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Home My WebLink AboutSUBMITTED PAPERS_a, , 0DATE FILED: E .. _,_ • l PLAN REVIEW FEE: RECEIPT NO.: 1)� ` PERMIT NUMBER: CONCURR.ENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning SCANNED 2300 Virginia Avenue F�OR14F BY Ft. Pierce, FL 34982-5652 St. Lucie County 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: S p a n i s h L a k e s SITE PLAN NAME: country u i lagge 3. PROPERTY TAX ID #: 1 � n 1 —1 1 * — 0 0 01— 0 0 0 / 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East '-, of section 1 t own s h i p 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 1 9. PARCEL SIZE (ACRES/SQ FT.): "1 J� LOT DIMENSIONS: E) ) / 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS. (ACTUAL) FRONT: BACK:_ RIGHT SIDE:�LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes), NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION fX] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _ 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION:• $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 duo Ru 5 OWNER INFORMATION NAME: Wynne builiaing uor o .-N:4 - ) 04 ADDRESS: 8000 S. US1 402 l o S�itP - _.--- CITY: Port S t Lucie c1�1 )M I STATE: FL Zip: 34952 PHONE (DAYTIME): Q 7 2) R 7 g5 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): (_) V CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US11 Suite 402 CITY: Port St. Lucie STATE: F L ZIP: 3 4 9 5 PHONE (DAYTIME): Q 2) 8 7 8- 5 513 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: b r a a e n & n ADDRESS: 417 Coconut CITY: Stuart PHONE (DAYTIME): (7 2 8 7- 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: rade 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: I certify that all the foregoing information is accurate and that all work will be done in compliance el�zwith all applicable laws regulating construction and zoning. • ter" �,,,.N ,1NIE10 COr- STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before The foregoing instrumentt was acknowledged before me this 13 day of me this D _day of CC1"/.jEX- , 20 / 1 , by Matthew Lyle ld)nna by Matthew Lyle Wynne who is personally known �, or has produced who is personally known ✓ or has produced as identification. as identification. a,_.,,, mey_/, Signature of No Signature of No ,,, DOROTHY ANN HAFNER g �� ,ova'' p 011+ /g uQblic -State of Florida ``a� P DOROTHY ANN HAFNER �_ My Cokhthaj p 2012 Commission No. �_°+ +`�: Notary Kftd} State of Florida Commission No. ),c Tres Oct 2, _ * ' _ ? • • * •-- My Comm. Expires Oct 2, 2012 Commission # DO 827096 Commission # DD 827096 Bonded Through National Notary Assn. Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. t OFFICE USE ONLY SECTION �` TOWNSHIP RANGE MAP NO. \ I ZONING z LAND USE � 1 R LOT CVG % 6 ` TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV 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 C AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE GENERAL SCHOOL ROA CREDIT Y N LAW ENF IMPACT ACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW PIEVIEW REVIEW REVIEW REVIEW DATE [ [ 3 1 Z RECEIVED DATE i COMPLETED- INITIALS INITIALS conTinenTi Continental Florida Materials Inc. 1736289 13450 W. Sunrise Blvd., Suite 430"�-- Sunrise, FL 33323 HEIDELBERGCEMENTGroup 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 3 contact with eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his y cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to % D "-�• and repeatedly with water and get prompt medical treatment. Sawing,or grindingof concrete add water to the mix nor to go beyond the curb line, except upon the authorization of / C� I+ti / ( masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his F i, R i i-, f C-.' a {-. ! B ) C01-ii IqL I L V,1. 0 T particles which, without the use of proper eye or acceptance of risk for any loss or damage. Mr,IL.I fl'f 1 � ROW) respiratory protection, could cause eye or nose I acknowledge that 1 have received and y n 56Y " f'r' /' 1,4 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. "£� the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's 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 3 1 -ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME 1,_ 16/1 PURCHASER/PURCHASERSAGENT r]813131&--i' ll SOLD TO 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBER / ORDERED BY ZONE JOB NUMBER 1 DELIVER TO f,:t.iibiNEY PURCHASER/PURCHASERSAGENT r]813131&--i' ll SOLD TO 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBER / ORDERED BY ZONE JOB NUMBER 1 DELIVER TO f,:t.iibiNEY Hf,11.2 a.:OMI:C CI"E QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE hilt„ 1710 � k04 171(9 to frli/'ll 3 Truck # Plant # Slump Calciilm`� Air Entrain Super Plas. Due at Job PRODUCT DESCRIPTION TIMETICKETED { E li-1L-L Use of Concrete St Drivers Name ❑ CONCRETE TESTED t+,i►n k1 i Ic - hO Concrete Disposal: yds UNIT OF MEASURE UNIT EXTENDED PRICE � :ia' a 1:<1 P.AICE r� % ' '`SUBTO AL TAX TOTAL Delivery Instructions CUSTOMER 1, WARRANTY: The materials id by Continental r Materials Inc. (hereinafter "Continental") are warranted tear from the date of delivers to be free from defects in material. This warranty is ex usive 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 ._bligations 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 \10EA goods, materials or services supplied by Continental are alleged to be defective andlor are alleged to have caused purchaser fo sAdr persortai 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 service's purchasedfirom Ccmtinenfmi brpurc�asey and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, "wageg,intlirect, incidental; consequential, compensa:,ry, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medic' i 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. QOLL.E...QT.1QN_CQ.....S..TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, crappeal, for bankruptcy and for post -judgment, collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CQDEJLOC...ATiONS; The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by 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 a; unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. S, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANT Tt IES: 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 deliveryticket 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..I QAD 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.ENVIRONMENTAI_ CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIF{CAT QN: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNiCALASSISTANCE:Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the, authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions, Some df 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 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 previsions of the written contract or purchase order, the terms herein shall prevail and be determinative. Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: June 21, 2012 Re: 1112-0219 Lot/Block: Address: 24 La Puerta Del Norte Project: ThP „ndemianed herehv certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: Fi Foil IRock Wool Blankets Density: X JAluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: lRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: JRock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I 10ther 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor . B Y• do N St. Lucie County Building & Zoning Department 2300 Virginia Avenue �. •• ., r " o� ° Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: I , s -___ Permit Number: Property Address: ISIA:I-s. �... , sp, THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICA L POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED r IIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL, INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUI--SST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only; and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions avid requirements listed in the attached document entitled "Requir,ements for 30 Day Power for Testing"• have been fulfilled and the prc raise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the) ,uilding Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop 'Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. L0,IE COUNTY, AND TkE' TR EMPLOYEESFROM ALL LIABILITIES AND CLAIMS OF ANIr TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO'P� DISCONNECTION OF ELECTRICAL POW4 IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER SXGNA SIGNATURE DATE (A DATE nDATE c�`� l�-r j v .IUN052012 9-APR-2012 01:04 FROM:SOUTH rnn T 7723446042 T^'4626443 P.1/1 b1I W4I [U,.:e 12: 40 I 124' 143 SLC INSPI TIO PAGE 01 / B1 AVG Fort Pierce, e, R 24982 772-402-2172 !fit 772-462 PERMIT #: IJId -- uot/El1 3 BUYLDERJCONT PAC MR: I.I PEST CONTROL CONTRACTOR: PEST CONTROL LTCENSE�:_ TE OF TERMITE tUCTION SOIL. TR oB ADDRESS: We, the undgn4qmd► M" m* that we have pretr+ as the subtr;rariean termlts in ac avda� wfth the standards of the N+ Waite fast ff area treated: Q f~haml us+ IL i Permntape of solution: — 41IL:� Total gallons Dade Of'YYeamant: 3 '-� «' 'lime af,Trea1 �aodR� i �aD 10 Treatnie t 1* I&Trmt a ao�s mvemi� TreMenC .'� Re -Treat �Partmeter P -Treat 11k� 1lrere ar�ait6rr a acl� Ibr eadi >eprrkr�d �rL�aerrt ar�tr e►p by the nr�k &Oaaf eadi Mari a ft a s�+�a,►bepr+�raatr+dn� diAlfr�ee!;7rt>rsr:r es escr, 4Fagrr9ia pmmv a apyhr ftpa= #* p,�M?fb bmw to and C WgvftSWPMW* meprzra4acti ad +aft*door, G�itieasru tri�taaS. ehemka►uxd e►rc•ranadtarr evrd,wmb�of�,Ma►as �t pvdar�r be�ra►rt �me srx! cal eam�r me�/tad Ibrr rdrmAhr prtsriert! be mr> Mdpnbrt� r elbra p (: St Ludo CamnW requkft fbr t� Anal inspection for CO3, a EATMENT WENT des cilbed Cots Pest Con" As AE),h;,j.; (79—/ C amain rat �ttrTiGitC aat- Rnal Dupedi6n fOr ,gym -� n•„ APR R �Q12 wt and M& /6rm ust be m 4hjV& i ww*# . a mqn*wdm brd i t purrs AIRx 717100 rfea a t � a�tli�e e�bnerry ,ba►tx,� arras If U=4 to bo pbmd on -z mnTinenTF Continental Florida Materials Inc. 1735976 �-J 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL;33323 HEIDELBERGCEMENTGroup Tel: (954) 8 A-0780 CA CAUTIONI I Freshly mixed cement, mortar, concrete or may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the 11011111 �01011^,)'' 9 pdi ltllJf � � }] �'SG�� q0 grout contact with eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site tion of his permit the safe and proper operation of his ii 1. 3 ,r5- 5 2 . t g. , 5 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted -to u" 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 l + I ERCC (D) CONCRETE JD+L,(r1jt: T masonry units may result in the release of dust the Purchaser/Purchaser's Agent arid his particles which, without the use of proper eye or acceptance of risk for any loss or damage. J F8gEL V 7 T 7 �,i�>�� respiratory protection, could cause eye or nose I acknowledge that I have received and 61.- A64— 7844 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's. Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 'URCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO R011{' E QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE .i0.40W ail.60 .21a.071 Truck # I Plant # I Slump Calcium 19 1 Air Entrain I Sbper Plas. a'r �srt�:I~s Cl021G Due at Job — 10 9 8 7 6 5 4 3' S PURCHASERS AGENT JOB NUMBER TIMETICKETED j'DATE % TICKET DELIVER TO c:4 LA DE1 i'101$1 E t 0 Concrete Disposal: PRODUCT DESCRIPTION L 81,; a"L0._ _ L."I V - I"E ,C _ Use of Concrete Drivers Name ❑ CONCRETE TESTED `'W ll la nFPE)E-Rs '16 UNIT OF UNIT MEASURE PRICE - �P. . +1 rA.R 19 SUBTOTAL TAX TOTAL yds EXTENDED PRICE u`JG' ] 11II=' 2012 - .r..,p.+ F,I Delivery Instructions .. •CUSTOMER 1. WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted . year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu other warranties (whether written, oral or implied), 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 material 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. EXS13E 1�- EE- 1VMEDY: Purchaser further agrees that its exclusive remedy against Continental in the. t 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, dal rage 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 purchasgd from ContineMal 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, compansatory, 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. DUB 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, to obtaining judgment, or appeal, for bankruptcy and for past -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, 12 1VEBY..SiI.TE CONQ1T.LON5: 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. 1 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 accepi such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9..QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVtKNMENTAL_CHARG.E: A $5.00 per load environmental charge will be assessed. 13.'SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Readw 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. 14.7EGHNIC4L ASSLS.TANCE: 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 ;MOD;FLCATION.-.0....F TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employe or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing 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.ihese 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 job, all of the terms set forth herein :;hall 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. .L C nTinEnTF—1,� �yU Continental Materials Inc. 1735975 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858 o7s0 CAUTION I I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited i-I E I D E L B E RG C E M E N T G ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the 11IN IN ��I1i�V tl, !t�'ypdyd0J,t+�+contact N1111 ��grU N with eyes where possible and wash truck's own power, and where site conditions UU 999 l llllll !III UUU YYY 1 c' - � ! /7 ,( exposed skin areas promptly with water. If any permit the safe and proper operation of his 1 , 35 5''" 1 A �� `na] cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to �a and repeatedly with water and get prompt medical add water to the mix nor to go beyond the Z �� 4 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of P i"ii iT masonry units may result in the release of dust particles which, without the use of proper eye or the Purchaser/Purchaser's Agent and his acceptance of risk for any loss or damage. 37 7 B L. V I "(" l FIY jr i) respiratory protection, could cause eye or nose I acknowledge that I have received and 36I•- irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. f the products sold by Continental Florida ! understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent 9 t 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 3 4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER SAGENT aw rki �`.) SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DELIVER TO, DATE fed ,E i.-: F> TICKET )- : c.°;'[S/g 000FIP- 16 C?6)[i's'SI"<< il:�;!_t.;�� i'I:�!'.Ir:� l:;l-_ �?/a 1_�s ��I;;--i?-I Ss I_t:l_ 11i:t;;•t;: r2:i ' Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE �� ,- c . tf 4 t t: '"s6 • t 1 �a. �I�a 4,/ - ?.iJ, r: t rin i_t{:d 913� tT,;+� r fir; ;=:I.ri .sR f' tr`? :��'i tt .t? i ws!!t ,:) oL, ) „ Truck # Plant # Slump . Due at Job Use of Concrete Calcldma'=1. Air Eittr6 Super Plas. 1 ! r Drivers Name SUBTOTAL TAX ❑ CONCRETE TESTED. / TOTAL f Delivery Instructions CUSTOMER 1. WARRANTY: The materials sold by Continental i Materials Inc. (hereinafter "Continental") are warranted _ gear from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu ut du 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 othenvise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement; breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE 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. CO.L..LE..C..TION_COS f$: 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.. CODEALOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delive 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 pall 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.NMINIMUM.LOAD_.C..HA.R....G_....E..: 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.WAI.TING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on Its own architects, engineers or other technical. experts. 15.SAFETY_DA.T...A: 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' terns may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. DUNKELBERGER engineering & testing, inc. JI Density Test Report Project Name: Spanish Lakes Country Club Village Address: 24 La Puerte Del Norte Project Number: PSL-09-3011 (BG 10.2) Date Tested: 2/23/2012 Technician Initials: CW Client Name: Wynne Building Corporation Permit No: SLC 1112-0219 8000 South US 1 #402 Port St. Lucie FL 34953 Report Date: 2/23/2012 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: (772) 343-9787 Test No. Probe Depth (in) ri'� Laborato , Proctor Y I ' Field Tests Maximum Dry Density (Pcf) Optimum Moisture (%) Dry Density (Pcf) Cone Resistance) (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density M Test Results 1 12 113 12 113.5 --- 7.0 95 100 Pass 2 12 113 12 112.8 --- 6.8 95 99.8 Pass 3 12 113 12 112.4 --- 7.5 95 99.5 Pass Type of Field Density Test: r ASTM D 1556 r ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 33244 Daily Standard Count: Density: 2247 Moisture: 634 if : Test i 'r"Sdifr i a Elevation V 6. 1 c_ Test Locatlops 24 La,Puerte7D`el"Norte, StracturalF><ll ` K ` a '� 7 1 1 0-12 Front of house pad (footing subgrade) _ 2 1 0-12 Center of house pad (slab subgrade) t.ct 3 1 0-12 Back of house pad (footing subgrade) r: county, FI Elevation/Depth Referenced to: I— NGVD r M SL W Other: Inches below top of final fill 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 cc: Client...(1) Wynne Building Corp., B. Bailey (fiield)... (1) St. Lucie County Building Department... (1) 1 k- David T. Senior Pr( Xiaoyan Zheng, P.E., PhD FEB 2 3 2012 FL Registration No.68330 The original of this report was signed and sealed by the registered engineer in accordhvSd with Rule 61 GI S-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 26 JOSEPH E. SMITH, CLERK OF —'--'CIRCUIT COURT — SAINT LUCIE COUNTY( FILE # 3657264 OR BOOK 33s PAGE 1104, Recorded 12/16/2011 at 11 a AM on O 1 X� �i 41-.1 AFTER RECORDING -RETURN TO;, Tltir Spucc ie j11- ed tur rvrardi q Inlu J PERMIT NUMBER: L. NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTIO OF PROPERTY ( gal description and street address) TAX FOLIO NUMBER 1301-111 — 0001-000 rj CNountry Club TRACT LOT BLDG UNIT SUBDMSION vri 1 1 anoBLOCK _ _ __ r f..,., h i n 34s Range 39E ying•N&W of Turnpike Feeder Roau 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3.OWNER INFORMATION:,` a. Name 8000 S. 11S1,. Suite .402 PSL, FL 34952 c.interest inProperty d. Name And address of fee simple titleholder (if other than owner) R: Wynne Development Corporation 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBE 8000 S. US1, Suite 402 PSL 34— — 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Stattites: John Brennan — —466-1553 NAME, ADDRESS AND PHONE NUMBER: 1 La S Ga s i 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.)3 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different dart is specified) nF TNF NOTICE O" ^OMMENLEMENT Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Matthew Lyle Wynne Vicp—prPcident Print Name and Provide Signatory's Title/Office State of Florida / County of St- r i i r i e - '.� 1-9— .20 The foregoing instrument was acknowledged before me this 1y�day of T B Matthew Lyle W nne as Vf LE P/1FSrnE,,' Y (Type of authority ... e. g: Owner, officer, trustee, a«orney in Fact) (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known for produced the following type of ID: ...... DOROTHY ANN HAFNER Notary Public i State a1 Florida �Z . •! My Comm. Expires Oct 2, 2012 �or2oTN�1 a (Printed Name of Notary Public) (Signature of Not Public) lJt`: )ec,� fp'/`?,•' Commission N D0 827098 Bonded Thra h 'I My Under penalties of perjury. I declare that I have read the foregoing and that the facts in it e e belief (section 92.525, Florida Statutes). Signaturc(s) of Owne or Owner(s)' Authorized Officer/Director/Partner/Manager who signed about: By BY R.... oarwnotv(R Ord„p STATE OF FLORIDA. ST, L11 f "OUNTY THIS 1SIf0 CERTIFY WYNNL 'WILDING CORPORATIOR,- 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie January 3, 2012 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 24 La Puerte Del Norte Permit # 1112-0219 To Whom It May .Concern: Prestige Building Division Miami In regards to the above property, the mobile home that was located on the lot has been moved out of the park by the owner without our knowledge. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (407) 878-5513 Miami (305) 235-3175 5ecuu No. - DESCRIPTION -2- OUll_uIlNU rt_ANNING (Chapter:) LOCAL DESIGN CRITERIA (Table - N1.2(1) unless Weathering area noted otherwise) Frost line depth Floor live load (Table R301.5) 1V 5 psf Termite area !/f � y Ig v Roof live load (Table R301.6) 3 7 psf Decay area Ground snow load N T psf Winter design temperature �' 2 Basic wind speed mph Ice barrier underlayment required Wind exposure category (R301.2.1.4) G Flood hazards 1--1,4 High wind design criteria applicable .(R301.2.1.1) 1/ � 3 Seismic design category (SDC) (Figure R301.2(2)J yU I SDC C&D provisions (R301.2.2) N �� EXTERIOR WALL LOCATION (R302) /V% 1-hour rating for exterior walls located less than 5 feet trom lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) --- A Area f� Width ceilingceilin light Natural ventilation' Use Living 120 7`-0" 7'-0" 5'-0" 8% floor area 4% floor area Dining 70 7`-0" T-0" 5'-0" 8% floor area 4°10 floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0"t 3 square feet 1'/2 square feet . `see Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8" min. over Plumbing rixlures. Required heating (R303.8) SANITI}TION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) fl/1,42 Private disposal (Appendix l) GLAZING (R308) f' 1-51 Identification (R308.1) P-144 Louvered windows or jalousies (6306.2) l 1"ji—f Human impact loadslfiazaidaus locatrorrs--- (R308.31008.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping roam (R309.1) Opening protection (garage to residence); 1I.3ie" solid wood doors, 20-minute fire -rated doors (R309.1) fLJ 449 Penetrations (R309.1. f, R309.1.2) Garage -dwelling separation;'/Z' gypsum board on garage side, except 5/e" Type X re- quired below habitable rooms (R309.2) -3- Floor surface noncombustible; sloped floor (R309.3) /,0 Carport: open two sides; noncombusfible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) Al M Window wells (R310.2) /-(A Exit balconies (R311.2.1) i/ Exit access or hallway ? 3' (R3f1.3) i-/ One exit from each dwelling unit (R311.4.1) = Landings for doors (R311.4.3) P-44 Stairways; minimum width = 3'0"; maximum stair rise = 7314'; minimum tread =10" with 3/4"-11141' nosing; minimum headroom = 6'8" (R311.5) // / .4 Landings for stairways; minimum dimension -- 36" (R311.5.4) IVIP Special stairways (R31f.5.8) f,4 Ramp slope (1:12 maximum) (R311.6) _,LV 4 Ramp landing, minimum 3' x 3' (R311.6.2) %0 Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection (R311.2.2) Handrails; required on, side of stair, hand- rail height = 34" to 38",- Type I or Type II grip (R311,5,6 - R311,5-6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family ,4 -•-'!ings: 1-hour fire -resistance rating (R31 Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) // ( Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (17317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R316.1) t7Power source (R3M.3) DECAY AND TERMITE AREAS (R319 and R320) y Proteclion required (Table 17301.2(1), 09.1, -------R32 --, _ � 1 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) V"Flame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) t/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) fevil Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321,1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) ,I/ (A Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) f General (R324.1) / ti'Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /WA Wood foundations (R402.1) Concrete, compressive strength (R402.2) _—FOOTINGS-(R-403)---------�---------------------- Soil bearing value (R401.4, R403.1) ooting width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but :� footing thick- ness (R403.1.1) r Sill plate bolting in concretelmasonry = VZ' 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 f Footings adjacent to slopes (R403.1.7) . «- Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(l) and R404.1(2)] Footings in SDC .0 or D (R403.1.2, R403.1.3 and R403.1.6.1)' Mason rryy and concrete foundation walls 1114�(R404,1,1, R404.1.2)' Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and Maximum wall height (Tables R404.1(f) - R403.1.4.2) R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- MINIMUM vY1u I H OF CONCRETE OR MASONRY FOOTINGS (inches)- conventional fight -frame canstruclian 1-story 12 LOAD -BEARING VALUE OF SOIL, 2,000 i 3,00[, 12 12 > 4 000 12 2-story 15 12 �12 12 3-stor 23 17 1Z 4-inch brick veneer over li ht frame or 9-inch hallow concrete masonr 1-story 12 2 12 1W 2-story 21 16 1212-- 3-stor 32 24 ( 16B•Inch solid or full routed masonrEE1-star16 12 ( 12 2-Stor 29 21 14 3-story 42 32 21 For SI: 1 inch = 25.4 mm,1 pound per square fool = 0.0479 kPa .___r l tuirllh i%_?_kwhes_asinale_w0he of solid or fully grouted 12-inch nominal concrete masonry units Is permilled FOUNDATION WALLS (cont'd.) Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] 5t- clural 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 R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R406) to size 8 2 Sill plate rz ( R404.3 ) Ventilation (R408.1 and R40 . ) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water fable* (R406.2) if uninhabitable, see under-flbor space (R408) Unvented crawl space (R408.3) �� ►` 7 Access (R408.4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOODS (Chapter 5) . _ 11 WOOD JOISTS AND GIRDERS (R502} _ Beanng 1:5" mtnl f' o masonry or concrete) and lapped joists (Y) Species and grade (R502,1) (R502.6, R502.6,1) Joists — Sleeping areas, LL = 30 psi Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] J R502.7.1) Joists — Nonsleepping areas, LL = 40 psf Drilling and notching (R502.6) �— [Table R502.3.1(2)) Cantilevered joists (Tables R502.3.3(1) and ______— Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header spans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)] — Girder spans and header spans for interior Draflstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- b I ttL rLUUM rfcnrvuivv V..,.,.., Allowable span (Table P`^ 1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) Material (R505.2.1) /1 Thickness (R503.2.1) iF_�= Identification (R505.2,2) Allowable spans (Tables R503.2, 1. 1(1) and- Corrosion protection (R505.2.3) R503.2.1.1(2)j Fastening (R505.2.4) Installation [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) Cold -Formed :' ' applicability limits; in -line framing (R50- Floor construction (R505.3) C?N TE FLOORS (ON GROUND) (R506) ��// Thickness: 3112" minimum; Concrete strength -,-(R506.1) fill = a"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �aggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL601) _sign (R601.2) Component and cladding wind loads [Table �01.2(2)1 Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] rt General-(R6031 Exterior walls (R602.3) 1� Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) Fireblocking (R602.8) Cripple walls (R602.9, Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Drilling and notching —top plate (R602.6.1) f Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] -6- Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table " R602,10.1) I Wall bracing length (R602.10.4) A- (4SQC D (R602,10.9, R602.10.If and R602.if) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) bNtAI r lNu kmuu-F al lu r-'aUa) Wood structural panels Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) L1 Unit masonry (R607) k1 % Multiple wythe masonry (R608) i/ Grouted masonry (R609) 1""'( Glass unit masonry (R610) INSULATING CONLKt I t I-UMM vvnLL CONSTRUCTION (R6111- General desig - 11.1 and R6i1.2) Type of ICF wall design (R611,3 - R6if-5) Construction requirements (R611.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION ( 312) �I_ ~ / _ Design basis (R612. i) WINDOWS & DOORS (R613) 10 I General; windowsills; performance; testing and labeling (R613. i - R613.4) WALL COVERING (Chapter 7) WALL COVERING (R702) & ('� Wood shakes and shingles (R703.5) Plaster material (R702.2) 64 laster support (R7Q2.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tening .(R702,3.2 - R702.3.8) Ceramic file (R702.4) ( Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) -- tf Slope & masonry veneer (R703.7 & Figure �— R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S, gage wire or #22 U.S. gage by 718" corrugated metal; 24" o.c. maxis mum horizontal spacing; 2.67 square feet maximum area supported (wind 7 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) - ' Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cernent siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) _Design (R801.2 and R801.3) Component and cladding wind loads ITable R301.2(2)j ROOF FRAMING (11802) Fire -retardant -treated wood (R802.1 t1 Framing details (R802. "L I ,V ( 4- Rafter tie (4' o.c.) (R802.3.1) Collar ties W o.c., in upper third of attic) (R602.3.1) Lateral support and bridging (R802.8) Framing of openings (R802.9) ��Wood trusses (R602. L.-b. �- Rooftie-down (R802., 2•' g0�' ��' CEILING JOISTS [Tables R802.4(1), R802.4(2)] -- —----.--- i ou a Ic storage; tt---1Opsf With attic storage LL = 20psf _ Spacing s Species Grade Purlins (2" x 4" at4' o.c. minimum) ti�D7,•�. I Span (Figure -� p -,: 2, 3. l _ Size Bearing (R802.- l: i rl.f Cutting and notching (R802 : I - G Engineered wood products (R602.1, 6 .'�.. -7- RAFTERS [fables R802.5.1(1)- '-.5.1(8)j STEEL ROOF FRAMING )4) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing rSpecies Grade Span Size H,/HR; Adjustment factor 7GG de Thickness Nf TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) / Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806,Z ATTIC AC S (R607) Access requirements (807A) lro.1,2 INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) / tf / Flashing (R903.2) fL, /';`/ Coping (R903.3) Roof drainage (R903.4) MATERIALS kR904) Compatibility; specifications; physical ____._charactetisfic;-identifi_cation- R904.2 - R904, 4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) A'/4 Wood shingles (17905.7) Woodshakes (R905.6) ��.�L It -up roofs (R905.9) t/ Metal roof panels (R905.10) r, Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) A/0 Thermoplastic single -ply roofing (R905.13) /.- IA Sprayed polyurethane foam roofing (R905.f4) Liquid -applied coatings (R905.15) CATION (R906) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907J) I Metal roof shingles (R905.4) I Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) ;r� Spark arrestors (' 3.9.1) Construction (Figure R1001.1 and Table wall thickness; >_4"(R1003.10) R1001.1) Flue lining - materiallinstallation (Ri003.11 and SDG D rein forcinglanchorage (R1001.3 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions ('R1001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) lace) (R1003.15) Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) Chimney crickets (R1003 20) Mantel and trim (R1001.11) FACTORY -BUILT FIREPLACES (R1004) Fireblocking (R1001.12) Labeled and listed (R1004.1) MASONRY CHIMNEYS (R1003) __Installation (R1004.2) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Y - Additional load (R1003.8) Terminalion (R1003.9) FACTORY -BUILT CHIMNEYS (131005) /j Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (f?1006.2) ENERGY EFFICIENCY* (Chapter 11) � Building envelope (N1102) Compliance; material and equipment (N1101.2, N1101.3) Mechanical systems (N1103) C/ Climate zone (Table N110f.2) 'Se energy gy conservation plan review record MECHANICAL (Chapters 12.23) r j Appliance labeling (M1302, M1303) - 1!1 Appliance access (M1305, M1401) %Pt' i," AA pliance installation (M1307) r/ Heating and cooling equipment; heating /and cooling load calculations (Chapter 14) // Exhaust systems (Chapter 15) Duct systems (Chapter 16) j'r ifs Combustion air (Chapter 17) / Chimney and vent location and terminations (Chapter 10 and Chapter 18) %/T pecial fuel -burning equipment (Chapter 19) Boilerslwater heaters (Chapter 20) Hydronic piping (Chapter 21) / /_ _ Special piping and storage systems (Chapter j" ( Sp, Solar systems (Chapter 23) �i Penetrations of fire -resistance rated assem- blies (R317.3) W Application (G2401,1) . General regulations Pipe sizing(, 3) piping matenais IG2414) Appliance location (G2406) Air requirements (G2407) IV_1A Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) f') /" Water service location and depth Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and 32422) Venting (G2425- G2428) Misr appliances (G2423, G2429 - G2453) system-desigp- �' Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) j ,O�VI / Piping support (Table P2605,1)�Sumps and ejectors (P3007) !N� Listed plastic materials (P2608) _ Backwater valves (P3008) ^' 1, Plumbing fixtures (Chapter 27) Fixture traps (P3201) C/ Water heater size and location (Chapter 28) 6/ i Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations offire-resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) Xs .icing methods (Chapter37) Sd location E3501, c/ Required lighting and receptacle outlets " ervice equipment an 3506) 4 (E3801, E3603) f/ Service size and load calculations (E3502) %F`' !Devices and lighting fixtures (Chapter39) Available fault current (E3506)" i Appliance installation (Chapter40) T� System grounding (E3507). /`✓ Swimming pools (Chapter.41) -- - -"Required-branch citcults (E9603)- — --- — Ctass2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Z Provisions adopted (R102.5) " �4 Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) li�IiA_l Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (R102.5) compliance,.0h Appendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendii verified PRIVATE SEWAGE DISPOSAL (A ndi APqovViision pted ( 0 .5) C ianceAppe �x erified X TI G BUILDINGS AND STR, TURES ( pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- St: —acie County Building-& ZonLt,; M 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldincr Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at 1' (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade --.Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER"0009416 Plumbing Lind uist-Plumbing & Supply Co. 19150 CFC057672 H"VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2FFiC)7 Waterproofina. LLC CCCI 3 2 9 59 Gas IIPNUMBER: I t 2_ iC'I 1 ISSUE DATE: 1 11 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. L" t L, L 4- SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 o State of Florida Certification Number (tfapplimble): have agreed to be the (Company Name/Individual Name) (' zr'. 7—r-, sub -contractor for - (Type of Trade) (Primary Contractor) for the project located at (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) Y,-LGG ! SIGNATURE PRINT NAME DATE Business Name: �� c- 7r- ram. .rL Address: Gcs /CGr lam 'f, City/State/Zip: /— I - G i V-rz, c Phone: % % Z OFFICE USE ONLY: email: , c ,- l - PERMIT # ISSUE DATE 91 �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�ORIOp . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (►f applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case PRINT NAME Business Name: Lindquist Plumbing & supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2 —4 61-19 6 9 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT <ORIO BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: s 2 R R State of Florida Certification Number (if applicable): C A C n 2 43 7 9 Comfort control of St Lucie County Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) 1 �, ^ (_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 Al2E REQUIRED Barry AT PRINT NAME Zimmerman \- A7 �� DATE Business Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: OFFICE ITSE ONLY: email: PERMIT # ISSUE DATE � % C G ST. LUCIE COUNTY PUBLIC WORKS ny� BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing & Waterproof incr, LLC have agreed to be the (Company Name/Individual Name) Ronfina sub -contractor for Wynne Building 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 ,X 4z, k .Andrew Kris a SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Treasure Coast Roofing & Waterproofing, LLC -(772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:IA��"'�q-;:�:e\N(\2. #1301-111-0001-000-5; East 1 of Section 1 tnwnahip_,345 Range 39E, (Tax ID/Legal description/Address)lying N&W of Turnpike Feeder R 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 STATE OF FLORIDA, COUNTY OF S - T. i r i P ACKNOWLEDGED BEFORE ME THIS DAY OF IJ e /��! 20 �Y, BY _f,�70 /• k) LYLE 1AMMuC WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER �•0A P&1, DOROTHY ANN HAFNER «`-A: Notary Public -State of Florida « • •; My Comm. Expires Oct 2, 2012 y+ P°;� Commission # DO 827096 t��' Bonded Through National Not?Fv Assn. (SEAL) MIN. SETBACK REQ, FRONT P.5 SIDES is CNR SIDES REAR � '-j w Uj z m 2 V 1- 4 Due tz -r A b g, I JV. A, Le, Z til -1 flfl� F a-Z J.a 0- " IZ & — -, c.` //- zs-- / I I FORM 1100A-08 FLORIDA ENERGY EFFICI Florida Department of Com Project Name: WYNNEGLETON61 j( Street: ��Xtic q`_��\ City, State, Zip: PORT ST. LUCIE , FL, Owner: ' Design Location: FL, ST_LUCIE_CO_INTL ICY CODE FOR BUILDING CONSTRUCTION unity Affairs Residential Performance Method A BuilderName: Permit Office: Permit Number: Jurisdidtion: 1. New construction or existing I New (From (Plans) 9. Wall, Types (1572.9 sqft.) - Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=13.0 1096.90 ft2 b. Concrete Block - Int Insul, Exterior R=5.0 260.00 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=11.0 216.00 ft2 4. Number of Bedrooms 2 d. N%A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1670.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 1670 a. Under Attic (Vented) R=30.0 1670.00 ft2 7. Windows(156.0 sqft.) Description Area b. N/A c. N%A R= ft2 R= ft2 a. U-Factor: Sgl, default 126100 ftZ SHGC: Tinted, default I 11. Dudts b. U-Factor: Dbl, default 30100 ft' a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ft2 SHGC: Tinted, default 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.4 SHGC: 14. Hot. -water systems 8. Floor Types (1670.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1670100 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF Total As!Built Modified Loads: 30.06 Glass/Floor Area: 0.093 Total Baseline Loads: 35.24 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED Py. DATE: '' 9 I I hereby certify that this building, as d is in compliance with the Florida Enerov Code. E Review of the plans and specifications covered by this calculation indicates compliance with the (Florida Energy Code. Before construction is completed this building will be inspected for comp}ianice with Section 553.908 BUILDING OFFICIAL: DATE: FILE COPY PASS c OF 1$E STA7 Cob WE 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETON61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1670 Lot # Owner: To Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL , - New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range i FL, ST_LUCIE_CO_INTL FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 58 Medium FLOORS i # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 127.7 ft 0 I 1670 ft2 0 0 1 j ROOF / Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 11760 ft2 0 ft2 Medium 0.85 N 0 18.4 deg ATTIC ' in) Area RBS V # Type Ventilation Vent Ratio (1 IRCC 1 Full attic Vented 300 1670 ft2 N N i CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1670 ft2 0.1 Wood iWALLS i Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 13 119 ft2 0 0 0.8 2 N Exterior Concrete Block - Int Insul 5 160 ft2 0 0 0.8 3 E Exterior Concrete Block - Int Insul 13 439.2222 0 0 0.8 4 E Exterior Concrete Block - Int Insul i 5 100 ft2 0 0 0.8 5 S Exterior Concrete Block - Int Insul 13 124 ft2 0 0 0.8 6 SW Exterior Concrete Block - Int Insul 13 34 ft2 0 0 0.8 7 W Exterior Concrete Block - Int Insul 13 380.6666 0 0 0.8 8 - Exterior Concrete Block - Int Insul i 11 216 ft2 0 0 0.8 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type I Storms U-Value Area 1 2 3 E S - Wood None 0.6 Wood j None 0.6 Wood None 0.39 i 21 ft' 21 ft' 16.25 ftz WINDOWS Orientation shown is the entered, asBuilt orientation. / v # Ornt Frame Overhang Panes NFR!C U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 N Metal N Metal E Metal S Metal W Metal Double (Tinted) No 0.87 0.55 N 30 ft' 1 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 60 ft' 1 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 40 ft' 1 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 20 ft' 1 ft 0 in 0 ft6 in Single (Tinted) No 1.3 0.64 N 6 ft' 1 ft 0 in 0 ft 6 in I HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None INFILTRATION & VENTING i / V Method ! --- Forced Ventilation -- SLA CFM 50 ACH 50 ElA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1577 7.08 86.6 162.8 0 cfm 0 cfm 0 0 i GARAGE i # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 COOLING SYSTEM i # System Type Subtype ; Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None j SEER: 14 34 kBtu/hr cfm 0.85 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None i HSPF: 8.4 34 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric I 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # i Collector Company Name System Model # Collector Model # Area Storage Volume FEF None None ft' I I 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 I DUCTS / --- Supply ---- ---- Return ---- Air Percent \/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 40 ftz Attic i 24 ft' Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan Feb [X] Mar [X] Apr [X] May Jun Jul [X] Aug X] Sep [X] Oct [X] Nov [X] Dec Heating Jan IX X1 JXXJ Feb X Mar X Apr X May JXXJ Jun IXXJ Jul Aug Xj] Sep IX Oct Nov Dec Venting X Jan X Feb X Mar X Apr X May X Jun X Jul [[ X Aug Sep [[Xj) X Oct [[X]] X Nov [[X]] 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 78 78 78 78 PM 78 78 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 78 781 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68! 68 68 68 68 68 68 68 68 68 PM 68 68 68! 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68; 68 68 68 68 68 68 68 68 68 PM 68 68 68; 68 68 68 68 68 68 68 68 68 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 11,00A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: PORT ST. LUCIE, FL, - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION _ REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows &Doors LN1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 I 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; i between wall panels & top/bottom plates; between walls and floor. i EXCEPTION: Frame walls where a continuous infiltration barrier is j installed that extends from, and is sealed to, the foundation to the top plate. Floors I N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or I 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 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 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 msulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 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 N1112.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. 5/16/2011 3:16 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 I 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. R— PORT ST. LUCIE, FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=13.0 1096.90 ftz b. Concrete Block - Int Insul, Exterior R=5.0 260.00 ftZ 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=11.0 216.00 ftz 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1670 a. Under Attic (Vented) R=30.0 1670.00 ftz b. N/A R= ftz 7. Windows— Description Area c. N/A R= ftz a. U-Factor: Sgl, default 126,00 ftz SHGC: Tinted, default 11. Ducts b. U-Factor: Dbl, default 30.00 ft z a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 40 ftz SHGC: Tinted, default 12. Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ftz HSPF:8.4 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1670.,00 ftz 2 EF: 0.9 U. N/A — ft b. Conservation features c. N/A R= ftz None FIL i f, oip I certify that this home has complied with the Florida Energy Efficiency Code for Buildin Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compli atures. Builder Signature: Date: g l 1 Addrameess City/FL CF 11 jjJE SAV �`�TR COD WE *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a !Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge webi 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 FIE@ildi or S IJJnre�41.t 7-ofAppendix G of the Florida Building Code, Residential, if not DEFAULT.Lail i )j r EnergyGauge® USA - FlaRes2008' Pro ect Summary Job: Wr'Ightsoft" J Summary Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfort cant rolofslc.cam a For: CARLTON 61 W/CLOSED R PRCH, WYNNE BUILDING CORP. PORT ST. W�CIE, FL 34983 Notes: Design Information - Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 14152 Btuh Ducts 5038 Btuh Central vent (36 cfm) 1116 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20306 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft' 1670 1670 Volume �ft') 14507 14507 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 92 48 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25HBB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47'F 28 OF 1133 cfm 0.059 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16456 Btuh Ducts 7330 Btuh Central vent (36 cfm) 598 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23165 Btuh Latent Cooling Equipment Load Sizing Structure 2420 Btuh Ducts 1973 Btuh Central vent (36 cfm) 1515 Btuh Equipment latent load 5908 Btuh Equipment total load 29073 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4CN(B,F)036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A- wriglvtsoTt Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 1 Load Short Form Job. wrlghtsoW Date: MAY 13, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax. 772-785-9144 Web: comfortcontrolofslc.com P...• ect • • For: CARLTON 61 W/CLOSED R PRCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 D- •n' Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Model 25H B B 336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47°F 28 °F 1133 cfm 0.059 cfm/Btuh 0 in H2b COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4CN(B,F)036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1175 952 69 45 GREAT R M 553 4377 6040 258 288 LAUNDRY 42 767 2337 45 111 KITCHEN 131 495 3883 29 185 MS BATH 56 775 981 46 47 MS CLOSET 63 117 175 7 8 MS BDRM 305 3221 2954 190 141 HALL 20 37 55 2 3 BATH 43 330 277 20 13 BDRM 2 168 2734 2133 161 102 CLOSET 21 213 144 13 7 - enefl 40rz.1 Ono 1 R4 F uN kI r1 4uu -t17-,co Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -Ff&- writtft ghso- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACC EAWrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 1 d 1670 19190 23786 1133 1133 Entire House 1116 598 Other equip loads 23598 165 Equip. @ 0.95 RSM Latent cooling 20306 9An73 1133 1133 TOTALS 1670 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 2011-May-16 14:58:17 wrigh ,,,ft- Right -Suite® Universal 7.1.19 RSU05864 Page 2 )m E:Mrightsoft HVAC\Wynne Corp%WYNNECARLETON61.rrp Calc = MJB Orientation = N Job: Right-J® Worksheet pate: By: MAY 13, 2011 PATRICIA ZIMMERMAN }�} �p�htSOft' �y Entire House CONTROL OF SLC, INC. COMFORT Fax: 772-785 9144 Web: mfortcontrolofs c.com ST. LUCIE, FL 34983 Phone: 772-785-9010 FOYER 1501 SE BILTMORE ST., PORT Entire House 6.0 ft heaUcool 160.2 ft d 8.0 ft 11.5 ft 1 Room name 8.7 ft 6.0 x 2 Exposed wall 69.0 ft' 3 Ceiling height 1670.0 ft' Load 4 Room dimensions Load Area (ft) (Btuh) 5 Room area HTM Area (ft.) (Btuh) perimeter (ft) Ty U-value Or °F) (Btuhlft� or perimeter (ft) (ft) Gross N1P/S Heat Coo numberction (Btuh/ft= Cool Gross N/PIS Heat Cool 0 0 Heal B9 227 194 0 0 0 0 0 0.091 n 2.55 2.18 119 30 p 479 609 222 0 0 0 0 0 0 6 VV 12C Osw p,570 n 15.96 20.29 2.22 160 100 350 1614 1412 0 p 0 p 0 L_-( 1 D c2ow 13A-5ocs 0.125 n 3.50 30.24 23 60 0 398 1014 869 0 0 0 p 0 0 tla/ L_G IA-rlob 1.080 n 2.55 2.18 438 3 1210 1924 0 0 p 0 11 12C-Osw 0.091 a 1.080 a 30.24 48.10 2.22 40 100 79 277 353 176 365 0 0 0 69 0 59 1A-0ob 13A-5ocs 0125 a 3.50 16.80 17.40 21 21 B3 211 181 48 0 27 0 p 0 WL-D 11J0 p.600 a 0.091 s 2.55 2.16 124 20 20 605 471 365 21 21 353 365 0 W 12C-Osw 1.060 s 30.24 23•`�`t 17.40 21 21 353 86 74 0 0 0 0 0 1A-r1ob L-p 11J0 0.600 s 16.80 2.55 2.18 34 34 375 955 818 0 p 0 p 0 W 12C-Osw 0.091 w 0.091 w 2.55 381 6 1 213 299 0 92 92 250 79 0 W 12C-Osw �� 9.79 1.270 w 35.56 49.79 2.72 0.85 216 200 543 177 171 184 0 0 69 p 62 116 IA-rlom q 12B-Obw 0.097 0.390 n 10.92 11.31 16 1449 16 1449 1298 2434 461 69 0 0 0 0 18 L-D 11DO 0.032 - 0.90 1.08 2.08 221 221 689 689 369 69 89 33 0 0 C 16B-30ad 16C-19al 1.37 0.049 0.48 0.25 1449 144g 221 167 0 0 0 C F 19C-19cscp 0.049 27 0.027 - 0.76 0.00 221 F 21A-20c 0 6 c) AED excursion 11325 11599 Envelope loss/gain 2827 7970 0 12 a) Infiltration b) Room ventilation 2 460 3600 Occupants @ 230 13 Internal gains: Appliances/other 14152 16456 Subtotal (lines 6 to 13) 0 0 0 _ 0 Less external load 0 14152 0 16456 Less transfer Redistribution 36% 45% 5038 7330 14 Subtotal 15 Duct loads 1133 2 1133 11 Total .room load Air required (cfm) Printout certified by ACCA to meet au r c -Suite® ..vrcyr.rsofr RightUniversal 7.1.19 RSU05= I Orientation = N itGGA E:\Wrighlsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc IV V%1.436 J 8th Ed. -6 766 630 100 28 0 0 0 0 866 658 0 0 0 0 0 0 866 658 308 293 1175 952 69 45 2011-May-16 14:58:17 Page 1 + wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 30.0 ft 6.0 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heal/cool 4 Room dimensions 1.0 x 552.5 ft 7.0 x 6.0 ft 5 Room area 552.5 ft' 42.0 ft' Ty Construction U-value Or HTM Area (M Load Area M Load number (Btuh/ft'-*F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 C 1 Dc2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-,lob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 yJ 12C-Osw 0.091 a 2.55 2.18 294 254 647 555 0 0 0 0 L-G 1A-rlob 1.080 a 30.24 48.10 40 3 1210 1924 0 0 0 0 V�! 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 -D 11.10 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 I- c; LID 1A-rlob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 I-D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-osw 0.091 w 2.55 2,18 0 0 0 0 48 48 122 105 IW L--G 1A-,1om 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 11-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 11 DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 0.90 1.68 553 553 495 928 42 42 38 71 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 553 553 263 141 42 42 20 11 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -2 -15 Envelope loss/gain 2615 3545 465 389 12 a) Infiltration 613 173 100 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3228 4178 565 1617 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3228 4178 565 1617 15 Duct loads 36% 45% 1149 1861 36% 45% 201 720 Total room load 4377 6040 767 2337 Air required (cfm) 258 288 45 111 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 AC6A E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 2 + wlrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.cam Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft a.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 10.5 x 12.5 ft 7.0 x 8.0 ft 5 Room area 131.3 ft' 56.0 W Ty Construction U-value Or HTM Area (fq Load Area (ft� Load number (Btuh/fl' °F) (Btuh/ft'j or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�J 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 �G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 -G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 \I-G 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 �D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 lA-rlob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 64 58 148 127 to-rlom 1.270 w 35.56 49.79 0 0 0 0 6 1 213 299 it-D 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 131 131 118 221 56 56 50 94 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 131 131 62 33 56 56 27 14 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -25 111 Envelope loss/gain 365 287 438 645 12 a) Infiltration 0 0 133 38 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 1 1 0 Subtotal (lines 6 to 13) 365 2687 571 683 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 365 2687 571 683 15 Duct loads 36°/, 45% 130 1197 36% 45%1 203 304 Total room load 495 3883 775 987 Air required (cfm) 29 185 45 47 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCA EAWrighlsofl HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 3 +}:+ wlriigntsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortconlrolofslc.com Job: Date: MAY 13, 2011 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 heaUcool 4 Room dimensions 7.0 x 9.0 ft 1.0 x 304.5 ft 5 Room area 63.0 ft' 304.5 ft' Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ITV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1-� 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 30 0 479 609 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 I I -- L--G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 V�/ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 T__D 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 Wi 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 217 217 552 473 - �---G 1A.rlom 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 IT-D 128-0bw 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 63 63 56 106 305 305 273 512 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 63 63 30 16 305 305 145 78 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -1 -19 Envelope loss/gain 86 121 1676 1846 12 a) Infiltration 0 0 700 197 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Gm 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 86 121 2376 2044 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 86 121 2376 2044 15 Duct loads 36% 45% 31 54 36% 45% 846 910 Total room load 117 175 3221 2954 Air required (cfm) 7 8 190 141 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrGgr.tsoft Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACC,K E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 4 + wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height B.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.0 x 5.0 ft 8.5 x 5.0 ft 5 Room area 20.0 W 42.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftl Load number (Btuh/ft'-'F) (Btuh/ft� or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6 1tiV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I� 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 I �--G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 1qJ 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 L--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 kt-D 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IW '--G IA-rlom 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 �12B-Obw D 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 20 20 18 34 43 43 38 71 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 20 20 10 5 43 43 20 11 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -2 Envelope loss/gain 27 38 160 168 12 a) Infiltration 0 0 83 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 27 38 244 191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27 38 244 191 15 Duct loads 36% 45% 10 17 36% 45% 87 85 Total room load 37 55 330 277 Air required (cfm) 2 3 20 13 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wr:gr.tsort Right -Suite® Universal 7.1.19 RSU05664 2011-May-16 14:58:17 ACCPA EAWrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 5 + wreghtsoit' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfort controlofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 CLOSET 2 Exposed wall 33.2 ft 2.5 ft 3 Ceiling height 8.0 ft heat1cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 168.0 ft 8.5 x 2.5 ft 5 Room area 168.0 ft' 21.3 ft' Ty Construction U-value Or HTM Area (M Load Area (ft) Load number (13tuh/ft'-0F) (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 VV 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 L--G 1 D-c2ow 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0,125 n 3.50 2.22 0 0 0 0 0 0 0 0 1A-,lob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 104 104 265 227 0 0 0 0 I-G 1A-r1ob 1.060 a 30.24 48.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 20 20 70 44 L-D 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 1A-rlob 1.080 s 30.24 23.54 20 20 605 471 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 52 52 132 114 0 0 0 0 1A-rlam 1,270 w 35.56 49.79 0 0 0 0 0 0 0 0 �126-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 168 168 151 282 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 21 21 29 44 F 19C-19cscp 0.049 0.48 0.25 168 168 80 43 0 0 0 0 F 21A-20c 0.027 0.76 0.00 0 0 0 0 21 21 16 0 6 c) AED excursion -14 -1 Envelope loss/gain 1462 1319 115 88 12 a) Infiltration 555 156 42 12 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2016 1475 157 100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2016 1475 157 100 15 Duct loads 36% 45% 718 657 36% 45% 56 44 Total room load 2734 2133 213 144 Air required (cfm) 161 102 13 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ►{�- wr:yr.tsor�- Right -Suite® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCt'. E:\Wrightsofl HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 6 +�+= wwrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 13, 2011 By: PATRICIA ZIMMERMAN 1 Room name PORCH 2 Exposed wall 30.0 ft 3 Ceiling height 8.0 ft heat/cool 4 Room dimensions 20.0 x 10.0 ft 5 Room area 200.0 ft2 Ty Construction U-value Or HTM Area (M Load Area Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (ft) (8tuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 l--G 1D-c2ow 0.570 n 15.96 20.29 0 0 0 0 WI I 13A-5ocs 0.125 n 3.50 2.22 160 100 350 222 L- ,G 1A-r1ob 1.080 n 30.24 23.54 60 0 1814 1412 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 80 59 207 131 11JO 0.600 a 16.80 17.40 21 21 353 365 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 ES1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 L-G IA-rlom 1.270 w 35.56 ' 49.79 0 0 0 0 q 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 -D 11 DO 0.390 n 10.92 11.31 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 0 0 0 0 C 16C-19al 0.049 1.37 2.08 200 200 274 416 F 19C-19cscp 0.049 0.48 0.25 0 0 0 0 F 21A-20c 0.027 0.76 0.00 200 200 151 0 6 c) AED excursion -25 Envelope loss/gain 3149 2523 12 a) Infiltration 501 141 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3650 2664 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3650 2664 15 Duct loads 36% 450 1299 1187 Total room load 4949 3851 Air required (cfm) 292 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w�igF.tsoft Right-Suile® Universal 7.1.19 RSU05864 2011-May-16 14:58:17 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON61.rrp Calc = MJ8 Orientation = N Page 7 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. PawaW ra PERFORM., RE: M11313 - Carlton w/ Sitting no Front Porch MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Wynne Building Corp. Project Name: 61' CARLTON SITTING AREATaFFC1� �1a CH Model: M11313 Lot/Block: Subdivision: Address: n/a City: PortSt. 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 7.2 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. I Seal# I Truss Name Date No. ISeal# ITruss Na I Date 1 IT4136305 JA5 7/28/011 118 IT4136322 JKJ8 7/28/011 12 I T4136306 J A6 17/28/011 1 1 1 1 13 IT4136307 JA7 17/28/011 14 IT4136308 JA8 17/28/011 15 IT4136309 JA9 17/28/011 16 IT4136310 1A 17/28/011 17 I T4136311 1 G RA 17/28/011 18 1 T4136312 1 GRB 17/28/011 19 I T4136313 1,11 17/28/011 110 I T4136314 1 J2 17/28/011 111 I T4136315 1 J3 17/28/011 112 I T4136316 1 J4 17/28/011 113 I T4136317 I J5 17/28/011 114 I T4136318 I J6 17/28/011 115 I T4136319 1 J7 17/28/011 116 IT4136320 JJ8 17/28/011 117 I T4136321 I KJ7 17/28/011 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. `��111111ttIl 01 • 26 � • P =13t :rLX :-P' STATE OF 'fie Al .• � FL Cert. 6634 July 28,2011 ORegan, Philip 1 of 1 Job Truss Truss Type Ply Carlton w/ Sitting no Front PorchT4136305 712 M11313 A5 SPECIAL 1 Job Reference optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:55 2011 Page ID:MUSQUO?op_QYMzNJVuFE6iyuGEO-kpd6GFlkgdjn2vuuGFZTON0MYwi lee?xsuPgtlytaE 20-0-8 26-0-0 i 34-0-0 �O 2-9-15 6-5-12 3-4-8 5.11-8 7-B•0 1-0.0 Scale = 1:61.3 4.00 12 5xB M1120= 6 I I 2x3 MII20 11 2x3 M1120 3x6 M1120 % 7 3x6 MII20 2x3 MI120Z: 4 5 8 3x4 M1120 3 9 14 � 2 1 10 11 � 7x10 M1120 = 15 0 16 d WO M1120 % 13 12 3x6 M1120 zzz 2.00 12 5xl0 M1120 = 2x3 M1120 II 10-64 2D-4-8 26-0-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 71 Plate Offsets X 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 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 >278 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Hofz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 244 cc puffins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at micipt 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 (min. 0-1-9), 10=134810-8-0 (min. 0-1-9) Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5571/3114, 3-4=5234/2797, 4-5=5186/2804, 5-6=-5239/2908, 6-7=-2469/1445, 7-8=-2459/1368,8-9=2518/1354,9-10=-3168/1750 BOT CHORD 2-14=-2965/5271, 14-15=-1005/2182, 15-16=-1010/2161, 13-16=-1013/2144, 12-13=-1531/2931, 10-12=1531/2931 WEBS 3-14=-300/395, 5-14=222/275, 6-14=-1827/3307, 6-13=-342/543, 9-13=665/551, 9-12=0/252 NOTES 3O 1) Unbalanced roof live loads have been considered for this design. �� Q 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 N SF'• DOL=1.3 plate grip DOL=1.33 ••'V�C•E ;4� +� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �O)1,6 between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -- bearing surface. = •• / f 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: '. SYAT E O F : 10. ��. . LOADCASE(S) Standard �di�••'C P'' A4 FL Cert. 6634 July 28,2011 WARNING- Verijydesfgapammdcrsaad READ NOTES ON THIS AND HICLUDEDbffTEKREFERENCE pAGElwi.7473n .10-V8 BEFORE USE. a Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek' T is for lateral support of individual web members only. Additional temporary bracing to Insure stabiity during construction is the responsibiIV Ility of the i 1ek' 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 Quatlly Criteria, DSB-89 and BCSI Bunding 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 Carlton w/ Sitting no Front Porch T4136306 M11313 A6 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:31:56 2011 Page ID:MUSQUO?op_QYMzNJVuFE6iyuGEO-C?BVUbIMaxreg2T4gy5ixbwTPKeTN U44Y8NQkytaE i1-o-a a-11-11 � 1s-o•o 1s-ao no-a-e. z6.a-o 34-0-0 3s-aa 1-0-0 8-11-11 6.0-6 40-0 1-4-8 MI., 7-8-0 Scale=1:62.6 4.o0 12 5xl0 M1120 % 5x6 M1120 5 6 2x3 M1120 3x4 M1120 U6 M1120 % 4 US M1120-- 3 7 8 rs ur 'n 1 2 14 9 10 6x8 M1120= 13 3x4 M1120= 12 3x10 M1120 = 6 11 3x6 MI120 2.00 FITSx6 M1120 = 2x3 M1120 l I 10-6-4 15.0-0 204-8 26-4-0 3a-o-o 10-6-4 a-s12 s-a-9 5-11-e 7.9-0 Plate Offsets X Y : 2:0-4-4 Ede 5:0-5-00-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 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 Ito FT = 0% 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 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250,(Ib) or less except when shown. TOP CHORD 2-3=5228/3121, 3-4=5107/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=2330/1402, 7-8=2943/1811, B-9=-3059/1797 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=1107/2171, 11-12=-1587/2829, 9-11=-158712829 WEBS 4-14=-369/478, 5-14=1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=754/601, 7-11=01283 l t t i','FitI 1) Unbalanced roof live loads have been considered for this design. ,��t , ��j 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 �� p R. DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to water �\�,• E N 5, •, �y'Q'��i F •'.� prevent ponding. ` [Z .` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r.. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI[TPI 1 angle to grain formula. Building designer should verify capacity of= bearing surface. / 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint r� S 14AT E OF 9. LOAD CASE(S) Standard •;�� 0 , P�e R s,0 ��`�,• N A`'(11 FL Cert. 6634 July 28,2011 ,& WARNING- Verify design prr.dens and READ NOTES ON THISAND INCLUDED M/rEK REFERENCE PAGE MI7-7473 ,t . 10-'OS BEFORE USE. } Design valid for use only with M7ek connectors. This design B 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 stabTty 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 vow -eeara fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, 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 Job Truss Truss Type City Ply Carlton w/ Sitting no Front Porch T4136307 M11313 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:57 2011 Page sr -01'1-n-01-0.0 y6-0.o I D:MUSQ UO7op_QYMZNJVUFE6tyuGEO-gBlthxm_LFzVIC2HNfcxToThMj_m6UFEJCuxyAytaE 26-4-0 34-0-0 3S 1-D-o B-11-9 4-0-7 Scale = 1:62.6 4x8 M1120 4x8 M1120 4.00 12 4 5 2x3 M1120 '� 3 3x4 M1120 ZZ N r 6 0 N 2 11 d1 7x8 M1120 i 7 8 ,n Ir; d 3x10 M1120 = 10 9 US M1120 2.00 FIT5x12 M1120= 2x3 M1120 II i 10-6-4 13-0-0 20-4-8 i 26-0-0 _ _ _, 34-0-0 10-6-4 2-512 7-4.8 5-11-8 7-8-0 Plate Offsets X Y : 2:044Ede 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 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 FBC2007rrP12002 (Matrix) Weight: 146 Ito FT = 0% LUMBER BRACING' TOP CHORD 2 X 4 SYP M 30 *Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 cc purlins. 14: 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 (min. 0-1-8), 7=1305/0-8-0 (min. 0-1-9) 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, 10-11 =-1 821/3184, 9-1 0=-1 601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-1 0=-1 032/676, 5-1 0=1 16/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES Unbalanced roof live loads s design. e been gust! =4.2r �+111,t,< 2) TCDLdered Wind: ASCE 7-05; 140m hh3v (3-second sf; BCDL=3.0 sf; h=14ft; Cal. 11; Ex C; enclosed; MWFRS (low-rise); Lumber �% P ( gust); P P P ( ) �1 J %�� Io DOL=1.33 plate grip DOL=1.33 , � 3) Provide adequate drainage to prevent water ponding. �,� \\' •' G E N 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. par 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas between the bottom chord and any other members. where a rectangle 3-6-0 tall by 2-0-0 wide will fit , !. ,ma`s'+� 1 6 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 : * " / 1�%�; * =• l? 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 atjoint= � 7 ;{ SKATE O F : > J LOAD CASE(S) Standard Er1��,� •, S`S10N A ; „►nr, FL Cert. 6634 July 28,2011 WARMNG - VeHJy design panvmd. and READ NOTES ON TWSAMD INCLUDED DOT EK REFERENCE PAGE MR-7473 ry - I0-108 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown l� is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' erector. Addi ional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rorr<n.e P<ama.a• fabrication, quality control, 'storage, delivery, erection and bracing, consult ANSI/TPII Quality CrIferla, DSB-69 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 Carlton w/ Sitting no Front Porch T4136308 M11313 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:58 2011 Page 1-0-0 8-11-9 11-0-0 15-8-4 I D: ghOohM OCi aHYPz7xW3bmTfwyu G E?-BNJFvH n d6Y5MvMcTxN7A000tL7K4 rya NYsdU Udyta E 20-0-8 � 23-0-0 2G1-3 340-0 350-0 1 0.0 a-11-9 2-0-7 4-8-0 4.5-4 2-7-8 3-1-3 7-10-13 1-0-0 Scale = 1:62.6 5x6 MII20 = 2x3 M112O 11 5x10 M1120 3x4 M1120 4.00 FIT _ 2x3 M1120 �� 4 5 6 7 M1120 3 Rill2x3 N 8 t7 2 'rr 1 13 Z10 'a r 9 I� IA 7x8 M1120 = 0 6 3x10 M1120 = 12 11 US M1120 2.00 12 5x12 M1120 = 3x4 M1120 = 10-6-4 204-8 23-0-0 34-0-0 , 10-&4 9-10-4 2-7-8 11-0-0 Plate Offsets X Y : 2:0-4-4 Ede 7:0-5-00-2-0 9:0-3-14 0-1-8 LOADING (psi) 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(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 151 lb FT = 0% 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 (Ib/size) 2=1305/0-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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 =-1 648/2750 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 his design. t I !f T �Je��j 2) Windt ASCE 7-05; 140mph (3 second gust); TCDL=4t2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ��"„a DOL=1.33 plate grip DOL=1.33`� RF •' �,o 3) Provide adequate drainage to prevent water ponding. `e� \\' •' C E•N <. 4) This truss has been designed fora 10.0 bottom live load live loads. SF •'•,��. e psf chord nonconcurrent with any other .� Q�.'�� 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 v •• between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain 16 i formula. Building designer should verify capacity of:: bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift atjoint— 9. SCAT E OF :• 1/ 441 e LOAD CASE(S) Standard O N A, FL Cert. 66344 July 28,2011 WARNING • Verify design parameters and REW NOTES ON TIIISAND INCLUDED 119TEKREFERENCE PAGE MU-7473 , e . 10-'08 BEFORE USE, LE f Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an individual building component. LE 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 a the responsibility of the building designer. For general guidance regarding ppwiq,e p ro— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crtiedo, 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 Carlton w/ Sitting no Front Porch T4136309 M11313 A9 HIP 1 1 Job Reference (option Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:31:59 2011 Page y1-0-0 9-0-0 17-0-0 I D: ghOoh MOQa HYPz7xW3bmTfwyuGE?-catd6doFtsD DXWBfV4ePZDY3gXmga PhXn WN203ytaE 34-0-0 3S0.0i 0 8-0.0 8-0-0 9-0.0 Scale = 1:59.3 7x10 MT18H 4.00 12 2x3 I I 7x10 MT18H 3 4 5 V c5 1 2 6 7 o Ia d 3x6 % 12 11 10 9 8 34 20 II Us _ 3x8 = 3x6 = 2x3 I I i 9-0-0 17-0-0 25-0-0 34-0-0 9-0-0 B-0-0 8-0-0 9-0-0 Plate Offsets KY): : 2:0-3-14 0-1-8 3:0-5-0 0-2-0 5:0-5-00-2-0 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.43 10 >941 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.65 10-12 >619 240 MT18H 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 142 lb FT = 0 LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-6 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 (min. 0-1-9), 6=1305/0-8-0 (min. 0-1-9) Max Horz 2=92(LC 5) Max Uplift2=-913(LC 3), 6=-913(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2991/1865, 3-4=-3456/2249, 4-5=-3456/2249, 5-6=-2991/1865 BOT CHORD 2-12=-1695/2758, 11-12=-1694/2768, 10-11=-1694/2768, 9-10=-1626/2768, 8-9=-1626/2768, 6-8=-1627/2758 WEBS 3-12=0/369, 3-10=-559/946, 4-10=-426/411, 5-10=559/946, 5-8=0/369 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. `�,- }\� • • GE N°' •,>e S46' 9It, °a 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 .'• • s. 6) This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit o •• . " 16 between the bottom chord and any other members. O 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift atjoint : s3 f'. ; '�✓ f 6. LOAD CASE(S) Standard �'�, s S i", fl F' J < '.;c� R i P��; 1: NA % FL Cert. 6634 July 28,2011 ® WARMNG - Vriify design paramdens .d READ NOTES ON 7WISAND INCLUDED ttIITEK REFERENCE PAGE MT 7473 rrnr, ZO-'08 BEFORE USE. a Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for an individual building component. LN Applicability of design paramenters and proper incorporation of component isresponsibility of building designer- not truss designer. Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilIYf lity of the ) ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row —v[R--- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Carlton w/ Sitting no Front Porch T4136310 M11313 A COMMON 6 1 Jab Reference o Gonai Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:31:54 2011 Page I D:tl2Gh?A3g I hkpo7xB k?aVyuG E 1-Gc4k3vk63KbXR IJIIX2EsArFs WO DvAeodEf H LrytaE 1-0-0 6-7-13 i 12-0-13 17-0-0 21-7-3 27.4.3 340.0 350-0 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 52 6 19 2x3 M1120 ii 18 2x3 M1120 II 3x6 M1120 % 5 7 3x6 M1120 3x4 M1120 % 4 8 3x4 MI120 3 ur 9 �1 2 10 11 � Ir; 16 20 21 13 3x8 M1120 = 17 15 14 12 3x8 M1120 4x6 M1120 4x6 M1120 = 2x3 M1120 i i 3x8 M1120 = US M1120 = 2x3 M1120 6-7-13 12-4-13 21-7-3 27-4-3 34-0.0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb FT = 0% 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 gu' e REACTIONS (lb/size) 2=1410/0-8-0 (min. 0-1 -11), 1 0=1 410/0-8-0 (min. 0-1-11) Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 34=2844/1502, 4-5=-2793/1510, 5-18=2837/1614, 6-18=2750/1618, 6-19=2750/1618, 7-19=-2837/1614, 7-8=2793/1509, B-9=-2844/1502, 9-10=-3400/1848 BOT CHORD 2-17=1743/3154, 16-17=-1743/3154, 15-16=-1743/3154, 15-20=-937/2064, 20-21=-937/2064,14-21=-937/2064,13-14=-1633/3154,12-13=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 TES i 19 t i 1)F� j`t, 1) Unbalanced roof live loads have been considered for this design. %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 R� •E DOL=1.33 plate grip DOL=1.33 •\t' C j,(S �� i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,04.'•' 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 BCDL = 10.Opsf. tall by 2-0-0 wide will fit b 1 6 chord and any other members, with vicapable of withstanding 880 lb uplift at joint 5) Prode mechanical connection (by others) of truss to bearing sR�S3'v' 2 and 880 lb uplift at jointis �• >ec jointer plate 10. ff r✓'�; 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. ��. `A:•� STE OF 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard �Fi •'fit O i ©p'•• 1��*! • �= 1 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads l� • • • • • • • '!• p' f,®1I (6I�54, N 6-11=54, 2-20=-20, 20-21=-60, 10-21 =-20 1� 114 ®1, Concentrated Loads (lb) Vert: 18=-50(F) 19=-50(F) FL Cert. 6634 July 28,2011 ® IAdRMNG •Vert, flj drsegrt parameters and RF.dD NOTES ON TFIIS EHD INCLUDED RIITEKREFERENCE PAGE MIF7473 nev. 10-'08 BEFORE USE. � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �+ Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral sup port of individual web members only. Additional temporary bracing to insure stability during construction is the responsibllitty of the rc MiTek' —to r. 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 Crfleda, 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 Job Truss Truss Type City Ply Carlton w/ Sitting no Front Porch T4136311 M11313 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:01 2011 Page ID:ItaBvil2LbgFbHWidJHiC7yuGE_ Zy?OXIpVPTTxmgL2cVgteedLeLTE2HTpEgs85xytaE 8.0.0 1 17-0-0 i 18-6-0 i 22-2-2 26.0-0 34-0-0 701 I 1-0-0 8-0.0 4-60 4-6-0 W. 3-8-2 3-9-14 8-0.0 Scale = 1:61.3 (+)Top chord must be braced by end jacks, roof diaphragm, or properly 4x4 — connected purlins as shown. 11 9 14 7x12 7 17 6x12 4.00 12 5 3x6 19 3 819 1.14 15 IF 18 21 4 6 10 16 0 10x10 = 4x5 = N N1 2 a 22 23 T� 3x5 = 29 28 27 26 25 24 3x5 3.5 II 3x6 = 6x8 = 7x8 = Us = 5x6 _ This truss is NOT symmetric. Proper orientation is essential. B-0-0 12-6-0 16-6-0 26-0-0 34-0-0 8-0-0 4-6-0 6-0.0 7-6-0 B-0-0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-4-8 Ede 21:0-4-12 Ede 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.23 2-29 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. Except: BOT CHORD 2 X 4 SYP M 30 1 Row at midpt B-21 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-428(LC 3), 27=1373(LC 5), 26=1770(LC 4), 22=630(LC 4) Max Grav All reactions 250 lb or less at joints) except 2=536(LC 7), 27=1781(LC 1), 26=2503(LC 1), 22=787(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=744/453, 3-4=-100/418, 4-6=-100/418, 6-8=560/953, 8-10=-560/953, 10-12=-560/953,12-13=-560/953,13-15=-560/953,15-16=-560/953,16-18=-560/953, 18-20=-1792/1525,20-21=-1792/1525,21-22=-1563/1076,3-5=-492/580,5-7=-402/607, 7-9=-53/385, 9-11 =-1 3/425, 11-14=0/397, 14-17=-139/468,17-19=-219/425, `111111ltifflj 0� J 0, 1IO` 19-21=-351/441 ,ee ��T ......... . ✓jrP BOT CHORD 2-29=-455/646, 28-29=398/546, 27-28=-398/546, 26-27=-927/757, 25-26=-162/263, 24-25=-162/263, 22-24=-900/1424 Ea, .� .'-�, "4' WEBS 3-29=493/863, 3-27=-1750/1315, 6-27=-593/714, 6-26=-497/442, 13-26=-887/736, Q` t�' s.- 1 �6 18-26=-1886/1620, 18-24=93411464, 6-7=-591/634, 19-20=-260/340, 14-15=-491/449, m e 11-12=-380/239 NOTES / r % ` 1) Unbalanced roof live loads have been considered forthis 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 �. S `AT E F ' DOL=1.33 plate grip DOL=1.33 3) Provide drainage to water i 0, �1 • , A` �i `•0 adequate prevent ponding. 4) All plates are 2x3 MT20 unless otherwise indicated, { R o��, SS �' • . • • '! 5) his ss has been designed fore 10.0psfbottom chord live load ent with any ve TThis l>ef` �'0P 11 A, t truss has been designed for a lie load of 20. psf on the bottom chord in all areas wherte allrectangle 3-6-0 tall by 2-0-0 wide will fit 6) N , between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 2, 1373 lb uplift at joint 27 1770 lb uplift at joint 26 and 630 lb uplift at joint 22. FL Cert. 6634 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 28,2011 Continued on vage 2 wdRMNG-Ve,If desega parameters and REdD NOTES ONTHISHND INCLUDED MIlETiRBFERENCE PAGE MII-7473 nev. 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. 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 MIT9C(r erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding poweq.o xgroq...' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-411. Type IQty I Ply I Carlton w/ Sitting no Front Porch T4136311 313 Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:01 2011 ID:IIaBvil2LbgFbHWidJHiC7yuGE= Zy?OXIpVPTTxmgL2cVgteedLeLTE2HTpEgsB. NOTES 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=54, 2-29=-20, 24-29=-47(F=-27), 22-24=-20, 3-11 =-1 26(F=-72), 11-21 =-1 26(F=-72) Concentrated Loads (lb) Vert: 29=-641(F) 24=641(F) FL Cert. 6634 July 28,2011 A WARNING - Verify design parameters and READ NOTES ON TEISAND INCLUDED Af>TEK REFERENCE PAGE MU-7473 n . 10-'OS BEFORE USE, Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. LE Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ILf is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mi Ip ekr 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 Crilerla, 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 Carlton w/ Sitting no Front Porch T4136312 M11313 GRB HIP 1 2 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:02 2011 Page' ID:m38Z622g6vo6DQ5uAOoxkKyuGDz-lgZmkeg7AnboOzwEADB6AsAZlkkvno9zTrbidOytaE� y1-o-o� 13-a-o zo-4-o , 27-0-0 34-0-0 3so-o '1-0-0 7-0-0 6-8.0 6.8.0 6-8.0 Scale = 1:59.3 4.00 12 6x10 3x4 = 56 WB= 2x3 II 6xio 3 4 5 6 7 N r N 2 8 9 N N �1 ICS O O 3x8 = 15 14 13 12 11 10 3x8 = 2x3 II 4x6 — US = 3x10 = 4x6 = 2x3 II 7-0-0 13-8-0 20-4-0 27-0-0 34-0-0 7-0-0 6-8-0 6-8-0 6-8-0 7-0-0 Plate Offsets MY): : 3:0-5-0 0-2-0 5:0-3-0 Ed a 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.74 12-13 >537 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -1.05 12-13 >381 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 297 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2579/0-8-0 (min. 0-1-8), 8=257910-8-0 (min. 0-1-8) Max Horz 2=77(LC 5) Max Uplift 2=-1908(LC 3), 8=-1908(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6942/4936, 34=9445/6777, 4-5=-9443/6776, 5-6=-944316776, 6-7=-9444/6775, 7-8=-6942/4937 BOT CHORD 2-15=-4605/6496, 14-15=-4625/6539, 13-14=-4625/6539, 12-13=-6656/9445, 11-12=-4568/6539,10-11=-4568/6539,8-10=-4548/6497 WEBS 3-15=-329/693, 3-13=-2237/3219, 4-13=-797/835, 6-12=-776/826, 7-12=-2235/3217, 7-10=-329/693 NOTES Illilllt►r�� '' 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ` I , ©,C Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. `��P X Bottom chords connected as follows: 2 4 - 1 row at 0-9-0 oc. • E N ''• Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. �� •' \ G & Q \' >�••• 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. fy-cam�16 3) Unbalanced roof live loads have been considered for this design. 4 Wind: ASCE 7-05; 140m h 3-second gust); TCDL=4.2 sf; BCDL=3.0 sf; h=14ft; Cat. 11; Ex C; enclosed; MWFRS low-rise ;Lumber P( 9 ) P P P ( ) DOL=1.33 plate grip DOL=1.33 5) Provide drainage to ► adequate prevent water ponding. i,'.•' 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. e ( SPAT E O F psf 7) • 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. OK t� �j``S • • R :. • • • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1908 lb uplift at joint 2 and 1908 lb uplift at •� !� joint 8. ,IS,0 N A; 9) Girder carries hip end with 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 384 lb up at 27-0-0, and 475 lb down and 384 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard July 28,2011 Continued on page ® WARNING. Verify design pararneters and READ NOTES ON THIS AND INCL UDED A TEK REFERENCE PAGE MR-7473 rim. 10-VS BEFORE USE. ��' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on Individual building component. ■•�i"■' Applicability of design parameniers 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 responsiblfity, of the M(Tek' erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding pOwER.=PERPOR..' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Qualify 01teda, DSO.89 and BCSI Bundling Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Type Qty Ply Carlton w/ Sitting no Front Porch T4 1313 Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-113(F=-59), 7-9=54, 2-15=-20, 10-15=42(F=22), 8-10=-20 Concentrated Loads (lb) Vert: 15=-475(F) 10=-475(F) 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:02 2011 ID:m38Z622g6vo6DQ5uA0oxkKyuGDz-19Zmkeg7AnboOzwEADB6AsAZ1kkvno9zTTbi( t tti1111BBBB� S`AT E O F e1111 FL Cert. 6634 July 28,2011 WARMM- Vertfydesignpararnefe and READ NOTES ON THIS AND INCLUDED W7EKRBFERENCE PAGE MI-7473,w, IO-'OSBEFORE USE. �� g ...- Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the M(je�(� 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/TPll Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1313 Chambers Truss Inc., Fort Pierce FI. 34982 Type )TRUSS Ply I Carlton w/ Silting no Front Porch T413631 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:02 2011 1-0-0 - 1-0-0 3x4 = Scale = 1:6.2 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 0.17 BC 0.01 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/deft L/d 2 >999 360 2 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=125/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-8/Mechanical Max Horz 2=53(LC 3) Refer to MiTek'TOE-NAIL" Detail for connection to supporting Max Uplift 2=-1 76(LC 3), 3=-8(LC 1) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1), 4=18(LC 2), 3=31(LC 3) 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.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 176 lb uplift at joint 2 and 8 lb uplift at joint 3. ,t'l If a+,1%%% J O -II •� ��i LOAD CASE(S) Standard ''7` i�j ee N, • • ••��G NSF•• ;9'L''• :eQ� J _ SKATE OF i I1t1111 FL Cert. 6634 July 28,2011 A WARMNG - Verlh design parameters and READ NOTES ON THIS AND INCLUDED M 7-EKREFERENCE PAGE MD-7473 , e . 10.'08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. =.�i'■^ Applicability of design parameniers 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 rowcw.e P.nron.a• fabrication, quality control, storage, delivery, erection and bracing, consult ANSVIP11 QuaBly 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 313 Chambers Truss Inc- Fort Pierce FI. 34982 Type ) TRUSS 1-0-0 2-0-0 3x4 = Carlton w/ Sitting no Front Porch T41363141 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:03 2011 Page Scale = 1:7.9 LOADING (psi) 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 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(fL) -0.00 (loc) I/deft L/d 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% 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 lastallalign guide, REACTIONS (lb/size) 2=145/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=36/Mechanical Max Horz 2=74(LC 3) Max Uplift2=165(LC 3), 3=-35(LC 4) Max Grav 2=145(LC 1), 4=39(LC 2), 3=36(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 35 lb uplift at joint 3. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 �WARNHY,-Ver'iN design para,neters and READ NOTES ON TILSEND INCL TIDED Mr1Efi'REPERENCE PAGE Mf!-7473 VP. 10-VSBEFORE 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. �1Y^ ApplicabiGly 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 responsib�rity of }he M i feW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowin+=P.n.o ra fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Type 313 ITru ss MONO TRUSS OTy Ply 1 Carlton w/ Sitting no Front Porch T4136315 Chambers Truss Inc, Fort Pierce FI. 34982 1-0-0 3-0-0 3x4 = 7.250 s May 112011 MiTek Inc. Thu Jul 28 10:32:03 2011 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 FBC20071TP12002 CSI TC 0.26 BC 0.12 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) I/deft L/d 24 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% 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 1 G-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 3=53/Mechanical, 2=187/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=94(LC 3) Max Uplift3=-52(LC 3), 2=205(1-C 3) Max Grav 3=53(LC 1), 2=187(LC 1), 4=53(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.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 52 lb uplift at joint 3 and 205 lb uplift at joint 2. LOAD CASE(S) Standard �3,1 �6/ • ��s s. !' J SCAT E OF h ,O R 1 •'��'S,ONA� E�--o FL Cert. 6634 July 28,2011 A WARMNO - V.-Q'y design parameters and READ NOTES ON THlSAND INCLUDED AIITEKREFERENCE PAGE MR-74" ,w. 10-VS DEFORE 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. ■=�i�� ,Y�� Applicability of design paramenters and proper incorporation of component B 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 responsiblfity of the MiTek` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding---P[—.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality CrHeda, DS6-69 and 6CSI Banding Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. T,..,,,, ci as r-1 Type city, Ply Carlton w/ Sitting no Front Porch T4136316 )TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI. 34982 7.260 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:04 2011 I D:iSGJXk3xeWbgSkFHIRrPplyuGDx-zXgW9KsNiOrWdH4dleEaGHFOaYZ4FgIGwn4o 4-0-0 1-0-0 4-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rfP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:11.2 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 BC 0.22 Vert(TL) -0.03 2-4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 14 Ib FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 uide REACTIONS (lb/size) 3=85/Mechanical, 2=219/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=115(LC 3) Max Uplift 3=-91 (LC 3), 2=217(LC 3) Max Grav 3=85(LC 1), 2=219(LC 1), 4=73(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. ,`� �� 1 ! t t ►��, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 217 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 WARMNG - V.-n d.19g parameters and READ NOTES ON THIS AND BVCLCWED JI2f C REFERENCE PAGE MH-747a ,we. 10-VS BEFORE USE, ��L Design valid for use only with MiTek connectors. This design a based only upon parameters shown, and is for on individual building component. ■�."Y'"" 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 Welk` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Por general guidance regarding row.n nsn fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPII Quality Crtferfa, DS6.89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 313 Type ) TRUSS Ply I Carlton w/ Sitting no Front Porch T41363171 Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 2810:32:04 2011 Page ID:iSGJXk3xeW3gSkFHIRrPplyuGDx-zXgW9KsNiOrWdH4dleEaGHF WYXwFgjGwn4oiGytaEF 5-0-0 i 1-0-0 5-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rfP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:12.9 CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.39 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 BC 0.36 Vert(TL) -0.07 2-4 >809 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=114/Mechanical, 2=25410-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=136(LC 3) Max Uplift 3=-1 27(LC 3), 2=-233(LC 3) Max Grav 3=114(LC 1), 2=254(LC 1), 4=93(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 127 lb uplift at joint 3 and 233 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 �wARNBVG-VeHf}j designpammdem and READ NOTES ON TzrrsAND INCLUDED MIrEK REFERENCE PAGE MI-7473 rw, 10-'08 BEFORE USE. Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is foran Individual building component. C� Applicability of design porameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MiTek' T !' is for lateral support of individual web members only. Additional temporary bracing to Insure stabTty during construction is the responsibllty of the IV I) IP,.Qe' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ow�w ro vneron.a• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, 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 336104115 Truss Type Truss MONO TRUSS Oty Ply 1 Carlton w/ Sitting no Front Porch 1313 IJ6 Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:05 2011 I D: i SGJXk3xe W3gSkF H I RrPplyuG Dx-RkEuNgsOTizN F RfprLI poUo6XygT_HyP 9RgMl -1-0-o e_Qo 1 40 6-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = 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 No.3 BOT CHORD 2 X 4 SYP No.3 Scale=1:14.5 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.63 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 BC 0.53 Vert(TL) -0.15 2-4 >450 240 WB 0.00 HOrz(TL) -0.00 3 n/a n/a (Matrix) Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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 u' REACTIONS (lb/size) 3=143/Mechanical, 2=289/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=157(LC 3) Max Uplift 3=-1 61 (LC 3), 2=250(1_C 3) Max Grav 3=143(LC 1), 2=289(LC 1). 4=113(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 fill 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 161 Ito uplift at joint 3 and 250 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 WARMNG - Verify design parwneters and READ NOTES ON TINSAND INCLUDED PUTEKR13FERENCE PAGE LIII-7473 w, 10 '08 BEFORE USE, ¢ Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and Is for an Individual building component.HE Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown L�L qq 4 t' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction a the responsibility of the 1Yt) IPi K( erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row -eti .c' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 313 Type ) TRUSS Ply I Carlton w/ Sitting no Front Porch T41363191 Chambers Truss Ina, Fort Pierce FI. 34982 7.250 s May 11 2011 MiTek Industries, Inc. Thu Jul 28 10:32:06 2011 Page ID:Aegh k44ZPgB h4ugTs9M eM zyuG Dw-RkEuNgsOTtzN F RfprLlpoU oAQ ynG_Hy P9Rq M EjytaE( 7-0-0 7-0-0 ' 'I 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 Scale: 3/4° 1' 3x4 = SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP Plates Increase 1.25 TC 0.38 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.29 2-4 >275 240 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code FBC2007/rP12002 (Matrix) Weight: 23 lb FT = 0% LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=172/Mechanical, 2=324/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Harz 2=178(LC 3) Max Uplift3=-194(LC 3), 2=-269(LC 3) Max Grav 3=172(LC 1), 2=324(LC 1), 4=133(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. I% 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 psi 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 194 Ib uplift at joint 3 and 269 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 ® WARNING - Verify d siya panarne. and READ NOTES ON TRISAND INCLUDED Df/TEKREFERENCE PAGE MII-7473 W. 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. 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 p� 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 Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Truss Type Oty, Ply Carlton w/ Sitting no Front Porch T4136320 313 �JB MONO TRUSS 110 1 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 - 8-0-0 3x4 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.37 Lumber Increase 1.25 BC 0.29 Rep Stress Incr YES WB 0.00 Code FBC2007frP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 REACTIONS (lb/size) 3=200/Mechanical, 2=360/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=199(LC 3) Max Uplift3=-227(LC 3), 2=-288(LC 3) Max Grav 3=200(LC 1), 2=360(LC 1), 4=153(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 7.250 s May 112011 MiTek Inc. Thu Jul 2810:32:06 2011 Page Scale = 1:17.7 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.15 2-4 >613 360 MT20 244/190 Vert(TL) -0.37 2-4 >245 240 Horz(TL) -0.00 3 n/a n/a Weight: 26 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or- bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 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 ofwithstanding 227lb uplift at joint 3 and 288 lb uplift atjoin 2. LOAD CASE(S) Standard FL Cert. 6634 July 28,2011 A WARNING- VerifydesignpararnefersandREdD NOTES ON 771/SANDIMLEWEDMITEKREFERENCE PAGE M/I-7473 rev. 10-VSDEFORE USE, 1R Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 1,��!■■� 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. Por general guidance regarding pow[q,o pfRraRM' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Carlton w/ Sitting no Front Porch T T4136321 M11313 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:06 2011 Page I D:Aeghk44ZPgBh4uqTs9Me MzyuGDw-vwoHaOteE?6EtbE?P2G2LiLLn MDIjh9ZO5Zvm9yta E i 6-11-1 o_10-1 ,To 6-11-1 I 2-11-0 Scale = 1:20.8 4 2.83 12 3x4 It 8 2 1 7 6 3x4 = 2x3 II 5 3x4 = 6-11-1 9-10-1 6-11-1 2-11-0 Plate Offsets X Y : 6:0-0-4 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (]cc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.11 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (Matrix) Weight: 36 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=108/Mechanical, 2=388/0-11-5 (min. 0-1-8), 6=474/Mechanical Max Horz 2=213(LC 3) Max Uplift4=-126(LC 3), 2=-322(LC 3), 6=-284(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=765/357 BOT CHORD 2-7=-493/718, 6-7=-493/718 WEBS 3-7=0/284, 3-6=836/574 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. Ili; 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. +l�1 1 111 t f d t! 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 0 O between the bottom chord and any other members. ♦♦� �Q `� i� 4) Refer to girder(s) for truss to truss connections. ♦`' \� �j ♦Q�,•• N S .• Q.j, �� f ��•E 5) Provide mechanical connection (by others) of truss to bearing plate capable owithstanding 126 lb uplift at joint 4, 322 lb uplift atjoint 2 ti and 284 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 = �%/ c e Uniform Loads (plf) '! Sy`AT E OF Vert: 1-8=54 •' �o Trapezoidal Loads (plf) Vert: B=O(F=27, B=27)-to-4=133(F=-39, B=-39), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) A, �r �•. O A•�• \�,, R> 40 FL Cert. 6634 July 28,2011 ,A WARMING-Verifydtsig. 11. andm and READ NOTES ONTTIISANDRJCLLmEDMITEKREFERENCE PAGE MR-7473 rev. 10-WBEFORE USE. �� Design valid for use only with Wek connectors. This design is based only upon parameters shown, and Is for an individual building component. ice. 'Y!� Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rr ,o e�nsna.a- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdtedo, DSB-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamoa. FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting no Front Porch T4136322 M11313 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Thu Jul 28 10:32:07 2011 Page I D:erN4yQ5BA7JYh2PfPsttvAyuGDv-N6MfnMuG?JE5VIpCzmnHtvtV51YtS5BiGJTlbytaEP �5-0 7-14 3-11-12 Scale = 1:20.5 4 2.83 12 3x4 3 8 2 7 6 2x3 I 5 3x4 = 3x4 = 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 MT20 244/190 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 FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5 (min. 0-1-8), 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (Ib) - 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 I I I I t d I?�0 between the bottom chord and any other members. ♦Ott ♦ I J O 4) Refer to girder(s) for truss to truss connections. . iQ •' •,n 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift atjoint 2\� • • C E y `S(�•'.Q� and 318 lb uplift at joint 6. e 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •• %.. `• LOAD CASE(S) Standard '% s4 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) " -fl • Vert:1-8=SPATE OF :•�� Trapezoidal Loads (plf) { � ,• 441 � Vert: 8=0(F=27, B=27)-to-4=152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=56(F=-18, B=-18) r�� •,C`� O ji�_`,� O 1 11111/11 FL Cert. 6634 July 28,2011 A WARNING Verify drsiga parameter, and READ NOTES ON TWIS AND INCLUDED AIITEKREPERENCE PAGE MR-7473 nen. 10•'03 BEFORE USE, mm Design valid for use only with Wek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design porameniers 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 responsib1lily of the M1 ®�(' erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery,erection and bracing, consult ANSI/TPII Quality Crtieda, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610.411 Symbols Number6ng System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. QT/j6r I For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A © 2006 MTek@ All Rights Reserved POWER TO PERFORM", MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quarity Criteria. n nv� COMPLETED ON: 2-24-12• DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 24 LA PUERTA DEL NORTE, �I "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF COUNTRY SHOWN HEREON. CLUB VILLAGE, OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: :- 12111 CO070 F, EFFECTIVE DATE AUGUST 19, 1991. FFE =FINISHED FLOOR ELEVATION 0 L 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY v V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R =RADIUS OF CURVE a 1n 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF LA PUERTA DEL NORTE HAVING AN ASSUMED SF = SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, OF ST.LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. : 1 "=30' DATE: 2-24-12 DRAWN: CJM JOB NO.: 12-1282 SITE BENCKMARK ELEVATION= 24.04 ASSUMED 0 Z F N w PERMIT #: /i / Z-- o 2t ? 20' PAVED ROAD LA PUERTA DEL N90000I 15. NORTE AVERAGE TOP 17 OF FORMS ELEVATION=26.31 '.27' ABOVE EDGE OF PAVEMENT W � N M 0) o0 N89051 0 0 z RTA DEL 8.00 3 It N M a7 Po o O O 52.01' N ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street *LEBf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 0 St. Euc'P Co FL N ptzte `�iii: X AP.Proved. W LAST FIELD DATE: 2-24-12 CERTIFIED TO: WYNNE BUILDING CORPORATION',, I hereby certify t'`at theCsurvey shown hereon', -is true and correct and is -based on actual}tbeaseuremants taken in the field. This survey meets the Minimm Technics! Standards of Chapter 61017.Florida ad�qjynlstrntive ode._ ALEXOND J. P_IAZ Professional urvdy6r1`dk Mapper Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1282.dwg, 2/24/2012 2:17:08 PM