5324/3282, 3-4= 4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 7-8=-2623/1654, 8-9=-2960/1878 6-7= 2687/1741, BOT CHORD 2-13= 3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11 =- 1648/2750 WEBS 3-13=-357/48414-13— 933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12— 346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. {{ 11111 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 I� ` V DOL=1.33 plate grip DOL=1.33 3) Provide drainage to , PO-. , , , • F§ ,e� •' • �� adequate prevent water ponding. 4) This truss has been designed for 10.0 bottom live load Ci E fV • live loads. S'4t,`•• a psf chord nonconcurrent with any other �� ,•• �,� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. N( 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity oj= 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. T QF%�U • •• LOAD CASE(S) Standard i ., �` Q _��� NI�III FL Cert. 6634 July 26,20 0 WARNING - V61& d lgn parameters and READ NOTES ON THIS AND INCLUDED 14IfTE8'REFERENCE PAGE MI-7478 �. 10-'03 BEFORE USE. c Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component. ME 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 responsUllity of the MiTek" support of web members only, stability erector. Additonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding r----- "- 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 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134023 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1-0 q 9-0-0 14-8-14 1 20.4-0 25-0-0 34-0.0 85-0-p �t-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 MII18H 3x4 M1120= 2x3 M1120 4.00 F12 11 7x10 MII18H-- 3 4 5 6 �1 2 7 8 N , Io 3x5 MIIM0 14 13 12 11 10 9 3x5 M1120- 3x6 M1120= 3x4 M1120= 5x8 M1120= 2x3 M112011 2x3 M1120 11 3x6 M1120= 9-0-0 14-8-14 20.4-0 25.0-0 34-0-0 9-0-0 5.8-14 5-7-2 4-8.0 9-0-0 Plate Offsets X 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/defl 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(TL) 0.03 7 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 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz2=92(LC 5) Max Uplift2=-533(LC 3), 11= 948(LC 3), 7=-365(LC 6) Max Grav2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/711, 3-4=-491/387, 4-5= 382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11=-1362/875, 5-11=-293/254, 6-11=-1054/671, 6-9=0/319 0S NOTES 1) Unbalanced roof live loads have been considered for this design. 11111111 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 ' N V �A DOL=1.33 plate grip DOL=1.33 �% PQvF� �i, •' ' 3) Provide adequate drainage to prevent water ponding. ��� G•E N S •,F�] �: *i 4) All plates are MT20 plates unless otherwise indicated. �� F '.• 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 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. N 681 82 •• 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 Qt=lb) 2=533, 11=948,7=365. -d ; LOAD CASE(S) Standard .0.0. T F FL Cert. 6634 July 26,20, WARNROG - Ver1 jij design parmruiers and READ NOTES ON THIS AND INCLODED OUTEK REFERENCE PAGE MY-7473 ren. 10-W 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 param enters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Additional temporary bracing to Insure during is the responsibillity of the MiTek® is for lateral support of individual web members only. stability construction erector. Additional permanent bracing of the overall structure Is the responsibility of the bullding designer. For general guidance regarding 1O is PGNCGR a' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Jab Truss Truss Type City Ply Grand Carlton 9' Porch T4134024 M11311 A COMMON 9 1 Job Reference (optional) ChaMbers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Pagel r1-0-q 6-7-13 12-4-13 , 17-0.0 21-7-3 27-4-3 , 34-0-0 F1-00 66 132 5-9-0 4. .3 11 3 5-9-0 6-7-13 Scale = 1:59.4 4.00 12 4x5 M1120= 6 19 2x3 M112011 18 2x3 M112011 3x6 M1120-- 5 7 3x6 M1120zz� 3x4 MIIM0 4 8 3x4 MII20-- 3 9 N1 2 10 11 I' 16 20 21 13 12 3x8 M1120= 17 4x6 M1120= 4x6 M1120= 3x8 M1120= 2x3 MII20 I I 3x8 M1 MII20= 3x8 M1 MII20= 2x3 M1 MII2011 6.7-13 12-4-13 21-7.3 - 27-4-3 , 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC OA1 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(fL) -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 FBC2007frP12002 (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 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3164, 14-15= 937/2064, 12-14= 1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MW FRS (low-rise); Lumber Set, v I N DOL=1.33 plate grip DOL=1.33 ,�� P,Q• , • . • F� his 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G E N ,� 4) *This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit \,� �� ,•' . between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=880, * N 68182 :• •� 10=880. '. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, _ 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 iC` Q ��o` 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 j �,•'`� ,,,�>I�S • Un'rformLoads •N`0� Vert: 1 6P1-54, 6-11=-54, 2-20— 20, 20-21=-60, 10-21=-20 1 Concentrated Loads (lb) 1/1111111 Vert: 18= 50(F) 19= 50(F) FL Cert. 6634 July 26,20' ® WARMING - Verljl/ design parmreters and READ NDTES ON THIS AAM INCLUDED MITEK REPERENCB PAGE MIL-7473 reu. 10-US 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 bracing to Insure during is the responslbillity of the MiTek" is for lateral support of individual web members only. Additional temporary stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding — P—ek- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 11:25:30 2011 Page 1 1-0• 8-0-0 11-1-0 17-0.0 18-6-0 22-2-2 26-0.0 34-0-0 5-0- 1-0- 8-0-0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0-0 1-0-0 TRUSS NOT SYMMETRIC Scale=1:59.e DO NOT ERECT THE TRUSS BACKWARDS 4x5 = 11 14 9 7x12 6 17 19 6x12 4.00 12 4 _ 3x6 — 3 — 13 5 18 2 21 10 2 I 22 23 r c 11 Ir; o d 3x5 % 29 28 27 26 25 24 3x5 = 3x6 = 3x5 13x6 7x8 = 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 Y : 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) I/deft L/d 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 FBC2007ITP12002 (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 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. — REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=-154(LC 6) Mau Uplift All uplift 100 lb or less at joint(s) except 2— 393(LC 3), 27=-1384(LC 5), 26= 1697(LC 4), 22=-711(LC 4) CIO Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100, 10-12= 736/1100, 12-13=-736/1100, 13-15= 736/1100, 15-16= 736/1100, 16-18=-736/1100, 11j11111 f /�� 18-20= 1733/1453, 20-21=-1733/1453, 21-22=-1859/1334, 4-6=-140/290, 6-9=-99/356, 9-11=-52/411, 11-14=-123/474, 14-17=-45/344, 17-19= 93/279 BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28— 282/344, 26-27= 688/581, 25-26=-354/461, ♦�♦'� ENS*. .F� F 24-25= 354/461, 22-24— 1144/1704 ♦ �. •° WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=482/421, 13-26=-8327710, N. 68182 18-26=-1876/1617, 18-24= 1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15= 472/441 = * NOTES 1) Unbalanced roof live loads have been considered for this design. -C ; 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber T F ✓L DOL=1.33 plate grip DOL=1.33 . 3) Provide adequate drainage to prevent water ponding. �� •, Q°' _ ♦♦` �.° 4) All plates are 2x3 MT20 unless otherwise indicated. �j S •, cif\`�� • ° ° bottom live load live loads. �o� 5) This truss has been designed for a 10.0 psf chord nonconcurrent with any other s in 3-6-0 tall by 2-0-0 wide will �IO.� of A, 6) trussliveload of 20. on the bottom chord all areas where a rectangle �� fit between the bottom chord and any er members. it 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/ 2-1Od 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. ® WARMNG - Verlfg de lgn,p...t— and READ NOTES ONTHIS AND INCLUDED BUTEK REFERENCE PAGE MII-7473 r , I O-'O8 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 to Insure during is the of the 1� MiTek• is for lateral support of Individual web members only. Additional temporary bracing stability construction responsibillity erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pp y�q o •[giGq - tabricaton, 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 K Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job - Truss Truss Type City Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MTek Industries, Inc. Tue Jul 2611:25:30 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=-54, 2-29— 20, 24-29= 47(F=-27), 22-24= 20, 3-11 =- 1 26(F=-72), 11-21=-126(F=-72) Concentrated Loads (lb) Vert: 29= 641(F) 24=-641(F) ,vtJeuu1r1° j° `,eoPQu N vF�� o :. N 68182 o '. T F °0 �►n s � t►���e FL Cert. 6634 July 26,201 ® WARMNG - VeHfij design parameters and READ NOTES ON THIS AND INCLUDED it'!lTEK REFERENCE PAGE iWI-7473 r IO-US BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an individual building component. �. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not taus designer. Bracing shown is for lateral individual web Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' support of members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PpWLR �o PERLORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Cariton 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 Pagel r1-0-0 7-0.0 i 13-8-14 20-4-0 27-40 34.0.0 35-0-0 1-0-0 7-0-0 6-8-14 6.7-2 6 8-0 7-0-0 �- 0 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118W% 3x8 M1120= 4.00 12 US M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 n 1 2 8 g t2 I� 0 0 3x6 101120% i5 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120= 2x3 M112011 US M1120= 3x4 M1120= 7x8 M1120= 3x6 MI120= 2x3 MI12011 1-0-0 13-8-14 20-4-0 , 27-0-0 , _ - _ 34-0-0 7.0 0 6-8-14 6 7-2 6-8-0 7-0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/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(fL) 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 midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Gmv2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-15= 1644/2780, 13-15=-1653/2820, 12-13— 1177/2012, 10-12= 462/972, 8-10= 454/934 WEBS 3-15=-1491784, 3-13=-862/552, 4-13— 82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=-138/762 NOTES I I I II � I ►III/ `VVI 1) Unbalanced roof live loads have been considered for this design. ,�� N V III 0.01........ 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 eee �j DOL=1.33 plate grip DOL=1.33 ee Ci 1= N S'11 3) Provide drainage to ' : • adequate prevent water ponding. �� �,� 4) All plates are MT20 plates unless otherwise indicated. i 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 fit,;, * :. 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 1E .O Ir `. and 459 lb uplift at joint 8. +' O �• T O F : 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, ��/ Ib down 128 Ib 9-0-12, 115 Ib down 128 lb '11-0-12, 115 lb down 128 lb up at 13-0-12, 115 lb down and 128 • 115 and up at and up at and i o28 down and 128b up at 11 l 15 1down and 1 lb up at 20-11-4,115 �,'js ss ' 1 O • Q% Ib down and 128 Ib up at22-11-4, and 5Pb down annd1 8b up at 24-11-4 and 146 b d wnand 47 b pat 27-0 0 top onchord, and ° • • ` oIII down ato17-0-0, 90 b down at7 811-4 I90 Ib down att 20 - 9 -4, 90 Ib down at 22 - 1-4b nd 90 Ib down t 24-11-4, nd 437 bldown and O N lilt t 101.�s, 196 Ib 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 - Verlfij design parameters and READ NOTES ON TRIS AM INCLUDED W rEK REPERENCS PAGE MI-7473 ren. I0-'08 BEFORE USE. e 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 individual Additional temporary bracing to insure stability during construction is the responsibilIlty of the MiTek' support of web members only. erector. Additional permanent bracing of the overall structure is f11e responsibility of the building designer. For general guidance regarding pOW6N-P.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnus Plate institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 1 GRB HIP Type I City I Ply I Grand Carlton 9' Porch T41 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 201 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (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) }fie �, a 0 G` .if '$iF I4 4 W r5+ x C : �w• QV IN VFW CE N S�•F� i N 68182 . �T OF 0 14f �,'s0% FL Cert. 6634 July 26,20 ® WARMM - Vert, j d.Iq. paramd. and READ NOTES ON THIS AND INCLUDED MITEKREFBRENCE PAGE D?fl-7473 r— 10-'08 BEFORE USE. f Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and is for an Individual building component. � Applicaby of design paramenters and proper incorporation of component Is responsibility of building designer - not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Po rea o P:naanr fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Aualtty 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 T4134027 M11311 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page i -1.0-0 1-0-0 ' 1-0-0 1-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to Scale = 1:6.2 supporting carrier truss (typ all applicable jacks on this job) 3 4.00 F12 2 1 4 3x4 M1120= 1-0.0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(fL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2=-190(LC 3) Max Gmv2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.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- will fi between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `I I1111111 / 11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joi `0, QV IN LOAD CASE(S) Standard ♦,�♦,'� E N FC�� G � S • ie N 68182 : Jr T F �. % ♦ O '•...� P � two• psi ' . �•O,. ' � �� N �� 11111111" FL Cert. 6634 July 26,20 0 wARMNC - veHfiJ design parameters and READ NOTES ONTHIS AAM INCLUDED M7TEKREFERENCE PAGE MII-7473 r . 10-US BEPORS USE. Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding —M.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610.4115 M11311 IJ2 City I Ply I Grand Carlton 9' Porch T41 MONO TRUSS -1-0.0 2-0-0 1-0-0 2-0-0 3x4 M1120= tAC:orKildMIPkel�1 Scale = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 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 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (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 (lb/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 Gmv2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; M le); L 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 . II by I e will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111 111// 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. ,`�1 11Ir N V IIIiI LOAD CASE(S) Standard FL Cert. 6634 July 26,20 A WARMNG - Verfjll design p---dens and READ NOTES ONT UIS AND INCLUDED MTEKREFERENCE PAGE M l-7473 ren. I0-'08 BEFORE USE. Design valid for use only with MTek connectors, This design Is based only upon parameters shown, and is for an Individual building component, NEI 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 R o P6RlORN- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Thus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4116 truss M11311 IJ3 MONO TRUSS T41 1-0-0 3.0-0 3x4 M1120= 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:33:59 2011 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL ' 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 360 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 W B 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=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2= 204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) PLATES GRIP M1120 249/190 Weight: 11 lb Scale = 1 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. r 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 (I - ' ) e D01�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 - -0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. �`��1 11I KI V ,,I.*. LOAD CASE(S) Standard FL Cert. 6634 July 26,20 WARNUM - V-1fiI d—Fgn par n.-t— and READ NOTES ON THIS AND INCLUDED A97EKREFERENCE PAGE MI-7473 ren. 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 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 OW6R� PfFfOPM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carton 9' Porch T41 M11311 �J4 IMONOTRUSS 4 1 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:00 2011 -1-0-0 4-0-0 1-0-0 4-0-0 Scale = 1:11.2 3x4 M1120= 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) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(fL) -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 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFR um 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. Vt J 1111111 /S1� 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 KI LOAD CASE(S) Standard i N 68182 r � r .IcIr._ o W O:• T OF • ', �1111111►`'` FL Cert. 6634 July 26,20 ® WARNING - Ver & design parameters and READ NOTES ON MIS AM INCLUDED MITEK REFERENCE PAGE MU-7473 rea. 10-'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. �. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 6 for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the resporu billity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PpWYN-PfRfOFM.- 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 Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134031 M11311 J5 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries. Inc. Tue Jul 26 10:34:00 2011 Pace 1-0.0 3A M1120= 5.0-0 Scale = 1:12.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -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 FBC2007/rP12002 (Matrix) Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance. with Stabilizer Installation guide. REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=-123(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. go NOTES r, OPI 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWF ; Lu 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. Iti I IIII 11111,o 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 , �� ' 2. ♦ ` 00 V�F °11s LOAD CASE(S) Standard i N 68182 r • + T OF • s� S • , p••.��`ee loop S ' • .. °i ` N FL Cert. 6634 July 26,20 ® WARNING - Verify design pa ..f. and READ NOTES om7wrs AND INCLUDED MITEV REFERENCE PAGE MI-7473 r . 10-'08 BEFORE USE. o Design valid for use only with MiTek connectors. fiis 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 hm designer. Bracingshown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek' pp -ps lOp fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job I M11311 Truss ITruss Type I city Ply J6 I MONO TRUSS 1-0-0 6-0.0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.14 2-4 >476 240 BOLL 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: 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 Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2= 248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) Scale = 1:14.5 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. 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; 1 -rise) 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 r3­0all 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. i 1111 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 , I 2. ♦ Q LOAD CASE(S) Standard s i N 68182 : !, �� T OF • ''�'oss� • .N nnll/�► FL Cert. 6634 July 26,2( X WARNING - VeHfij de lgn paranwte and READ NOTES ONTRIS AAm INCLUDED M =REFERENCE PAGE MlI-7473 reu. IO-'OS BEFORE Design valid for use only with MTek connectors, This design Is based only upon parameters shown, and Is for an Individual building component. Mlicab lity of design paramenters and proper Incorporation of component Is responsibility of bull ding designer -not truss designer. Bracing shown A r 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 bullding designer. For general guidance regarding rows,,,o,e,,,a K- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforrnallon available from Truss Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T41 M11311 I J7 I MONO TRUSS KS[1.34 3x4 M1120= 7-0-0 Scale: 314'=1' 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d 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(fL) -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 TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3=- 191 (LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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); Lum 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 id e fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 an 671 plift at joint 2.��,`% N �� II�� p, i LOAD CASE(S) Standard i N 68182 T OF �. 110. Iej N 11111 �'� FL Cert. 6634 July 26,2( ® WARNING - VeHfii design P—m/ d. and READ NOTES ON Mrs AM INCLUDED MITEICREPERENCE PAGE MII-7473 ram. I O--'08 BEFORE USE. Design valid for use only with MiTek connectors. Ibis design Is based only upon parameters shown, and is for an individual building component. Applicability of design param enters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .owca s cenroww- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITP11 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 M11311 �JIS MONO TRUSS 110 T41 1-0-0 3x4 M1120= 8-0-0 P�NA�iArI-Y�4il Scale - 1:17 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in Vert(LL) -0.14 Vert(fL) -0.35 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS le -ri Lum C 0 MWY&MV 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 t 0 ide I fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `,� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint �� V I N 2. LOAD CASE(S) Standard i N 68182 T OF :� • NA1-E o�` FL Cert. 6634 July 26,20 WARNING - VcHfii d lga parameters and READ NOTES ON THIS AND INCLUDED WIRKREFERENCE PAGR IM 7473 rra. 1 O--'08 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Ls for an Individual building component. Mlicablllty of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respordbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vnwca,n •easanw- fabricator), 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 1 9 10 6 11 5 2x3 M112011 3x4 MII20= 3x4 MII20= 6-8-12 _ 9-10.1 6-8-12 3-1-5 Plate Offsets X 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 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: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/69515-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 LEW NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MW S (Io -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. 111111/ 1j1 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 . �I ���� u N V between the bottom chord and any other members. Refer for , ,�� PQ• , • • , F� oj� N •' F �� 4) to girder(s) truss to truss connections. e� G E `SAC`••? �� 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and �� ••' �,� 249 lb uplift at joint 5. N 68182 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 Ib� down and 14 lb up at 4-4-0, and 57 lb down and 74 Ib up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up 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 i Al �i • \ 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Load ( . `0•.• ,� s I 54, 2-5= 20 Concentrated Loads �ss O N AL ��C,?; 11111111I1o�, (Ib) 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. 6634 July 26,20 ® WARNING- Verf j1j dcstgn parameters and READ NOTES ON THIS AND INCLUDED bffTEKREPERENCE PAGE A91-7473 r . 10-98 BEFORE 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 paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral individual Additional temporary bracing to Insure during construction is the responsiblllity 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 vnwcn— •enrcura- 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 Irsstitute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134036 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 12 3x4 M1120:::: 3 8 2 7 6 3x4 MII20= 2x3 M112011 3x4 MII20= 5 7-3-4 11-3-0 7-3.4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 FBC2007/TP12002 (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 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max Uplift4= 229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/560 BOT CHORD 2-7=-746/1060, 6-7= 746/1060 WEBS 3-7=0/331, 3-6=-1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS w-ri e DOL=1.33 plate grip D01�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. `�� V N t/ �I,� Q F 4) Refer to girder(s) for truss to truss connections. ♦N,c�� 5) Provide mechanical connection (by others) of truss to bear♦♦ing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 Qp, • • G•E N `` eel 318 lb 6. ♦ , • `��`••? ✓= and uplift at joint : �� 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). v 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) O •, 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)h` FL Cert. 6634 July 26,20 © WARNING- Verify design parameters and READ NOTPS ONTRIS END INCLUDED MITEK REFERENCE PAGE MCI-7473 rea. 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 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 fine responsiblllity of the MITek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pewea,o,rw�a — fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/ldr - -I- For 4 x 2 orientation, locate plates 0-11,s' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 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® All Rights Reserved PC WER TD PERFCJRM.' MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury Additional stability bracing for truss system, e.g. diagonal or X bracing, is always required. See BCSI. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves kay require bracing, or altemative T, I, or Eliminator adna should be considered. 3. Never exceed the design loading shown and never st qck materials on inadequately braced trusses. ide copies of this truss design to the building clalihner, erection supervisor, property owner and all her interested parties. embers to bear tightly against each other. ce lates on each face of truss at each d embed fully. Knots and wane at joint ocations 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, TYPE OF SURVEY.1 BOUNDARY I PLOT PLAN U C TIE IN I FINAL TOPOGRAPHIC COMPLETED ON: 1 10-12-11 LEGAL DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 80 GOLF DRIVE, OF THE I "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF SPANISH LAKES I \yv w. SHOWN HEREON. PHASE ONE, OF THE PUBLIC RECORDS 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE OF ST. LUCIE COUNTY, FLORIDA. t` M LOCATED UNLESS OTHERWISE SHOWN. 2 3. THIS SITE LIES WITHIN FLOOD ZONE "X°, ACCORDING TO WQ II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q .- 12111 CO280 F , EFFECTIVE DATE AUGUST 19, 1989. o U 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE W i SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD FFE = FINISHED FLOOR ELEVATION U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R/W = RIGHT-OF-WAY a (0 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE R = RADIUS OF CURVE q� CENTERLINE OF 80 GOLF DRIVE ACCORDING TO THE L = LENGTH OF CURVE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF SF = SQUARE FOOT ST. LUCIE COUNTY, FLORIDA A = DELTA OF CURVE o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PERMIT #: 4 20' PAVED ROAD BOULEV MEDITERRANEAN_ NORTH N85009911"E 87.96' / �O �D( O N #0'' 'f^� W 61.03' a � 0 _ AVERAGE TOP OF FORMS o r0 O J)f�ELEVATION= o p N. s.04' 15.0' 2a.o' 1o.s4' , a,1.56' ABOVE EDGE w Q LL uj OF PAVEMENT NU 62' Iq F u� O D_ —1 O ,— _0 N4.72' N d N 0 � N C� of 46.02' 9.04' SITE BENCHMARK b o N89*24'08"W ELEVATION= 16.08 `O 104.44' ASSUMED EXISTING StL ciq o. F i Date D 1�It Approved 80 GOLF DRIVE LAST FIELD DATE: 10-12-11 ED TO: SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. W NNIE (BUILDERS, 1 \ - - ' DATE: 10-12-11 Surveying - Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 1 I hereby certify that,the survey shown hereon i3 true and JOB NO.: *LEBf7280 Phone: (772) 340-7770 correct and is based an actual rreaseuremeots-taken in the Fax' (772) 340-2250 field. This surveymeets th'e A(r.irrimTechnicai:,Standards 11-1192 of Chapter 61G17;Figr'da adninistr'otiv je DATE: REVISIONS: ALEXANDER A rofessional Surve r & Mapper FB PG' — Florida Certificate No.: 6330