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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE OGLE DATE FILED PLAN REVIEW FEE:_ RECEIPT NO.: PERMIT NUMBER: �J I CONCURRENCY FEE. RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 'y 1: St.Lucie County Building and Zoning 2300 Virginia Avenue SCANNED 'd0R1�p Ft. Pierce, FL 34982-5652 I 772-462-1553 St, Lucie cie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLI CE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS:V 2. PROJECT NAME:_ Spanish Lakes 3. PROPERTY TAX ID #: L3Q1 —1 1 1; — 1 a IIgTeE PLAN NAME: —000/E_:` 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East % of section I township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.) LOT DIMENSIONS:LA6.L(O V I ILL X" I l V t k �r Cx1�l Cry q ai 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK WCTIVIa : SETBACKS (ACTUAL) FRONT: 'k BACK:_ TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION ] RESIDENTIAL [ ] OTHER (SPECIFY) RIGHT SIDE: `t LEFT SIDE: \\ Va [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [ ] COMMERCIAL [ ] INDUSTRIAL DESCRIPTION OF PROPOSED USE: Same v SQ. FT OF CONSTRUCTION: ' _ �� VALUE OF CONSTRUCTION: ' $ 51,000.00 15. SF. FT 1st FLOOR: _ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne Buil!ding corporation{{ ADDRESS: 8000 S. US1, SuI P 402 1�b"►11'I 12-L00 CITY: Port St. Lucie I 11�i i STATE: FL ZIP: 34952 PHONE (DAYTIME): Q 7 2) g 7 ,q 5 513 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: STATE: ZIP: PHONE (DAYTIME): ( ) coo/ CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESS NAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US1, Suite 402 CITY: Port St. Lucie STATE: F L ZIP: 34 9 5 2 PHONE (DAYTIME): (7 7 2) 8 7 8- 5 513 FAX N0. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & B ADDRESS: 417 Coconut CITY- Stuart PHONE (DAYTIME): (! 7� 2 8 7- 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: aden Ave. STATE: F L STATE: STATE: ZIP: 34996 ZIP: ZIP: IMPORTANT NOTICE: When a.permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be 'required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: certify that all the foregoing information is accurate and that all wor wilLbe done in co pliance with all applicable laws regulating construction and zoning. 00 — V _ STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this —LY. day of ff'�( L y 20 1 / , by Matthew Lyle Wile who is personally known ✓ or has produced identification. Signature of STATE OF FLORIDA COUNTY OF S t . The foregoing instrument was acknowledged before me this day of J G! C y , 20�, by -Matthew Lyle Wynne who is personally known .� or has produced Signature of N as identification. �•.,� P,,,, DOROTHY ANN HAFNER Commission No. �'" °e''� otary Pr(b al$tate of Florida Commission No. ��"' °�''�- OO($kT* ANN HAFNER ' ' • = My Comm. Expires Oct 2, 2012 ? *�' Notary Public - State of Florida + , • M =N, A Commission # DD 827096 ;m , Y Comm. Expires Oct 2, 2012 OFF��¢•`' ';��F�i� �oP� Commission # 0O 827096 Bonded Through National Notary Assn. Bo - NOTE: TWO (2 Q IRED. EACH SIGNATURE MUST THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APP44� THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. A OFFICE USE ONLY BpS#: 19 5 SECTION TOWNSHIP RANGE MAP NO. I v ZONING RID LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # IsT FLR ELV � t � �'1 MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990. After-1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 101 AREA FEE FEE (RADON) LIBRARY PUBLIC BLD C BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE T GENERAL SCHOOL ROAD - CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRTJEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC _• GAS LOT OF RECORD FEES, REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO REVIEW REVIEW REVIEW ,_UYIEW _ REVIEW REVIEW DATE RECEIVED :. CDOMPLETED INITIALS conTinenTRR3450Cont' ittet430als 1nC. ,) } 1735660 W. Sunnentlrise Blvd., Suilorida Sunrise, FL 33323 Tel: (954) 858-0780 H E I D E L B E RG C E M E N T G CAUTION! ! 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 j��acontact with eyes where possible and wash truck's own power, and where site conditions BW �����INR1111111111P11 11 IV CV 11 exposed skin areas promptly with water. If any permit the safe and proper operation of his .r �, a / A cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to P�,� ., , f -0-- // ��� �4 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 FORT E� }:��l,,I� �,1'41 i;di I £ PLANT eI'�T masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his .iE;t?�: particles which, without the use of proper eye or acceptance of risk for any loss or damage. .1 718 SE.fLV1TZ ROAD respiratory protection, could cause eye or nose l acknowledge that 1 have received and r y , �3 �- tit �? - 2ir F"� irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent -request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent 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. 10 9 ",6 PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY ' SOLD TO ROIDNr y 1'iPIL,e_S CONCRETEQUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED 1.n00 - 11..00 . .11>(3L) Truck # Plant # Slump Calciumt 1 �) Air'E,1 im Super Plas. PRODUCT CODE t Z"aCarIT `,t3:1R Due at Job 6 4 3 3 1 PURCHASER/ <. PURCHASER'S AGENT Gam' ZONE JOB NUMBER TIMETICKETED ,DATE TICKET DELIVER TO 0 LAGOS DEL. NURTE ­ FT PIE Concrete Disposal: PRODUCT DESCRIPTION UNIT OF UNIT MEASURE PRICE r =�Sy pyy _ pp t t ea , FUFL CEI ED EadG1- t"Fi:. . Use of Concrete FEB ? 7 2012 Drivers Name ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL yds EXTENDED PRICE i . CUSTOMER Truck # Plant # Slump Calciumt 1 �) Air'E,1 im Super Plas. PRODUCT CODE t Z"aCarIT `,t3:1R Due at Job 6 4 3 3 1 PURCHASER/ <. PURCHASER'S AGENT Gam' ZONE JOB NUMBER TIMETICKETED ,DATE TICKET DELIVER TO 0 LAGOS DEL. NURTE ­ FT PIE Concrete Disposal: PRODUCT DESCRIPTION UNIT OF UNIT MEASURE PRICE r =�Sy pyy _ pp t t ea , FUFL CEI ED EadG1- t"Fi:. . Use of Concrete FEB ? 7 2012 Drivers Name ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL yds EXTENDED PRICE i . CUSTOMER 1. WARRANTY: The materials sold by Continent —a Materials Inc. (hereinafter "Continental") are warrant., from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or 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, lass 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 ecor, )mic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE_.: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. 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 past -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be 6roward 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_COND_I710_..NS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket 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. 1 O.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.E.NVIRONMENT_A...L 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.T....E..C.H....N.t..C....AL....S.S...I.S...TA.N...GE: 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.SA_..FETY__DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATI.ONOF T_..ERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. . 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or jab, 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. 21-FEB-2012 07:19 FROM:SOUTH r,nQ9T oaruw,ca,l 1s:gw ,rcwQ�j PERMrr a :ll U BUILDER/CON CT+ PEST CONTROL COW PEST CONTROL UCEI we, ift ur4vo-0*4 t," subumwmm t®rmt0es In ax ftam w if am try: Pcr�n�� ofaon: +. Om ��� * lieabng�t IDrwew�►� P&-Trwt AbOr lh" 4XWbr • dWW & and e�b�a►►� Fro���aJ��rr�Aer�r A 964 ifti 4 iog Pam a►p ftNbmd&A a 7723446042 i I f i V.mi�= . 462-2172 ftsA on 7: 1 TE OF TERMITE T tucT fl Son, I ION tr®c we tt�nt � acerb used. gaHm Mma of j i jacft WIN i�a► Ipr, 0 or �r gr�r,d �e�di ar a�r�e ��@ •� fatidi'p�'t�1M77� N *I* ca + f �1 y�� �i y����yr�,�rC�J' Jf/Vt jrtr�(i� %f &wow Tn-4626443 6- .. - - up Won aanad ono aW AWJm Iw ��lb a►el. ad iw Arfe arrow wov a� A* & 1 /1lfI w* &wlh it stl *w a be p P.1/1 rp" Wl I Cl "IWJW ge�rr � AfOrks ' •rty, FI- REQUEST FOR 30 DAY TEMPORARY POWEP, RELEASE DATE. St. Lucie County (",omm. Devel. Dept. Code c.;ompliance Division 2;Od Virginia Avenue Fort Pierce, FL 34982-5652 PERMIT NUMBER: Fort (561) 462- 2165 xwn _ C) R� I�ax (561) 462-1735 PROPERTY ,ADDRESS; THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION, IN CONSIDERATION OF API?ROYAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above steted purpose only,. and there will be no occupancy of any type, other than tt+at permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by -c711 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, and their employees from all liabilities and claims of any type or nature which may arise riow 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 agreement. Nor put)'"=County, FL St. Lucie conTinenT Continental Florida Materials Inc. 1727266 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 i-IEIDELBERGCEMENTGroup 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 �pf��nL� �� � �� contact with eyes where possible and wash truck's own power, and where site conditions his IfJjUjjEJ�J gj I JI9 I J�I'lL (IjJ I]jj l,Jl exposed skin areas promptly with water. If any permit the safe and proper operation of his !_.1 i cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to /J and repeatedly with water and get prompt medical add water to the mix nor to go beyond the r ��� 7 ,� Q l�' S� treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his I!IN"R i e. FJ-4J-: Oki. i 1,3I.- Pi f-fi1 i particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line glossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. 'Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER ORDERED BY—T.ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE yC'.IFLI15;•1 1 TICKET t."11r.1= I `.4fitl'•I.e 'i f lV':L..f .�7 �..i �di'�.. T4t:...Y•i-. C-r;� I I':f'; I. �iJ lit:f. i1�F'�t 6 � -. ( 1, �'�!� I.`" Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE fi'n i r rlr a (M`i M`tom Y• E - - DEC 0 8 2011 Public Wc r k s J' I`?= '=Y1''( `= St. Lucie COL nty, FL Truck # Plant # Slump Due at Job Use of Concrete SUBTOTAL Calcium!-A3 Air Entrain &per Plas. Drivers Name TAX ❑ CONCRETE TESTED 4fr'�rl` I;:` fi3..a 4. t� TOTAL Delivery Instructions . .. - .. t^I ICTnhAGR 1. WARRANTY: The materials sold by Continental i Materials Inc. (hereinafter "Continental") are warranted tear from the date of delivery.to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied). including any warranty or merchantability or 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. RENLEDY: 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 Continentaj 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.(3ATE: Payment for all credit sales is due by the t Oth of the month following the purchase date. The Purchaser agrees that all past due accounts wil, accrue interest at 1.5% per month. 4. COLLECTION C_0..,..I$: 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/LQCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S. BELAYS: 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. I O.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.E `L1V_..IRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. I&SPECiFiCATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90. Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALEISSIS7ANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFiCATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17. EL 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 sdpersede 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. Continefit I Florida Materials Inc, 1705126 conTinr."T L 1.3450 W. Sunrise Blvd., Suite 430 % Sunrise, FL 33323 m - rIE1DELBEI�GCEMENTG�rpup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the j� ;•�; {�� 99 Y �� here Ctf� �i! �� I ddlUt �4 � IUI ��� �;� with eyes wpossible and wash truck's conditions own power, and caper Ljullgl u1�u� !uJ d 13 l(UI ex osed skin areas rom tl with water. If an exposed wit permit ermit the safe and proper o eration of his operation f! C, - •aI cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 1060 t treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. r'r; r c }fit a f I i P,tLY_Ij;1 respiratory protection, could cause eye or nose l acknowledge that I have received and C 724& t z 2 .Y ,+ 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 thederms 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. Ent Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 PURCHASER/ PURCHASER'S AGENT 3 Z 1 PURCHASERIPURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE TICKET / i'i4 ii�lif: Lf 1tY Yl"Ir? is f.11y �.•.i\I.. l(� I.'�.a�j 1_. t'�S )i..l_D •�/�L. i���lll ` I Y'/i Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE s: Pr-t ` -7f,11 1.~: 1 0 L'- Y I1 cg S - r i7 L.a�, kaa' , Truck # Plant # Slump Due at Job Use of Concrete a 0 SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name TAX J ilitf ., i fC i� ? v ,I :'.f4 ❑ CONCRETE TESTED TOTAL Delivery Instructions r—... Mi— CUSTOMER 1. WARRANTY: The materials sold by Continental Florid; arials Inc. (hereinafter '*Continental") are warranted for ' from the date of delivery 'to be free from defects in material. This wan* nt;: is e tiusive and is in lieu of all other warranties (whether written, oral or implied), irr,SJuding a , rranty 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 delivers and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and otherdamages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations Linder this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. . I 2, EX.C_L..USIVE F;EMED�: 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 fife, 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 lial.Ality, 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 front 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, pupyive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any othersimilar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3.:D_UE_DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection, incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures, Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX QEJLOQKf!1Q S: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be respohsibie for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery bf 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 notlimited 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 a1 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.SPECIFICATIQN: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Wed 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 twijA(3ut 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-concrgte after delivery. 14.1E...CH.NICALASSISTARCE: Continental accepts no responsibility -for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance p"rbvided' 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, i mtylQ.D.,,,I,FICATI„QN.OF,TE.(,.MS'. 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. n 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. 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 andior provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. ,DnTln`enTrtkz��`%� C L Continental Florida Materials Inc. riTiEWDELBERGICEMENTIG 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 CAUTION! 1 Freshly mixed cement, UNLOADING r0UP mortar, Drive, are �rohibited I concrete or grout may cause skin injury. A , void from delivering concrete except under the It contact with eyes where Possible and'wash truck's own power, and where site conditions -7 exposed. §kin 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 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of P I E R CE f (.1 1 Q, i� IL., masonry units may result in the release of dust the Purchaser/Purchaser"s Agent and his particles which, without the use of proper eye or respiratory protection, could cause eye pr nose acceptance of risk for any loss or damage. I acknowledge that / have received and irritation. The Material Safety Data Sh 4 Is for �6 accepted the aterials listed on t is ticks 'm h t Curbline crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's the products sold by Continental Florida Materials Inc. are available upon request. I understa�d and agree to the terms on both Agent the front and back of this ticket. Initials of Purchaser/Purchaser's Agent acknowledging addition of water at TOTAL xoon request.�— ARRIVAL TIME START POUR TIME ONISH POUR TIME LEAVE JOB TIME --------------- ADDED PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT P.O. NUMBER/ 111E IONE JOB 11MIBER TIMETICKETED DATE,,,I,,:' '17KET, SOLD TO DELIVER TO Concrete Disposal: yds QUANTITY QUANTITY THIS LOAD ORDERED' QUANTITY DELIVERED PRODUCT CODE PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE Truck # Plant # Slump Due at Job Use of Concrete SUBTOTAL UILLXF5, TAX LI CONCRETE TESTED TOTAL 'elivefy Instructions 1. WARRANTY; The materials sold by Continental Florida Materials Inc. (hereinafter "Continental") are warranted for 1 year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular ; purpose. Continental's liability under any circumstances will no be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation tci discover any defects, latent or, otherwise, and'Continental will not be liable for and other damages including,, but not limited to incidental, rr�direct, consequential, 50ecial or delay damages, loss of profits, or any other damages arising out, of the breach of any obligations underthis agreement. Purchaser further agrees that l 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 ortious condand purchaser uct or statutoryods. Materials, or t violation by Continental, shall belroittetdeto, o and hasernot forany exceed hehdamages priceincludiof the go limited to, lost profts,rlost ces wages wages, incidental, co sequenturchased from Continental by ialrcompensatory, agrees that Continental shall not p special, delay, punitive or any other damages including damages for pain and suffering, mental disease, medical or funeral expenses; any other obligations damages, or any attorney •fees or costs incurreed byr he purrcdhvarr.in ices defin'eated abovuurnegligence, e li enlce, str ctlliabil ty orandor uo her tortiousof action gcolnductnst ocormm tted byI for rCo tinent each of y nonnectfon tinder thhts sale o the ,breach of the express p 9 9 purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the pnt, in urchase date. The Purchaser agrees that all past due accounts will accrue interest at 1;5°i� per month. incurred by to I 4: COLLECTION_CQSTS'. Purchaser agrees to pay Venute of any act on d costs of c Purohaser and Continental shall berBro ward County, Florida. judgment, or appeal, for bankruptcy arid, for post -judgment collection procedures,, 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 livery n Conlinental 6. DELIVERY S�TF CONDITiQN_5_:�� Continental is of heJthe right to d6te�mine op pion that del very weuldtberun utabletheoortunrsafe.very rThe Puerohaseby h shall ti be responsibier6haser is ffor alscosts wind damages inrcurred may refuse to deliver to a site if where adequate access for delivery cannot be obtained. ' ` 7. UNATTENDED DELIVERY IT :Where delivery of products is to be to an unattended site. Continental tiviif not liable for any loss or damage to products, property or for unsigned ipment plant and delivery equ delivery tickets. any cause 6. DELAYS: Continental shall not be liable�for any delay in delivery or non- nfental; s unlab eftorcomplete de4bi eryy of any partlof andorder,ing rthe Purchaser shalt t not limite accept such part of the breakdowns, industrial stoppages or shortages of raw 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. x e checked by the uyer at the time of delivery for compliance.with 9. QUANTI.TI,ES: This ype and quantity of products ddeli Brand ad a dthoae shoon p n onir he delivery ticket t cketcket must bmu k be noted n allcopiescopies of the delivery ticket signed by � products must be ma Purchasers. Purchaser's order. Variations between actualquantities as invoice charges 7 days of based on the otherwise it will be acctepted by Purchaser epirand nphetabsenlce of tarry dam the�Pu� haser shall, beleged short dliable o pay for the full quarvery of t ofde +pcdulcts i within seven (} y listed on the Continental delivery ticket:' All yards. There will be a short load charge on each delivery, less than five yards. One call back 10,ML.NIMUM LOAD.._CHARGrives quoted are based on toads of not less than five prices t . without charge will be allowed on pours exceeding ten yards. , 11:WAlTING TIME: A maximum of gixty minutes per 10 yard load v�?I be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.E NVIck RONMENTALCHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECiFiCATtON: Unless specially ded. f AtSTMtal coretem foranufactrC crotered `Masonry Continental iding to the provisions s not T responsible for'con�cretet R hich he Purchaser (without rete, and btothe 'a manufactured according to the provisions approval of an authorized agent of Continental) has added or requested Specifications for Continental et add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery.claims ovid 14.TECHNICALASSISTAA cha eosti uedancecoNy andrPurcha elrrag evarising es to relysolely on its own archtects,rengineers eorrotheertechncp d to the atexpertsr Advice and assistance provided by Continental is for 9 15.SA..FETY _QAT.A: The Makerial Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No ee pl a effect of any ont of Cthese teams and conditions or of any warranty or gu'a al has the authority, in the absence of an s teeriand no such employee or; makgng any such mpanstatemor fen d or otherwise concerning the exist shall be acting on behalf f or other the consent or a6reeroe�nt has authority to alter oCvati any for he of these terms and conditions.lSome of Continentalrie Divisions' terms fmay aicer of iry due to ndustry, s tandards other employee a y e ards but all changes must be approved by an Officer of the Company. S: The Purchaser as indicated in this quotation; agrees o abide by these terms, regardless of any change in the legal staire .' Purchaser, c until the term of this quotation, �to abide by these terms, regardless of any change fn the legal status of Purchaser, or until the'term of thisquotation expires.'These terms contained herein supersede any s previously given to Purchaser that conflict with the terms herein.est of the Purchase coottieast oil Flor Chehalf of r p1 set foih herein shalt be deemed or be aepart of and ncopo ated by eth t m into such whit i nagaeement to pls to or on u chase kr for a spertfic prof 1nthstat°rlirn,� ark:�rm or provision in thew contract or purchase order io the contrary and, ff there isl o'onfiict with terms and/or provisions of t±� written contract else order, the terms herein shall prevail anc " eterminatjve. _ Hf _ 21-NOU-2011 03:40 FROM:SOUTH COAST 7723446042 tT-Q'4626443 P.1/1 r �X 7 Kv P ' Y r ':s OPTEman wr rw r-am Pow* b67L Men Irr PEST emmm � Mrt w� �r+��Y'��h�N�1�M MMIiMN1�lM.iil■/1�1�I tlr� �r �io�hlr�M■� rt1�r#�Ir1picot AI■� �► Tmmw Tomom aft NOSWIMM --r�M''n■rrt _ �i 1 � a r Ate► AMrl��irtNJM.#r�1�11��w�■►irrA�w.�1uw� pu lic INorks St. Lu ie ounty, F�- DUNKEhHERGERSO engineering & testing, inc. oil Density Test Report Project Name: Spanish Lakes Country Club Village Address: 20 Legos Del Norte Project Number: PSL-09-3011 (BG 10.2) Date Tested: 11/17/2011 Technician Initials . CW Client Name: Wynne Building Corporation ermrt No1f1(017�011195~1 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 11/17/2011 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Laboratory Proctor I+tieldo-Tests3 , y Maximum Dry Density Optimum Moisture Dry Density Cone Resistance' Moisture Minimum Required Compaction Percent Maximum Density Test Results Test No. Probe Depth (in) (Pcf) M (pcf) (tsf) M (%) M 1 12 113 12 113.8 --- 7.4 95 101 Pass 2 12 113 12 114.0 --- 6.9 95 101 Pass 3 12 113 12 112.3 --- 7.8 95 99.4 Pass 'Type of mem Density Test: F ASTM D 1556 r7 ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: IV AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2530 Moisture: 637 1 f 'Elevat>:on+ rr t ire Test L'ocatton, d Bolero, Front of house pad (footing subgrade) 1 0-12� 2 1 0-12 Center of house pad (slab subgrade) 3 1 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: =A°ll'T�ype = �+ 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: F NGVD r M SL % Other: Inches below top of final fill cc: Client ... (1)nl?`°'�y'�a;i� �m Wynne Building Corp., B. Bailey (field)... (1)� St. Lucie County Building Department ... (1) NOV _ _ J-2— Wc)rk ouns Da id T. Youn om Xiaoyan Zheng, .E., PhD Senior Project � ager NOV 17 2011 FL Registration No. 68330 ..r The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011(10.2) Progress Report PR 24 JOSEPH E. SMITH, CLERK THE CIRCUIT COURT - SAINT LUCIE COU" `r FILE # 3609970 OR BOOJ08 PAGE-1497, Recorded 07/15/2011 2:40 PM AFTER RECORDING -RETURN TO: I I • 'flux .tipxcc ix n�erv.J Tur reonBt,yt lulu J PERMITNUMBER: �- r NOTICE OF COiVI1VIENCEMENT 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 he Notice of cormneaccment. I. DESCRIPTION OF PROPERTY ([,egal descriptio and street address) TAX FOLIO NUMBER:1301-11 I—0001-000-- Country C1ubb RACT_—LOT BLDG UNIT SUBDMSIONyi 1 1 anoBLOCK - __ n �1 i , -44G Ranae 39E Dec �� _ - - y rig N&W o Turnpike Feeder oa 2. GENERAL DESCRIPTION OF QHPROVEMEN : �I 3. OWNER INFORMATION: a. Name b.Address 8000 S. US" Suite 402t PSL, FL 34952 c.interest inproperty d. Name and address Of fee simple titleholder (if Othe than owner) 4.CONTRACTOR'S NAME, ADDRESSAND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402 PSL _a495Z 772-87a_551� - 5. SURETY'S NAME, ADDRESS AND PHONE NU BER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUI 4BER: 7. Persons within the State of Florida designated by Owr cr upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: JO n Brennan 34 7 —4 NAME, ADDRESS AND PHONE NUNIDER: 1 a 5 C 8. In addition to himself or herself, Owner designates IN following to receive a copy of the Lienor's Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: lion date is 1 year from the date of recording unless a different dale is 9. Expiration date of notice of commencement (the expi specified) ' 20-- T FMrFME'NT P ) unTire OF COMM -- 66 1553 Matthew Lyle Wynne j_Cg-PrPGident Signature of Owner or Print Name and Provide Signatory's TilldOfTTee Owner's Authorized Ofrcer/Director/Partner/Mana el State of Florida County of S t ( U r i c �L L4 y 20� The foregoing instrument was acknowledged before me his day of By Matthew Lyle Wynne , as trustee, attorney in fact) (Name of person) (Type of authority... e.g. Owner, officer, For Wynne Building Cor oratio . (Name of party on behalf of whom instrument was a ecuted) Personally Known 'V� or produced the following type of TD: DOROTHY ANN HAMER Notary Public - State of Florida �J4 Q ry 7 ✓)n!N l714FA/�X MY Comm. in0Expires Oct 7 2012 96 (Printed Name of Notary Public) (Sign lure of Lary Public) tlr'r `'�P; Commission t/ OD 827096 ,.,, ..¢� Banded Through N+Ilonal N01ar Assn. Under penalties of perjury. I declare that I have read t e foregoing a 'hat the facts in it ar belief (section 92.525. Florida Statutes). Signature(s) or or Owner(s)' uthori d Office who signed above: A By: R,.. avnnootta.ro,m�el STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHIS IS A TRUE W. CHRECT COPY GF THE ORIGINAL SEPH E SMTH CLERK .1 . t-W-MI,l WN-)_—rwE BUILDING C0RP0K-- z,ilON 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie October 4, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 20 Lagos Del Norte Permit # 1107-0195 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to 5 Gorda Way in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 IN I No. DESCRIPTION Coae Section -2- me inscanalion MUSE be coo ' BUILDING PLANNING (Chapter" LOCAL DESIGN CRITERI) ­, ..__)le R301.2(1) unless Weathering & noted otherwise} _ Frost line depth /L'/R Floor live load (Table R301.5) 5 psf Termite area R -7 y � Y Roof live load (Table R301.6) 3 '7 psf Decay area A' 7 o Ground snow load N 1'0 psf Winter design temperature ' 2 Basic wind speed % V mph Ice barrier underlayment required Wind exposure category (R301.2.1.4) G Flood hazards 1,11,4 High wind design criteria applicable .(R301.2.1.1) II '<-,S Seismic design category (SDC) [Figure R301.2(2)] yU SDC C&D provisions (R301.2.2) ROOM PLANNING REQUIREMENTS (R303 through R30 EXTERIOR WALL LOCATION (R302) 1111 A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) /,q Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) e ft` Width ceilin certmm 120 7'-0" T-O'c 5'-0" 70 T-0" T-0" 5`-0" ritchen N.A. N.A. T-0" 5'-0" m 70 7'-0" T-0" 5'-0"om N.A. N.A T-0" 5'-0"t S e a— R303 1 8 R303 3 for mechanical ventilation and artificial light N 8% floor area 4% door area 8% floor area 40% floor area 8% floor area 4% floor area 8% floor area 4% floor area 3 souare feet 11/Z square feet . ee eo io t 6'-6" min. over plumbing rixlures. Required heating (R303.8) ,/ v Floor surface noncombustible; sloped floor (R309.3) SAN1T/}TION (R306 and R307) /V //� Carport: open two sides; noncombustible C// Water closet floors; sloped floor (R309.4) Lavatory EGRESS R310 - R312) window for Basement and sleeping room Tub or shower emergency escape: opening 5.7 square feet Kitchen area with sink (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill Sanitary sewer (Chapter 30) height= 44" (R310.1 - R310.1.4) A/M Private disposal (Appendix /) 111114 Window wells (R3t0.2) GLAZING (R308) i'ri Exit balconies (R311.2.1) i r 5 Identification (R308.1) Exit access or hallway ? 3' (R311.3) A/ 0 Louvered windows or jalousies (R306.2) ✓ One exit from each dwelling unit (R31 f.4.1) Exi#doer~_ 3'0��-"�6(R3i1-4 2) Human impact loads/hazafdouslbcatiorrs--- / (R308.31R308.4) f / Landings for doors (R311.4.3) lr� Skylights and sloped glazing (R308.6) %P Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) stair rise = 73/4'; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 6'8" No opening between garage and sleeping (R311.5) room (R309.1) /1 tq Landings for stairways; minimum dimension Opening protection (garage to residence); 36" (R311.5.4) _ 13/a" solid, wood doors, 20-minute fire -rated IVI f4 Special stairways (R311.5.8) doors (R309.1) li'9 � Ramp slope (1:12 maximum) (R311.6) // Penetrations (R309. i. i, R309.1.2) ZA Ramp landing, minimum 3' x 3' (R311.6.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 51s" Type X re- j0 Ramp handrails; one required if slope > 1:12 (R311.6.3) quired below habitable rooms (R309.2) -3- EUHE55 (cont'd.) Under stair prote I(R311.2.2) DWELLING UNIT SEPARATION (R317) Handrails; required on one 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 5, 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two- J, dwellings: 1-hour fire -resistance rating (nJ 17 1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R3f7.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) y Protection required (Table R301.2(1), Mi9.1, 14) D7n„ f 415-'0' Labeling (R314.2) -----------------.....----- ---- ---- �`` Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) �Koke-developed EILING FINISH (R315) me spread (R315.1) index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) fe'J Quality mark (R319.2 and R320-1.1) SITE ADDRESS (R321) lam} Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) Ill/ f/2 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) / General (R324. i) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �! Wood foundations (R402.1) Concrete, compressive strength (R402.2) FIIO^^TI t�GS-(R-4-03) ----------------- ----------------- _ �`Soll bearing value (R401.4, R403.1) oottng width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing thick- ness (R403.1.1) AIr4 Footings in SDC.0 orD.(R403.1.2, R403.1.3 and R403.1.6.1)' Depth below (outside) grade =12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) -4- Sill plate bolting in concrete/masonry ='/," di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table °3 Footings adjacent to slopes (R403.1.7) . /L"-- Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls (R404.1.1, R404.1.2) SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(i) - R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] TABLE R403.1 MII, '0M VVIV I H OF CONCRETE OR MASONRY FOOTli - inches - LOAD -BEARING VALUE OF' _- (PPP 1,500 2,000 i 3,000 conventional li ht-frame construction 1-story 12 12 12 12 — 2-stor 15 12 12 12 3-stor 23 17 12 12 4-inch brick veneer over light frame or 9-inch hollow concrete masonrV 1-story 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 1fi 12 8-Inch solid or full grouted masonry 1Z 1-star 16 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foal = a.0479 kPa ten— . ;,,;,,,t«„ rnniinn uvirilh is 12 inches. a sinale_wvthe of solid_ or fully grouted 12-inch nominal concrete masonry unlis is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal. wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 R404.1.1(5)] �� Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard 1 R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) R404.3 d R408.2 SIII plate size ( ) Ventilation (R408.1 an ) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade* (R405) Soil class (Table R405.1) Removal of debris (R408.5) Finished grade (R408.6) Dampproofing if basements are below grade* . (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-fibor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) earing 1-5" mint i masonry or concrete) and lapped joists (T) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(Y)l R502.7.1) Joists — Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) — [Table R502.3.1(2)] —may/ Cantilevered joists [Tables R502.3.30) and Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls [Table R502.b(1)] Girder spans and header spans for interior — Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) Allowable span (Ts i503,1) End joints (R503.1.1) STEEL FLOOR FRAMING (R505) Cold-fo steel; applicability limits; in -line framing (Hb05.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) ✓I Material (R505.2.1) Thickness R503.2.1 /�" Identification (R505.2,2) Allowable spans (Tables R503.2.1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)] Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) ' Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" / gravel or'/Z" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R505.3) C9NC,KETE FLOORS (ON GROUND) (R506) ((// Thickness: 31/2' minimum; Concrete strength /(R506.1) fill = 8 maximum sand or gravel fill = 24" Vrl- R506.2.1) ase course: 4" graded with 2" maximum �ggmgate (R506.2.2) C/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERALL 601) �' _sign (R601.2) Component and cladding wind loads [Table P 9 �01.2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2) j Fireblocking (R60Z.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) A- (4- SDC D (R602,10.9, R602,10.11 and R602.1f) STEEL WALL FRAMING (R603) _.... __ r--Stud-gr-ode-(R60-L2)--------------------------------General-(R6t�1 Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) " Interior load -bearing walls (R602.4) AVEL Identification (R603.2.2) Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" O.C. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) J Headers (Tables R502,5(1), R502.5(2), R602.7.2 and Figure R602.7.2j N — Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) . Headers (R603.6) Structural sheathing (R603.7) SHEATHING (R604 and R605�- INSULATING COhiraFTE FORM WALL Wood structural peg (R604) CONSTRUCTION I) f =+rJ Particleboard (R605) General design (R611.1 and R611.2) Type of ICF wall design (R61 i.3 - R611.5) MASONRY CONSTRUCTION (R606 - R610) �Construction requirements (R60.1- R611.9) General design (R606) SDC C and D (R606.12) CONVENTIONAL ENTIONAL CONCRETE WALL CONSTRUCTION Unit masonry (R607) .r vl+ Design basis (R612.1) A/ 0- Multiple wythe masonry (R608) WINDOWS & DOORS (R613) f/ Grouted masonry (R609) � �'" �� General; windowsills; performance, testing Glass unit masonry (R610) and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Wood shakes and shingles (R703.5) Plaster material (R702.2) oollE-xtenorplasfer 64 faster support (R702.2.1) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) -ing each end (R703.7.3) '. Gypsum board support, application and fas-�' Veneer ties: #9 U.S. gage wire or#22 U.S. tentng .(R702.3.2 - R702.3.8) gage by'la corrugated metal; 24" o.c. maxi / mum horizontal spacing; 2.67 square feet y Ceramic tile (R702.4) maximum area supported (wind > 30 psf and 5DC C or D, maximum area = 2 square feet) (� Other finishes (R702.5 and R702.6J (R703.7.4.1) - EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) �Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter S) GENERAL (R801) /Lf (� Lateral support and bridging (13802.8) Design (R801.2 and R801.3) "Framing of openings (R802.9) Component and cla i g ddin wind loads ((able _ - Wood trusses (R802. l..b. R301.2(2)j Roof tie -down (R802.' I.9 ROOF FRAMING (R802) CEILING JOISTS [Tables 13802.4(1), R802.4(2)] y (l' F.ire-retardant-treated wood (RB02.1.' 4 =_ Wit ou a is storage; L1= =1 Bps# /�- Framing details (R802.'-4, t ______ With attic storage LL = 20psf IV Rafter tie (41 o.c.) (R802.3.1) Spacing N/ Collar ties (4' o.c., in upper third of attic) Species (RB02.3.1) _ Grade /v= Purlins (2" x 4" at 4' o.c. minimum) . t�f)7.•�- I Span (Figure p .':Z. 3.1 _ Size f 111S /0 Bearing (RSD2.- j: 4 Cutting and notching (R802 Engineered wood products (R802A, 6 .� -7- -- --•­ -- vv114t71 RV1.+11VIY JVui.- -•/ RAFTERS [Tables 13802.5.1( Z802.5.1(8)1 STEEL ROOF FRA.'... - (R804) Ground snow IoadILL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) I Fastening (R604.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, � � A�G de ' kness ATTIC AG S (R807) Access requirements (807.1) N� TW allowable stresses/grading ` Allowable spans (fable R503.2.1.1(1)) 803.�,� INSULATION CLEARANCE (R808) Installation (R803.2.3) fa,(/ Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) I';"*" Coping (R903.3) ,F,, (C'` Roof drainage (R903.4) MnCo 4R904) m patibility;; specifications; physical characteristics;-Werttification (R904_2 - _ R9K4) —. REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) (; Wood shakes (R905.8) ��It-up roofs (R905.9) C�/ Metal roof panels (R905.10) /` V %,4 Modified bitumen roofing (R905.if) I-' / --1 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) w 49 Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) R„OOOF� I. LAI IUN (Kyub) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.f) 4 Metal roof shingles (R905.4) I Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) r Recover vs replace (R907,3) Slate and slate -type shingles (R905.6) -8- - - -- -.-. - - - vl n�ru�L,. � v KIVL7 f.IfiCt'LHL.CJ tl..11dt..r�c� � •'� MASONRY FIREPLACES (R1G6 Spark arrec._.= (R1003.9.1) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstallation (R1003.11 and R 1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 cf/� Flue area (appliance) (R1003.14) R1001.6) masonrY fireplace) R1003.15) Flue area ( P ) ( Steel fireplace units (R1001.5.1) Inlet (R1603.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003,19) Fireplace clearance (R1001.11) Chimney crickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) / Corbeling (R1003.5) +� Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (61004.2) FACTORY -BUILT CHIMNEYS (131005) /-- Listed and labeled (R1005.1) v _ Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) / � Building envelope (N1102) Cl Compliance; material and equipment % (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'Se energy ee gy conservation plan review record MECHANICAL (Chapters 12.23) / :' j / Appliance labeling (M1302, M1303) /,*v5'f Appliance access (M1305, M1401) 101- j A pIiance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) ZExhaust systems (Chapter 15) Duct systems (Chapter 16) (� Combustion air (Chapter 17) w Chimney and vent location and terminations (Chapter 10 and Chapter 18) pecial fuel -burning equipment (Chapter 19) IV �Z78oilerslwater. heaters (Chapter20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter r /" (. •_ 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) Application (G24t General regulations (G2404) Appliance location (G2406) l Air requirements (G2407) f% Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) i" /" Water service location and depth (P2603, Pipe si'- 1'(32413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605.1) ram! Sumps and ejectors (P3007) 0� Listed plastic materials (P2608) Backwater valves (P3008) Plumbing fixtures (Chapter 27) f /t '� Fixture traps (P3201) C"/ Water heater size and location (Chapter 28) /V- i Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 3342) 7y ,� Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) (%Service equipment and location (E3501, 3506) Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507) -—���Require�lc-branch /-Feeder requirements and load calculations (E3604) ifi13 iring methods (Chapter 37) �/ Required lighting and receptacle outlets (E3801, E3603) Devices and lighting fixtures (Chap ter 39) r� Appliance installation (Chapter40) Iif/,,.5t Swimming pools (Chapter.41) �_Ltass2 remote-bontrol, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) f Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) IV / Provisions adopted (R102.5) � Compliance with Appendix F verified -10- Provisions adopte ' `102.5) Compli ; with Appendix G verified PATIO COVERS (Appendix H) Provisiopg' adopted (R102.5) Compliance with AppendiI verified PRIVATE SEWAGE DISPOSAL (A ndi t P ovision adapted ( 0 .5) C lance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (A pendix J) nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -11- St. Lucie (:ounty Building '&a Zoning 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 addr ss 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 - Plumbing & Supply Co. 19150 CFC057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofinq & 2(;6n7 waternroofina. LLC CCC1329592 Gas PERMIT ISSUE DATE: NUMBER: �` dl�l�J PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. C L > . 1t' L SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / < State of Florida Certification Number gfapplicable): U have agreed to be the (Company Namellndividual Name) sub -contractor for (Type of Trade) (Puma y Contractor for the project located at jp (Project StreefAddress or Property Tax ID # 1 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) 1 � +� (/��hC�✓r YZG� i SIGNATURE PRINT NAME DATE Business Name: 2— lam' C /� c- z'- i-!:. 2"-- t- Address: s 6 %GtJ. 66 /C,,_ )e,4 City/State/Zip: F j VQi-s 2 e % Phone: -2 % 2 -261- email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located .at eject Street AddrM 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 SIGNATL)RES ARE REQUIRED Robert A. Case IGNATLJRE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2-4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE DATE J G ST. LUCIE COUNTY PUBLIC WORKS V) BUILDING & ZONING DEPARTMENT F�ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Ft8g State of Florida Certification Number (if applicable): C'_ AC'. (12 4 3 7 9 C'nmfnri ontrol of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry Zimmerman G PRINT NAME DATE Bu�ame: Comfort Control of St. Lucie County, Inc. Address: 1 Sn1 Bi l tmnrp Street City/State/Zip: Pnrt-St-- T, i . i _ , 'PT.- '3 4 9 S 3 Phone: ( 7 7 .) 7 8 5_ 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26607 CCC1329592 Treasure Coast Roofiftg & Waterproof ihq, LLC have agreed to be the (Company Name/Individual Name) Rnc)fi na sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at ��Z CWQC�Z) (Project Street Address r 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 4Lz Andrew Kriska IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: City/State/Zip: Phone: (72) 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: j \—a #1 301 —1 1 1 —0001—000-5; Fast of Semi nn 1 tnwnship 3-4G Range 39E, (Tax ID/Legal description/Addr'ess)lying N&W of Turnpike Feeder Rd 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. Property Owner Name Pope y Owner-Signature-1 Date STATE OF FLORIDA, COUNTY OF t i A ACKNNOO�WLEDGED BEFORE ME THIS � _ DAY OF �G! L � Y 20 4i7?1CZ,0 6YU; &)yN1'f6 IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED BY / L WHO AS IDENTIFICATION. Alan";, SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE C S •����� DOROTHY ANN HAFNER -; Notary Public - State of Florida • ; ; •: My Comm. Expires Oct 2, 2012 Commission # DO 827096 Bonded Through National Notary Assn. Property Appraiser - St.Lucie Coun�",PL Lf Page 1 of 1 Wynne Building Corp Record: 1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13/01N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Date Price Code Deed 1/1/1980 950000 00 CV 11/1/1978 390000 00 CV PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print q��7Glb Cps, ParcellD: 1301-111-0001-000-5 Account #: 317 c' Land Use: PRKG/MOBILE City/Cnty: St Lucie County Legal Description 1 34 39 E 112-LESS AS IN -ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378,381: 2688-516: 2701-276: 302 More... , Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 28724700 Land Value: 9577500 Acres: 318.48 0324 / 2491 Assessed: 28724700 Building Value: 19147200 0307 / 1544 Ag.Credit: 0 Finished Area: 21783 SgFt Exempt: Taxable: Taxes: 597019.9 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK- MH Parks YearBlt: 1982 Frame: - Grade: C - C EffYrBlt: 1982 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1267 SecWall: - Interior Features BedRooms: 1267 Electric: - PrmintWall: FullBath: 0 HeatType: AvgHt/Fl: 1/26ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. . No. Land Use Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASF1 - ASP1 HIGH Y 1 360000 AV AV 1982 0- Measure Depth 1267 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.. http://www.paslc.org/prc.asp?prclid=130111100010005 7/15/2011 Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Nice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party hfi01 Te k j� lumber design values. POWER ra PERFORM.", RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date INo. Seal# ITruss Name I Date 1 IT4075043 1A5 5/11/011 118 IT4075060 JKJ8 5/11/011 12 I T4075044 J A6 1 5/11 /011 1 J J 1 1 1 J 1 1 1 J 1 J 1 1 J 13 I T4075045 1 AT 15/11 /011 14 I T4075046 J A8 1 5/11 /011 15 IT4075047 IA9 1 5/11/011 16 IT4075048 JA 1 5/11/011 17 I T4075049 I GRA 1 5/11 /011 18 IT4075050 IGRB 15/11/011 19 i T4075051 W 15/11 /011 110 I T4075052 J J2 15/11/011 11 I T4075053 I J3 1 5/11 /011 112 I T4075054 J J4 15/11/011 113 IT4075055 IJ5 1 5/11/011 114 IT4075056 IJ6 15/11/011 115 I T4075057 1 J7 15/11/011 116 I T4075058 J J8 15/11/011 117 IT4075059 1KJ7 15/11/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip 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. 0111111111111J° dd No 581y ' 3 STATE OF �:�41J " c j O R ` f111111 FL Cert. 6634 s May 11,2011 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075043 M11311 A5 SPECIAL fe 9 1 40 Job Reference (optional) .Chambers Truss Inc., Fort Pierce FI. 34982 7-8-5 i 10-6.4 17-0.0 20-4-8 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:02 2011 Page 1 26.4-0 34-0-0 35-0-Q 7-8-5 2-9-15 6-5-12 3.4.8 5-11-6 7-8-0 Scale = 1:61.3 4.00 12 5x8 MI120= 6 2x3 M1120 I I 2x3 MII20 II US M1120::- 7 3x6 MI120 ZZ 2x3 M1120 5 q 8 3x4 MII20 3 9 14 in1 2 7x10 M1120 = 10 11 a 6 15 d 16 d 3x10 M1120 % 13 12 Us M1120 5x10 M1120 = 2x3 M1120 II 2.00 12 10-6-4 20-4-8 26-0-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udef1 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/rP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 9-12=0/252 TES OUnbalanced i "1 t Ft roof live loads have been considered for this design. ,►►►► J O 110 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 ,'S%�'g • DOL=1.33 plate grip DOL=1.33 �' ti% E �i\\'.•' C N S�' •'.•TiL'ri 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �`` Q` .•• �` 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 between the bottom chord and any other members, with BCDL = 10.0psf. tall by 2-0-0 wide will fit i - 16 ••^- i 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of_ bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint= O • /� 10. 13: •: S7IAT E OF ` �`� LOAD CASE(S) Standard %%• O \_�� ` O � R • N AL Pd raf��le► FL Cert. 6634 May 11,2011 A WARNING - VertfTj desiI parameters and READ NOTES ON THIS AND INCLLmED bfIrEKRBFBRENCB PAGE 1ID•7473 rev, 1O-'08 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design 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 responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding w roa a - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1P,1 Quality Cdteda, DS6.89 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 City Ply Grand Carlton 9' Porch T4075044 M11311 A6 SPECIAL 1 1 JolReference (optional) .Chambers Truss Inc., Fort Pierce FI. 34982 �1-0-Q 8-11-11 15-0.0 19-0-0 20-4-8 i 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:03 2011 Page 1 26-0-0 34-0-0 35-0.0 10.0 6-11-11 6-0-6 V. 1-4 -8 .1 .0. 7--.0 Scale = 1:62.6 4.00 12 5x10 M1120 Sx6 MII20 5 6 2x3 MI120 3x6 M1120 % 3x4 M1120 3x6 M1120 4 u 3 7 8 u� 2 14 jI 9 I� 10 e1 6x8 M1120= 13 d 3x4 M1120= 12 d 11 3x6 MII20 3x10 MII20 = 5x6 M1120 = 2.00 12 2x3 M1120 li i 10.6-4 15-0-0 20-4-8 26-4-0 , 34-0-0 10.6-0 4-5-12 5-4-B 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) Vdefl L/d 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(TL) -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/TPI2002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Harz 2=-138(LC 6) Max Uplift2=875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 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 roof live loads have this f considered =4 cond gust); TCDLeen 2) Wind! ASCE 7-05; 140 ph (3-seanced 2psr BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber 1`>>1 3 0' .4# DOL=1.33 plate grip DOL=1.33 �� �p �� 'e •'l'E •' e10 3) Provide adequate drainage to prevent water ponding. ,,� \� •' •, (�l S� �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • ` Q� .•. �� • 9.L 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit � between the bottom chord and any other members. 6) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of : ✓1 �i ,� . �� �; 7k bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint= -0 f� P J f � �' S7,*'AT E OF 441 LOAD CASE(S) Standard,' rC`L O P • \��� 0 R • ' Cj %�• FL Cert. 6634 May 11,2011 AWARNING•Vet%designparametersandREADNOTESONTHISANDfNCLUDED5f1=PEFERENCEPAGE10-7473reo,10-'O8BEFOREUSE. 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 paromeniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pa is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTellc erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F-.— — ---- fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI BuDding Component 69D4 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 • T4075045 M11311 A7 SPECIAL Cal 1 1 q0 Job Reference Io tional -Chambers Truss Inc., Fort Pierce FI. 34982 21-0-0 i 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:05 2011 Page 1 26-4-0 i 34-0-0 35-0-Q _0 1-0.0 8-11-9 4-0.7 6-0.0 5-4-0 Scale = 1:62.6 48 M1120 4x8 M1120 4.00 12 4 5 2x3 M1120 3 3x4 MI120� N 6 rr 4 N 2 „ 7x8 M1120 = 7 8 N I I,,4 d1 d 3x10 1411120 = 10 9 3x6 M1120 5x12 M1120 = 2.00 12 2x3 M1120 11 10-6-4 13-0-0 20-4-8 i 26-4.0 34-0-0 10-6-4 2-5-12 7-4-8 5-11-8 748-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puriins. 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 Horz 2=-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, 10-1 1=-1821/3184,9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10=-1032/675, 5-10=-116/454, 6-10=617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111111 t t 1 h1�I,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 `\\\\ 1 O DOL=1.33 plate grip DOL=1.33 ♦♦ �Q . ♦�♦'. �.9 3) Provide adequate drainage to prevent water ponding. �� • C•E S • �r� '` 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. • �Q '• V �•'.• /L 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 between the bottom tall by 2-0-0 wide will fit p hr" 12 6 chord and any other members. •• y : 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of 7k it / bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at jointm T •�,• MATE OF �e 4 �.+,� LOAD CASE(S) Standard • �`� O p\�4U R • e�• �e;it FL Cert. 6634 May 11,2011 WARNING - Verlft design parameters and READ NOTES ON THIS AND TNCLUUED WTlW REFERENCE PAGE M-7473 rev. 10•'08 BEFORE USE. � R 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 ��•iYY� is for lateral support of individual web members only. Additional temporary bracing to insure stabifity during construction is the responsiblfity of the M(Te!(• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o - fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quaiily 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 T4075046 M11311 AS SPECIAL 1 1 Jos Reference (optional) _Chambers Truss Inc., Fort Pierce FI. 34982 i1-0-0 8-11-a 11-0-0 1F-84 20-4-8 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:06 2011 Page 1 i 23-0-0 26-1-3 34-0-0 35-0-0 1 0.0 8-11-9 2-0.7 r 4-8-4 4-B•4 2-7-8 3-1-3 7-10-13 Scale = 1:62.6 5x6 M1120 = 2x3 M1120 11 5x10 M1120 3x4 M1120 _ 4.00 12 2x3 1%11120 \\ 4 5 6 7 2x3 M1120 N 3V 8 (% 1 2 '0 1 13 9 ' I 10 IN r d7x8 M1120 = d 3x10 MI120 = 12 11 3x6 M1120 2.00 12 5xV M1120 = 3x4 MI120 = i 10-6-4 204-8 23-0-0 34-0.0 , r 10-64 9-104 2-7-8 1 11-0-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(fL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 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 Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 4-5=4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8=2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=1324/2454, 9-11=1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505, 7-11=-246/432, 8-11=402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111119 11 j�� 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=1.33 3) Provide adequate drainage to prevent water ponding. %��\�,• \ G•E'N 5' • • •�'9 ��.® 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q • • .� .� 5) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit •• e_ between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. .•. 9 1 6 Building designer should verify capacity of -- bearing surface. 7) Provide others) of truss to bearing capable of withstanding 902 lb uplift at 2 and 902 lb uplift at joints, mechanical connection (by plate joint s.E ✓mil OF :�44/ LOAD CASE(S) Standard• T� O P ,• \�e .r�s •,0R�, FL Cert. 6634 May 11,2011 WARNING -VMJi designparametersandREADNOTES ONTHISANDINCLUDEDMITEKREFERENCEPAGEMII-7473rev, 10-VS 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 poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pA is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiT EK erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o --- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 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 336104115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075047 M11311 A9 HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 9-0.0 1a-9-1a i �0-4-0 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:08 2011 Page 1 25-0-0 34-0-0 3So-o 11-0-0 1-0-0 9-0.0 5-6-14 5-7-2 4-8.0 9•a0 1-0-0 Scale = 1:60.3 This truss is NOT symmetric. Proper orientation is essential. 7x10 MII18H % 4.00 12 3x4 M1120= 2x3 M1120 11 7x10 M1118H 3 4 5 6 �5 ab n1 2 7 g us >I I� d d 3x5 M1120 % 14 13 12 11 10 9 3x5 M1120 3x6 M1120 — 3x4 M1120= 5x8 M1120 = 2x3 M1120 11 2x3 M1120 11 3x6 M1120 = i 9-0.0 i 14-8-14 r 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 Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -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/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz 2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=365(LC 6) Max Grav 2=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=-I362/875, 5-11=-293/254, 6-11 =-1 054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33�Q• 7�`nnfje 3) Provide adequate drainage to prevent water ponding. ,N` . • • C E N S • y'Q ��i 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 *r tall by 2-0-0 wide will fit O 6 .. ¢ �� between the bottom chord and any other members. * •• �. ; * r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2, 948 lb uplift at joint 11 and 365 lb uplift at joint 7. • � f. e F : LOAD CASE(S) Standard �"4f� c� O R X FL Cert. 6634 May 11,2011 �WARNING •Vc-Hh design parameters and READ NOTES ONTFUSAND INCLUDED MITEKRBPERENCEPAGE IdTI.7473 rev, 10-'08 BEFORE USE. �'i;�• Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabifity 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 w —a --- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Qua01y Criteria, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 ,fob Truss Truss Type Qty Ply Grand Carlton 9 Porch T4075048 M11311 A COMMON 9 1 db Reference o tional .Chambers Truss Inc., Fort Pierce Ft. 34982 y1-0-0 6-7-13 i 12-4-13 17-0-0 21-7-3 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:02:59 2011 Page 1 27-4-3 34-0-0 35-0-0 1-0.0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0.0 Scale = 1:59.4 4x5 M1120 = 4.00 12 6 19 2x3 M1120 I1 18 2x3 M1120 11 3x6 M1120 % 5 7 3x6 M1120 3x4 M1120 % 4 111 8 3x4 MII20 3 9 w1 2 t0 11 u d 16 20 21 13 d 3x8 M1120 = � 17 — 15 14 12 3x8 M1120 = 4x6 MI120 4x6 M1120 2x3 M1120 I i 3x8 M1120 = 3x8 M1120 = 2x3 M1120 11 i 6-7-13 i 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (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 uide REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (Ib) - 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=-1743/3154, 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. ,,ill,111111111,, 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 e0 J O,n !� f % DOL=1.33 plate grip DOL=1.33 00 �Q 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. eeea�� •' E •. • S�` 9� �a 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit :� Q` .•• •. between the bottom chord and any other members, with BCDL = IO.Opsf. ., e • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at joint e T O .�6 10. f fir• �':,i��r�i' ;* 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). 13 •�. VAT E 0 F :.44/ ��� 441 `' LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 i A' ; 'ice •. O p `.'••\ Uniform Loads (plf) R `` �j l� • ^ • • • •' �e 11 -54, 2-20=-20, 20-21=-60, 10-21=-20 ''�, j,�10 N A Et, a° Concentrated Loads (lb) 11 Vert: 18=50(F) 19=-50(F) FL Cert. 6634 May 11,2011 AWARNING-Vertf)/design paramet. dMD NOTES ON ]NIS AM INCLUDED AUTRKREFERENCE PAGE 161-7470 rev, 10-'0811EPORS USE, ��a Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ��i��' is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Welk" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT 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 Oly Ply Grand Carlton 9' Porch T4075049 M11311 GRA HIP 1 1 u; a Job Reference (optional)J a Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 1 1-0- 8-0-0 11-1-0 17-0-0 it _M22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0-0 -0-0 = (+)Top chord must be braced by end Scale 1:61.2 jacks, roof diaphragm, or property 4x5 MI120 = connected purlins as shown. 11 14 9 3x5 M1120 = 10x10 M1120 = 6 17 6x12 M1120 19 4.o0 12 7x12 M1120 - 4 3 7 8 12 13 15 16 18 21 u� 5 10 x6M�-12 2 22 n 1 23 d 3x5 M1120 = 29 28 27 26 25 24 3x5 101120 = 3x6 M1120 = 7x8 101120 = 5x6 M1120 — 3x5 M1120 I I 6x8 M1120 = 3x6 M1120 This truss is NOT symmetric. Proper orientation is essential. i 8-0-0 11-1-0 18-6-0 i 26-0-0 i _ _34-0.0 B-0-0 3-1-0 7-5-0 7.6-0 8-0-0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-5-0 Edge], 18:0-0-0 0-0-0 21:0-5-0 Ed a 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (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) Max Uplift All uplift 100 lb or less at joints) except 2=-393(LC 3), 27=-1384(LC 5), 26=1697(LC 4), 22=711(LC 4) Max Grav All reactions 250 lb or less atjoint(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, 8-10=-736/11100, 7 6/1100, 1110 5=2236/859//13 899/356 100, 733/1453, 4, 4-61100, 20 21I733//1453, 236/1100, 18 0=17140/290, 6-9 `,,,t1t 9-11=-52/411, 11-14=-123/474, 14-17=-45/344, 17-19=-93/279*� • ABC `/ram ��Q.. • 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, y BOT CHORD 2-29=-342/438, 28-29=-282/344, �% C E N 24-25=-354/461, 22-24=-1144/1704 � 4 - \,' SF•' WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832/710, 6 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 a j"f� NOTES * �• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 •. $ij`AT E OF Lt/ 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 M1120 unless otherwise indicated. k\+ � Q;•� � �t0� •� < O 5) This truss has been designed for a 10.0 psf bottom chord live load nononcurrent with any other live loads. R • for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 !0 ss • • • • �`• 6) This truss has been designed a of on chord all areas where a rectangle ` �� wide willfit en the bottom chord db n joint emechanical 7 Provide connection thersrof truss to bearin late ca able of withstandin 393 Ib u lift atjoint 2, 1384 Ib u lift at (Y ) 9P P 9 P 1 P 1 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/ 2-1 Od nails. 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 FL Cert. 6634 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 responsibility of others. May 11,2011 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WARNING • Ver{ff� design parameters and READ NOTES ON THIS AND INCLUDED AUTEKREFERENCE PAGEMU-7473 rev. 10-'08 BEFORE USE. a Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component.` ApplicabSty of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown temporary bracing to Insure during is the the �-�•YY MiTek' is for lateral support of Individual web members only. Additional stabirity construction responsibility of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding —r<wroa.e- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB.89 and BCSI BuBdlne 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 T4075050 M11311 GRB HIP 1 1 Job Reference (optional) to .Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1 7-0-0 13-8-1a 20-0-0 27-0-0 3a-D-0 3s-D-D 1-0-0 7-0-o s-8-14 6-7-2 6-B-0 7 1-0 Scale = 1:60.5 7xl0 M1118H % 3x8 M1120 = 4.00 12 3x6 M1120 = 2x3 M1120 I I 6x10 MII20 3 16 17 18 4 5 19 20 6 21 22 23 7 � m n' N1 2 8 9 N ti 01 I•iy d d 3x6 M1120 % 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 = 2x3 M1120 I I 2x3 M1120 I I 4x6 MII20 = 3x4 MII20 = 7x8 M1120 = 3x6 MII20 = This truss is NOT symmetric. Proper orientation Is essential. 7-0-0 1348-14 zo-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 Y : 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid 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(TL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav 2=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=-149/784, 3-13=-862/552, 4-13=-82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-1 0=-1 381762 NOTES 1) Unbalanced roof live loads have been considered for this design. Q' j - 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 �� �Q �LC` ^,0 .E DOL=1.33 plate grip DOL=1.33 ♦��}\.,�' 1 C S� •' 3) Provide adequate drainage to prevent water ponding. O�,Q ` .•• \ 9�r°i 4) All plates are MT20 plates unless otherwise indicated. .. ~1-2 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .", N-0' 4, 6 • 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 1Z: and 459 lb uplift at joint B. : •' / ATE 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, i •, (U 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 �f; �t`� O P •• = lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 115 ♦ ., Q \ R lb down and 128 lb up at 22-114, and 115 lb down and 128 lb up at1 and 146 lb down and 147 lb up at 27-0-0 on top chord, and �'�es,S�O . �;�`��� 437 lb down and 196 lb up at7 0-0, 90 lb down t 9-0-12?90 lb down at 11 0-12, 90 lb down at 3-0-12, 90 lb down at15-0-12, 90 lb V r L down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and ��f t(,� 196 Ito up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOAD CASE(S) Standard May 11,2011 Continued on page 2 A WARNING - V<rt,& design pa meteor and READ NOTES ON 77iIS AND INCLUDED WTBKRBPERENCB PAGE IV-7478 rwv, M'OS BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.• Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown -•Y is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding o„. — „ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 1311 Type IQty IPly I Grand Carlton 9' Porch T4075050 Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MTek Industries, Inc. Wed May 11 12:03:12 2011 Page 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) ,,�►111m�e11��! 4 1,2 6 "�••� SATE OF '4� ® 40 ''�eN A �C,��• FL Cert. 6634 May 11,2011 WARNING .V.4Adig, parametersand READ NOTESONTHIS AND INCLUDEDP97EKREFERENCE PAGE10-74T3rev, ZO-0&BEFORE USE, ���• Design valid for use only with Mirek connectors. This design a based only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Por general guidance regarding ,o­­ fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPll Quality Criteria, DSB-89 and 8CS18u0ding Component 69D4 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 T4075051 M11311 J1 MONO TRUSS 4 1 Job Reference (optional) ' 21 ,Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1 -t-o-o t-ao t-ao 1-ao Scale = 1:6.2 3x4 M1120 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud 0.00 2 >999 360 -0.00 2 >999 240 0.00 n/a n/a PLATES GRIP M1120 2491190 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. 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 REACTIONS (lb/size) 2=125/0-8-0, 2=12510-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting Max Uplift2=-190(LC 3) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1). 2=125(LC 1), 4=16(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. oili t ll i fill,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. 1,*,\%�A 1. Q, 1-6 �•�! SiATE OF • C� . ,,,sS,oN A` E�'�• 0 LOAD CASE(S) Standard FL Cert. 6634 May 11,2011 A WARNING • Veri, fij design parameters and READ NOTES ON THIS AND INCL WED BATEKRSPERENCE PEGS 1r11f1.7473 rev, 10-'03 REPOR9 USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. pmml Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown �g is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the MiTeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o P� •"a„ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Cdledo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Type M 1311 IJ2 Truss IMONO TRUSS Oty Ply 1 I Grand Carlton 9' Porch T4075052 .Chambers Truss Inc., Fort Pierce FI. 34982 1-0-0 2-0-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page Scale = 1:7.9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code 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 Horz 2=73(LC 3) Max Uplift 2=-1 65(LC 3), 3=-34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1 ;33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer truss to truss ons. JI 5) Provide mlechanicalrconnection b others) truss to bearing late capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. �y�� 1 I i lO (Y ) 9 P P 9 P 1 P 1 LOAD CASE(S) Standard •E N' � `6 ��••� ;ATE OF ►rin��� FL Cert. 6634 May 11,2011 A wARNINrr, - Verify design parameters aad READNOTES ON MIS AND INCLUDED WMICREPERENCE PAG£I6I.7473 reo, ZWOSDEPORE USE, Design valid for use only with MiTek connectors. This design is based any 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 p-�• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CiNedo, DS6.89 and IICS16uilding Component 6904 Parke East Blvd. So" Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610-4115 Ply I Grand Carlton 9' Porch 1311 ,Chambers Truss Inc., Fort Pierce FI. 34982 Type )TRUSS 1-0-0 3-0-0 3x4 M1120 = Job Reference (optional) h�J 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page Scale = 1:9.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(Q -0.01 Horz(TL) -0.00 (too) I/deb L/d 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'd REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,11I I I I I I 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. �� J O: �I-1j LOAD CASE(S) Standard FL Cert. 6634 May 11,2011 A WARNING, V.-O design parameiers and READ NOTES ONTRIS AND INCLUDED fVITIRKREPERENCE PAGE 1,91.7473 rev, 10•'08 BEFORE USE. � �e Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is foran 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 responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pcwew ro rcnroa.i- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/7111 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1311 Type )TRUSS Ply I Grand Carlton 9' Porch T4075054' ,Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Iridustries, Inc. Wed May 11 12:03:14 2011 Page i -1-0-0 4.0-0 1-0-0 4-0-0 Scale = 1:11.2 3x4 M1120 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(TL) -0.02 Horz(TL) -0.00 (loc) I/dell Ud 2-4 >999 360 24 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 14lb 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 guid REACTIONS (lb/size) 3=81/Mechanical, 2=21610-8-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All farces 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 non concurrent 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. Refer to truss to truss 1 ! 1111 �tI 5) Provide mlechanicalrconnection b others) truss to bearing late capable of withstanding 87 lb uplift at joint (Y ) 9P P 9 P 1 3 and 215 Ib uplift at joint 2. ,`��r<1I P 1 � J a' sl LOAD CASE(S) Standard FL Cert. 6634 May 11,2011I ® WARNING - Vert, fb design parameters and READ NOrBS ON THIS AND INCLUDED AITTBKREPERENCB PAGE 101.7473 rev, 10•'08 BEFORE USE, *R Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. iii����iilYiiC�■t 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 stabilty, during construction is the responsiblrity of the M)T®k° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding P,o fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtieda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33616-4115 1311 Type )TRUSS Ply I Grand Carlton 9' Porch T40750551 Truss Inc., Fort Pierce FI. 34982 5-0-0 1-0-0 5-0-0 3x4 M1120 = lJob Reference (optional) 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page Scale = 1:12.9 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 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(fL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. 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=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift3=-123(LC 3), 2=-231(LC 3) Max Grav 3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift atjoin 2. LOAD CASE(S) Standard t 0 ��g111111�1�1� , ... ' f. 6 .� + 1 ire fir; �� � ifir/ •� OF :�W� .,ass �Allill FL Cert. 6634 May 11,2011 ® WARNING -V Hb design paramaters andMV NOTES ON THIS AND INCLUDED bIITSKREPERENCE PAGEbIII.7473 rev, ZO-'08BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for on Individual building component. ■■••�iY■CC`i Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown A is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibIllity of the MEW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll QuaW Cdterfa, DSB-89 and Ill 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 311 �Truss Truss Type pry Ply Grand Carlton 9' Porch J(3 MONO TRUSS 4 1 Truss Inc., Fort Pierce FI. 34982 aI LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0.0 6-0-0 3x4 MII20 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.60 Lumber Increase 1.25 BC 0.51 Rep Stress Incr YES WB 0.00 Code FBC2007rrP12002 (Matrix) 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 Horz 2=155(LC 3) Max Uplift3=-158(LC 3), 2=248(1-C 3) Max Grav 3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Scale = 1:14.5 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.06 24 >999 360 M1120 249/190 Vert(TL) -0.14 24 >476 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb 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 sta Co uide NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 May 11,2011 WARMNG - Vey% design parameters and READ NOTES ON TWS AND INCLUDED hitTEKREPERENCE PAGEMII-7473 rao, ZO-'OS BEFORE DSE. � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 8 the responsiblrity of the j�j�'(ok" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ow — —.-- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrItedo, DSO.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 Ply I Grand Carlton 9' Porch r Truss Truss Type 1311 �J7 MONO TRUSS ;Chambers Truss Inc., Fort Pierce FI.34982 dI LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 )Job Reference (optional) fxn) 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Seale: 3/4"=1' CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 24 >289 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb 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, REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift3=-191(LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at join 2. LOAD CASE(S) Standard t '6 '= 4.0 'j., �� N A� �`' FL Cert. 6634 May 11,2011 AWARMING -Veri&design paramete and PEADNOTES ONTMSAND TMLVDEDf1ATSKRBPBRENCE PAGE LIII.7473rev. 10•'08BEFOPHUSE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. C■•~i�� 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 conshuciion 4 the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding a ,oPLFFOR.a- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and IICSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610-4115 1311 Type ) TRUSS Ply I Grand Carlton 9' Porch T40750581 Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 1-D-0 8-0-0 3x4 MI120= SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rrP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:16 2011 Page Scale = 1:17.7 CSI DEFL in (loc) Udefl L/d PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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 gu e REACTIONS (lb/size) 3=197/Mechanical, 2=35710-8-0, 4=75/Mechanical Max Horz 2=197(LC 3) Max Uplift3=-223(LC 3), 2=-286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1). 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf,, BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fil between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard t `,1U1911U!le��I o�`P. 6 f.,. T E OF �LI • " •• 4J .� �Ur!!llraets FL Cert. 6634 May 11,2011 WARNING - Varifly design jparameterw and READ NOTES ON THIS AND [MCLUDED W7EKREFERENCE PAGE 161-7473 rev. 10-'03 BUORS EISE. �*Ra Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ■.��iiq�■■■S 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 stabilityduring construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding — --- fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Cd feda, DS5.69 and 6CSI 6uitdfng 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 Dty Ply Grand Carlton 9' Porch T4075059 M11311 KJ7 MONO TRUSS 2 1 rl(ri Job Reference o tional 1J"cl • Chambers Truss Inc., Fort Pierce FI. 34982 i 1-5-0 6-8-12 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 i 9-10-1 6-B-12 3-1-5 Scale = 1:20.8 4 2.83 12 3x4 M1120 3 8 7 2 1 d� 9 10 11 5 6 2x3 M1120 II 3x4 M1120 = 3x4.M1120 = 6-8-12 9-10-1 , 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl 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(TL) -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 FBC20071TP12002 (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 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 4=45/Mechanical, 2=45510-11-5, 5=412/Mechanical Max Horz 2=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=-439/695, 5-6=-439/695 WEBS 3-6=0/333, 3-5=802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 Thistrussbottom 1 ve load nonconcurrent with any otherve loads. truss a 11 r� � 'rectangle 11�! all areas where all designed for a lie load of 20.Opsf onthe bottom chord i3-6-0 tall by 2-0-0 wide will fit ��J 3) has been des O AF between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections..E y� �` f�•P •• N =` C `� 9 ♦'� '• •'.• 5 Provide mechanical connection b others of truss to bearing (y ) g plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and .• Q � �, � 249 lb uplift at joint 5. +�. 6) Hanger(s) or other connection device(s) shall be sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 lb provided down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up ate f 1-6-1, 24lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50lb 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"/1TE OF LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 iT • T� O P •• \_� ♦ •' Q \ R ��j! l�si ' • • • • • •' Uniform Loads (pIf) ,�� 5 20 !!ltt�� N A' ; �1�� Concentrated Loads (lb) 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 May 11,2011 L WARNTNG - Ver* design parameters andREAD N07ES ON THIS AND MCLUDED AITYW RBPHRPNCE PAGEIdU-7473 rev. 10-'08 BEFORE USE, � R • Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. C■r Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown ,Star lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Cdtedo, DSB-89 and SCSI 6u6ding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610.4116 Job Truss Truss Type city Ply Grand Carlton 9' Porch I T4075060 M11311 KJ8 MONO TRUSS 2 1 iri= Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 r -1-5-0 7-3-4 7.140 s Oct 12009 Mlek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 1-1-3-0 r 1-5-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 12 3x4 M1120 3 8 2 7 6 2x3 M1120 I� 3x4 MII20 = 3x4 MII20 = 5 7-3-4 11-3.0 i 7-3-4 3-11-12 LOADING (pst) 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(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 HOrz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (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 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation'd REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/560 BOT CHORD 2-7=746/1060, 6-7=-746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ��� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 `e�\\' ••; C E y�.�} and 318 lb uplift atjoint 6. •• �, S� •' 92 �� ` Q 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). j/6 •, �_ LOAD CASE(S) Standard / -,' - 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) -� • ��/� / ;' Vert: 1-6=-54 '•� ITT E O F Trapezoidal Loads (pif) Vert: 8=0(F=27, B=27)4o-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)4o-5=-56(F=-18, B=-18) �'.•i< P •: _�� Il1sS10NAt 0 11111111 FL Cert. 6634 May 11,2011 A WARNING - Verlk design parameters andREAD NOTES ON THIS AND fNCLUDED AQTEICREPERENCE PAGE AM-7473 rev, 10--'08 BEPORE 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 pammenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown 1�Ay is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the Mi Tek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding „ - Pcaroe„- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and 6CSI Sultding Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. I6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides Of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth, diagonal or x-bracing, is always required. See BCSI. O7/ „ 2. Truss bracing must be designed by an engineer. For 16 1 2 3 TOP CHORDS Cl-2 C2.3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS �aq 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �•> 3 � ; W = O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate b h designer, erection supervisor, property owner and Plates 0-'na' from Outside a- �p U all other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. C7-8 C6-7 C5-6 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the $ 7 b 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MITek20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. IATERAL BRACING LOCATION [CC -ES Reports: 12. Lumber used shall be of the species and size, and P in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 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. reaction section indicates joint � number where bearings occur. 17. Install and load vertically unless indicated otherwise. I B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: _ ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. ® and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Mi"Imek" is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM." ANSUTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 I / - 0) - t- . q ONZ HV38 SKJS 8NO 8301S NT cz cm , /P,4 - 9A 0 MIX7 -;�O -e,' e 14" FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: _WYKNEXARi 1=rn- --Rfa1 Street: City, State, Zip: FORT PIERCE, FL, 34983 Owner: Design Location: FL, Fort Pierce 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows Description a. U-Factor: Sgl, default SHGC: Tinted, default b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: e. U-Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A Glass/Floor Area: 0.093 New (From Plans) Single-family 1 2 No 1451 Area 134.58 ft2 ft2 ft2 ft2 ft2 Builder Name: WAYNNE Permit Office:E Permit Number: 'OPY' Jurisdiction: s' 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 14. Hot water systems Insulation Area a. Electric R=0.0 1451.30 ft2 R= ft2 b. Conservation features R= ft2 None 15. Credits Total As -Built Modified Loads: 27.22 Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARE[,l DATE: `%�i[ I hereby certify that this buildin , as d n , is in co, lia c with the Florida Energy Code. _ DATE: Review of the plans and specifications covered by this calcul ion indicates compliance with a Florida Energy Code. B ore construction is completed is building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: . Cap: 40 gallons EF: 0.9 PASS Pstat 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 V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame j 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) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 i N 20 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 20 ft' 6 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in No 1.3 0.64 N 30 ft' 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 V Method -- Forced Ventilation --- Run Time SLA CFM 50 ACH 50 ELA EgLA 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: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap' Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name I Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - F6Res2008 Page 3 of 5 DUCTS / ---- Supply ---- ---- Return ---- Air Percent �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ftZ Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X] Jan [X] Feb Mar [X] Apr May Jun Jul [X] Aug X] Sep X] Oct Nov Dec Heating X Jan X Feb jXXj Mar X Apr JXXJ May IXX] JXX] Jun Jul X Aug Sep IX Oct 1XX Nov JXXJ IXXJ Dec Venting X Jan X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 ADDRESS: Code Compliance Cheklist Residential Whole Building Performance Method A - Details FORT PIERCE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: 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. Multistory Houses N1106.AB.1.2.5 _ Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.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 s� � ILEul' " t 1. New construction or existin New From Plans 9. Wall T es d ea( ) Y'v ' 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 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 a. Electric Cap: 40 gagall 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. OtheDoje, a new EPL Display Card will be completed based on installed Code compliant fe Ay7f1der Signat Date: Address of New Homer City—/F-L Zip:,S:�� E a A C O 114E SIB o 1 Ij *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) 638-1402 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: +�- 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 For: • " FORT PIERCE, FL 34983 '01LE COPY Weather: Fort Pierce, FL, US .Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 1452 1452 Volume (ft') 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 470F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range. Reative 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 In Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,4 +[:i- vvr1o"t:T oTt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job. -+ wrightsoft® Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 •• e r.T I w I i c/+ nnr_ 400 Ar. 1 a Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A- A-j�' wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 )Mk EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJS 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 -M-rA10 4AL4 nAnoA nPnor Annn Annn N I G 1 JO 1 GUGO:J 1 UUU I UUU Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A . 40- wrightsoft`" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCN E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 + - wlrightsoft, 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 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btu ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �--c 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 LS1A-r1ob 11 11.10 12C-0sw 0.600 0.091 a s 16.80 2.55 17.40 2.18 21 301 21 295 353 752 365 644 21 0 21 0 353 0 365 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 IW 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 L21-- 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 " 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 166-30ad 0.032 - 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-1gal 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 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 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 4 -t{r wrGghtsort- 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-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °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 V,V 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 I--G 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 TJ12C-Osw D 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 l--G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 52 52 132 114 IA-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-50cS 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 Ij1A-riomd 1 Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 L-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 Internal 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 7608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +}+- wr:gr.tsogt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ,4CCP E:1Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -- wrightsofta 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 KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ftz 52.5 ftz Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft2- °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,V 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 -G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 136 118 1A-rlom 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 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 168-30ad 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 22A4ph 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 Intemal 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 395 3487 1011 577 Air required (cfm) 19 1601 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t{#- wr:gr.tsogc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ,9--r- a E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 -+ wrightsoft° Right-J® Works heet 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 ftz 252.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ft1L °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1�V 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 I--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 D 11 111.10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 lQJ T-G 12C-0sw 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 2.55 2.18 0 0 0 0 119 89 227 194 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 Et1A-r1omd 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 PI 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 - L-U 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 166-30ad 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 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 Internal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 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 [T 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 wr:gnrsorc Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .4CCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 wrightsofit° Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 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 ftz 45.0 ftz Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (Btuh/f? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 Y 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 --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-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 I'll11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0. 0 1.270 w 35.56 26.39' 0 0 0 0 0 0 0 0 Ij1A-r1omd 1 D"c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 166-30ad 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 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 01 0 10 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 29 421 187 15 Duct loads 24% 34% 4 10 24% 34% 100 63 room load F 19 39 521 250quired (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJB Orientation = E Page 5 +b- wrightsoft° Right-J® Worksheet Enure House Date: APRIL 28, 2010 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER lAV 2 Exposed wall 32.5 ft 8.0 ft 3 Ceiling height 8.0 ft heaticool 8.0 ft heat/cool 4 5 Room dimensions Room area 12.5 x 15.5 ft 193.8 ft2 7.0 x 8.0 ft 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft5 Load number (Btuh/ftZ °F) (Btuh/ft5 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 0.091 1.080 n n 2.55 30.24 2.18 23.54 124 0 124 0 316 0 271 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 100 80 204 175 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11.10 12C-Osw 0.600 0.091 a s 16.80 2.55 17.40 2.18 0 36 0 36 0 92 0 79 0 0 0 0 0 0 0 0 Y-G W IW 1A-rlom 13A-5ocs 12C-Osw 1.270 0.125 0.091 s s w 35.56 3.50 2.55 26.39 2.22 2.18 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 64 0 0 224 0 0 142 0 t--�i 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 L-t 1D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P L-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 1.68 194 194 174 326 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 194 33 1236 0 56 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 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 room load 3594 1799 1 1 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. + wreghtsoft^ Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 'FT —PE -OF SURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 11-21-11 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 20 LAGOS DEL NORTE �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF COUNTRY CLUB ST. LUCIE COUNTY, I� 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE VILLAGE, OF FLORIDA. o LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO WR THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: Q t 12111 CO070 F, EFFECTIVE DATE AUGUST 19, 1991. FIFE =FINISHED FLOOR ELEVATION o U L 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/IN = RIGHT-OF-WAY :? U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE a to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE qa CENTERLINE OF LAGOS DEL NORTE HAVING AN ASSUMED .SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT A =DELTA OF CURVE OF o COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE: 1 "=30' DATE: 11-21-11 DRAWN: CJM JOB NO.: 11-1222 SITE BENCKMARK ELEVATION= 23.59 ASSUMED PERMIT #:-�-�� d/07 ©t qS "E 76�52' 45 EX15�NG 116 "O� AVERAGE TOP 9 0 OF FORMS ELEVATION=26.28 ?' OF PAVEMENT E o a N90'00'00 20 LAGOS DEL NORTE ALEXANDER J. PIAZZA PSM, INC. Surveying •. Mapping • Consulting 619 SW Biltmore Street *LEB#7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 115.249 �S.t�1e co. I Init r r LAST FIELD DATE: 11-21-11 CERTIFIED TO: WYNNE BUILDING CORPORATION, , : NO hereby certify thdt_the s:-rey shown"hpreor+_is.t rue and correct and is based on.actual measeurerrents taken in the field. This survey meets the Mthkniin Technical S.iandards of Chapter 51G17 i"lorida administrative ode. _ / A! EXAND J.-PIA.Z�.. Professional /';lurveyor. & Mapper ` Florida Cortificata P d.'16