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Home My WebLink AboutSUBMITTED PAPERSDQPP ATE FILED% l l l l ( - PLAN R1;VMW, FIE: REC.FTPT NO.: " —.. CONCUPIR> NCY FEE: RECEIPT NO,: PERMIT NUMBI R: I 110 •W b CERT. CAP. NO: -�..._... ALL INFO MUST BE COMPLETE & PILLED IN TO B E A CCEPTED St. Lucie County Building and Zoning 23'0o Virginia Avenu.c ! a� SCANNED R. Piorca, FL3a9gz•s6s2 BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERN111T CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/D NAME:, nP n i aM r a ka s, T -.. SITE PLAN NAMr4:...._ 3. PROPERTY TAX ID #: Part c) f 3 4.1 --S 9 4 1-0 0 0 01 § 4. LEGAL DESCRIPTION (attach extra sheets if necessary): _Se.C-tj ori. 2,E,.-. Tnwcvn ;b±p- 6 Range 40V 5. PLAT 6, PAGE 7, BL OCK S-LOT BOOK NO. NO. . NO. G 10. II PARCEL SIZE: ACRES/SQ Fr. LOT DIMENSIONS DESCRIPTION OF CONSTRUCTION PROJECT OR W ORK ACTIVITY; Single i ngle -fami. SETBACKS (ACTUAL) FRONT: BA.CK: RIG13T: % LEFT: r SIDE _ SIDE y 12, TYFF OF CONSTRUCTION (Check all appropriate boxes) k ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] R1;SIbENTI1IJ., [ } COMMERCIAL. [ :.] INDUSTRIAL ?, 3. DESCRIPTION OF PROPOSED USE: 14. Sq-1✓t./(CONSTRUCTION: (--\ is 15. Sq. Ft, Is Floor; 16. VALUE O)F CONSTRIJCT'ION: S 51 r 0 0 0 _ an The value of constriction is used to determine the amount of permit fees to be assessed, St. I.uGic County reserves the eight io question and/or .modify the indicated value of construction if it is dcmonstratcd that the submitted figures are not eoasistent with similar types of construction acti 'i ties, If the value is $2500 or more, a RECOPDF-D Notice of Commcnctment mast be submitted with this application. K SLCCbV Foz;txt, No.: 001-02 ..1 V OFFICE T7E`0 DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: 111� PERMIT NUMBER: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED J( \E COG St. Lucie County Building and Zoning • F2300 Virginia Avenue �0' Ft. Pierce, FL 34982-5652 , 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/D NAME: S ^ ^ n j ^ r, T ak e s; I SITE PLAN NAME: 3. PROPERTY TAX ID #: Part of 3414 50_1701 n n n / ri 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Sac i-inn 26, Tnwn G h i p 16s, a nA 5. PLAT BOOK PAGE NO. 9. PARCEL SIZE: ACRES/SQ FT BLOCK 8. LOT NO. . NO. LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11 12. 13. 14. M. SETBACKS (ACTUAL) FRONT SIDE SIDE TYPE OF CONSTRUCTION (Check all appropriate boxes) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL [.c.] INDUSTRIAL [ ] OTHER(SPECIFY) DESCRIPTION OF PROPOSED USE: Same Sq. Ft./CONSTR TION 15. Sq. Ft. 1 st Floor: 16. VALUE OF CONSTRUCTION: 1 f 0 Q on The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: $(.®®_,S ...IiSlr�ui } A 4 n ? CITY: Port St Lucie STATE: RL ZIP 34952 PHONE (DAYTIME): 9 7 2) R 7 R 5 5 1 3 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAMEAND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: ►r ST. of FL REG./CERT #: r GC n 3 5 9 9 ST. LUCIE COUNTY CERT #: ) S a 92 BUSINESS NAME: Wynne Development QUALIFIERS NAME: ADDRESS: CITY: Part 4 T i P STATE: PT. ZIP 3 4 9 5 2 PHONE (DAYTIME): (-7- _878-5 51 3 FAX NO. 17 7 2 1 A 7 st _ 7 ti 5 ti email. ARCHIT/ENGINEER: ADDRESS: CITY: s: t13;j�'t - � STATE: T ZIP 3 49 ° 6 (_) PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: u STATE: STATE: ZIP ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after it will be voided and returned to you by mail. "I s '— a CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen roo s, 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 W�TH 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 SUBJECTITO 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 infoi with all applicable laws regulating STATE OF FLORIDA COUNTY OF c} T 11 c i e The foregoing instrument was acknowledged before me this Z day of FL. , 20-U, by Mai-tbew Lyle Wy-nff4ois ersonall known to me or who has produced as identification. Signature of Not Type or Print Name o o Y,. DOROTHY ANN HAFNER Notary Public -State of Florida Commission No. _'• ' 214 Comm. Expires Oct 2, 2012 Commission # DO Bonded Through Na 9 Oall Notary NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGN. THIS BUILING PERMIT AS AN OWNER/BUILDER, TI THIS APPLICATION IN THE OFFICE LISTED ON THE For specific instructions see appropriate permit is accurate and that all work will be done in compliance ction and zoning. CONT�RAC�TOR�,�a.�P STATE OF FLORIDA COUNTY OF q t - �.-3e The foregoing instrument was acknowledged before me this - day of / K. , 20/ /, by Matthew T 1-e ryzme who is erp sonally known to me or who has produced as identification. Signature of Nota Type or P app OROTHY ANN HJ827_� `pµV Pia ,, Not Public -State Commissio IT ' ' •= �es O Commission # DOBonded Through National.TUBE MUST BE NO A A E OWNER MUST PERSONALLY APPEAR TO SIGN MONT OF THE APPLICATION. ecklist. i OF'IC USE .ONLY` . :::' :....:. BP SECTION 2( TOWNSHIP RANGE MAP NO.� ZONING LAND USE LOT CVG % TAZ NO, FLOOD ZONE X FIRM MAP # ��(Z 11T FLR ELV . MAX HGT -1 CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER IJ SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before 1/90) 1190) REQUIRED APPROVED ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE IMP FEE REPORT PUBLIC BLD E RADON FEE CODE )1D �. IMPACT FEE SCHOOL GROSS RO CREDIT Y N TOTAL ROAD IMPACT FEE IMP IMPACT FEE DUE 2 SCHOOL EDIT Y N :: =_ - = ; ':' :' " :' TOTAL IMPACT FEE _ ::; 's c= _;,.' :.,. SCHOOL .; IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES : ' '.:: is :. .. .•.•.. -•: Y:ii, l.:.:,��;.. ... ., REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE REVIEWED BY EXAMING DATE COMPLETE . - INITIALS , - conTunLenTp& i Continental Florida Materials Inc. 1 3 8310 3 13450, Sunrise,Blyd., Suite 430 Sunrise,; FL 33323-,-,;i ■ HEl�'� EL�ERG �Ir�M.E, TGroup Tel: (954)' 858 0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited IHI �', { concrete for grout may cause skin injury. Avoid from delivering concrete except under the i i[ifli�� I«�� 6I 9 �l91i1 K, —,. contact with eyes where possible and wash truck's own power, and where site conditions ' r 1 3 �_, ijl 0 T' = exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately and repeatedly with water equipment. Drivers are not permitted to to the to beyond the C and get prompt medical add water mix nor go �' I R f i y 1? t. C 3) '.-I.Ji-�11..1"ii_.. f C! �°i...l-' A w_5 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of •r i' masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his r J L" tii : L li f �5D. particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line 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 S- 3 3 1 ,, 1-4 3ER/PURCHASER SAGENT P.O. NUMBER/ ORDERED BY ZONE H,El-i , 5G1 t ' PURCHASER/, — PURCHASER'S AGENT JOB NUMBER --' TIMETICKETED DATE TICKET SOLDTO DELIVER TO t7%}ONLY i+.Ai_L�-, I:(INCRE-fl_= a.J.� bi�:i):t;it^F;�ct�id=i�i� f LIQ111 F, Concrete Dis yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF li'`�r EXTENDED THISLOAD 44 ORDERED 1? DELIVERED -11 CODE T ! 7� MEASURE PRICE CE q m� 0 L,L�1Y VI PS { f L.13 1`1 1 i( i-.,5 I � A, tl 0 R f. yl - s _--- _ Truck # Plant # Slump Due at Job Use of Concrete C:ii ,-' S. II SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name TAR ❑ CONCRETE TESTED TOTAL Delivery Instructions Special Instructions CUSTOMER 1. W.ABRAIVTY: The materials soid1by Continental la Materials Inc. (hereinafter `Continental') are•warranter year from the date of delivery,to be free from defects in material. This warranty is exclusive and is in lies I other warranties (whether written, oral or implied), inclu ny warranty or merchantability or fitness f5r any particular purpose, Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent. or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is'paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability,'or other,tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including. but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages,.or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by ContiQental in connection with its sale to thle purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per. month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any.action between the Purchaser and Continental shall be Broward County. Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. if Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental deliveryticket. 10.M..I.Nt UM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.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.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms 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, ail of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term' or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. St. Lucie County - Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34952 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power' Rek-ase Date: \\I, Permit Number: \ `�-�.1_... � A� Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR TIDE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUa,;ST WE HERESY 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 pernnitted by cowitruction during this time period. 1 As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testiur have been fulfilled and the pre adse is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the T','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 fce of $100.00 will be required to bft the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LU(.,,IE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING .ANY DAMAGE WINCH MAX BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POW—XR IN THE EVENT OF VIOLATION OF THIS AGREEMENT. 4 1- OWNER SIGNATURE- i-- 'r!� DA - � \ � � r)-'. DATE SIGNATURE DATE tea, 11ta, Wks - � �p41y;k'.;, j.. Continental Florida Materials Inc. conliiiiiiinenT 1735027 13450 W. Sunrise Blvd., Suite 430 ' Sunrise, FL 333�3 ' HEID[(}}E AE6666NtrttTGroup Tel: (954) 858-0780 CAUTIONI I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited yL{B^999E9t��ppRG(n�CyyE11 concrete or grout may cause skin injury. Avoid with eyes where and wash from delivering concrete except under the truck's own and where site conditions NIN �4 contact possible power, I) U B ) d (S U1J l9�0� e 'exposed skin areas promptly with water. If any permit the safe and proper operation of his H' , �} cement mixtures -get into eyes, rinse immediately equipment. Drivers are not permitted to Z2 and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to gobeyond the curb line, except upon the authorization of I=i.)t p faAF 4ef F { j 1 1'•1)}'.',t'�{f 1 (�j.-1 ) j masonry units may'result in the release of dust the Purchaser/Purchaser's Agent and his damage. +3 i I particles which, without the use of proper eye or acceptance of risk for any loss or / r ati~l_E` ,� i�t1LJ respiratory -protection, could cause eye or nose I acknowledge that 1 have received and 38 it 6e.•— , irritation: The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida 1 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 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 6 4 3 S 1 PURCHASER/ r PURCHASER'S AGENT PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET 7 i Ora 1 1713 € il-;,'1t' G ✓�;}; SOLD TO DELIVER TO Jr 7?3c'4t- i:,4 f?Q��S�!ir�f P-if-`i:.l--a �",i�i'•iL';6i�.IC_' •.- a 1?''i!!':d11:�'[=.iti��,ii'.l�:1�1�1 f''!C'!F?'1'i-I - C� ' r Concrete Disposal: yds QUANTITY ' QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT Of UNIT EXTENDED r ' THIS LOAD ORDERED DELIVERED CODE MEASURE PRIG PRICE Truck # Plant # Slump Due at Job Use of Concrete Calcium -02 Air Entrain Super Plas. Drivers Name SUBTOTAL TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions ^____-, ,--.---_--_-- CIISTOMFR ✓ JI 1. WA-..RR_.-A..NTY: The materials sold by Continental l Materials Inc. (hereinafter "Continental") are warranted f tar from the date of dr;livery''b be fine jrom defects in material. This warranty is exclusive and is in lieu or all other warranties (whether written, oral or implied). inclu ]it,y ,,,y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to,discover any defects, talent or otherwise; and Continental will not be liable for and other damages including, but not Gmliod to incidental, indirect, consequential, special or delay damages, loss of profits, or any other darnages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless aril until any indebtedness to Continental is paid in full. 2. EXCLUSIVE R1=MEDY: 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 gny 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 tram Continental by purchaser and pu rhaser agr4s that Continental shall not be liable to purchaser for anyothei damages including, but not limited to, lost profits, lost :,cages, indirect, incidental, consequential, compensaton', 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 aft ley tees or costs incurred by the purchaser in connection with pursuing any c'aim; demand or cause of action against Continental for breach of any obligations under this agree: 4nt, breach of the express or implied warranties delineated above, negligence, strict liability or other fortious conduct committed by Continental in connection wil'n its sale to the purchaser's use of goods, materials or services sold by Continental. & 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 duo accounts will accrue interest at 1.5% per month. 4. DJLLECT)_0....N.COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental pt for to judgment, in obtaining judgmPrit, or appeal; for bankruptcy and for post -judgment collection Procedures. Venue of a)py action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX_COD_E1WATI.0N_.S..: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location fc- the readymix concrete. 6 DELIVERY SITE CON.D...ITjQ.N.S-: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such deliveiy 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 at, costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED_DELIVEl7Y SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage 4) products, property or for uns'c n,_d delivery tickets. & DELAYS: Continental shall not be liable for any delay in QeWiary or non -delivery resulting from any cause peyond its control including but not limited to plant a d delivery : quipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall ecce:pt such hart of the order as Continental is able to deliver and the Purchaser shall pay for the pad, &lIrvered pro rates at the same rates as the Aole of the order agreed to be sold and the name terrns of payment. _-- ' 9. QUANTITIES: This type an?Eivantity of -products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for curl pliance 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 Pt{rrhaser shall be liable to pay for the full quantify of products tilted on the Continental delivery ticket. ','I NL"; lllyt 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 t' chit charge will be allowed on pours exceeding ten yards. . i iNG 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 $1.50per min. VIRONMENTAI CHARGE: A $5.00 per load environmental charge will be assessed. - S'-'tGIFICATION: 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 MasorrA'i0onfinental 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 mishand'ad 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. 15:36FE [Y DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in iho absence of an express writing, to make any statement, including resincting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental, These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to irtdi stry 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 tern 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 contact 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: May 17, 2012 Re: 1112-0225 LotBlock: Address:. 112.Mediterranean N Project: The undersigned berehv certifies that insulation has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglas's Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value:. R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" IFiberglass Blankets Manufacturer: Owens Corning lRock 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: IRock Wool Density: X Fiberglass Blown. R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: lRock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have WWI been insulated with: JRock Wool Blan eItU Thickness in inches: 9 1/2" X Fiberglass Bl s Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor By: By: - 10-JUL-2012 03:56 FROM:SOUTH nVn412eik 12:40 i 7723446042 SLc Tn:4626443 I P.1/1 PAGE 01/01 Mt#: ]'here mwk lm a mil l� � Av du p+6talyd � by n� h�aw �v dllarydd pscl .Le 090be ott er sr+lral'bepotadlb AmAe d*kpdr WaWf9a owfhrMvpet= 6*p C sW pm* dk ~u &ad4d=*W&=4pa*Wam St Lt cm Coun* requires fear th ,,, �e-Tn �.Portrn�er fbr Fort Pkffc w, FL 34982 62-=72 ftX MA-467 TE OF TERHM tUCT=0N Solt TR PERMIT #:_l/rc.�� `jl 100 ADDRESS: BUILDEWCONTRAC rO : ii PEST CONTROL CQNTRACtOR: PEST CONTROL 110ENSE / We, tAa undetaigrmd, hereby oet�/ drat vo have preVeMed the abM subterranean to mfbn in samrdant' o wtth the standards of OR Natlo W Square feet if arse :.,.Lo§-o Chowcob wed: -„^ Percanrope of solurion:' b-,5, TOW galkm used: , mate of Tlmabn"t -7 i7 / rme of Tree Fwtln I ,.fib «Tft8b6ent WTreat - ,i* Treatment Wrout Sgmwm of lbaroli n��a► bssQ»k�7t air�8etr! �iw arf � otarr ar pve� THEW F NT otbed for t onwd adore. �&-A1 e V'Q - ,., . Ut 10 2012 rent alrtd Mlb n mustbe elt Ehle�iolb RNPOdbn NO JW aW a re* rbirrr* Abl PAK07ow of hlpw lowit Cv trA290 as "a►a b mmpbw rb ftUd OF aW&74UNrapylbrElk Two, ►tics and ►xrmib� afpr�r� to a.•WW Ths noft t bnoyafder, �e ssalar mcwat bwl r.re.....m.pr�oom, Aeftmntsw inspe Uon for GO, a Pm woont Stickw * be pbmd On 23-APR-2012 04: 37 FROM: SOUTH ` l" SST__. b1/b4I1b11 12:4e II[ ,�4 7723446042 SLC :aaaa443 P.1/1 PAGE 01l01 Ave Fort Pkro1 e Fl. 34902 772-"2-2172 Fax 77240 ATE OF TERMITE RUM- ON SOIL It PERMIT a—CbUV_ JOB ADDRI BUILDEPjCONTMCTOR: EI PEST CONTROL CONTRAC,MR: PFST CONTROL LICENSE D: , -�-7ry TMENT //e: 1) W4 /t/ Wa, the undeWgned, hereby mKify that wee have WWested the subterranean tormltes in aamrda i6s with tip sl2ndards of Me IV, square W if area treated:-�/ C hemIcals us Percm,fte of soltftn: Total gallam u I)m of Trea meat~ _ r 'r f Time of heal i=voting ' dab Treobne nt /_Re-TYeat; Ra TmMent R&Treat Fte Other Perlmeter _15, Tre nmt � R&Tmeat /Wft TheRv ntt be s a�an 0ed �di rep�kod treate►aax cry tl� �J/ � l"� �JJI� df �IQh' �jAR1C�P►� d' �I° �9 Zs� ► L��I ,SIC �Jl�fdJ�i��]f�IIR�J1i��l/ t�i1171i� "A0 pm*W lb iem" &OW affoyaaff are Am* new* /ua'v�clAZg d �'hwdlep�ereale rl�e p�tr)�It� eVat�sd I+x andar�atl�r�Dylt� C"Iftreaw�fU1l IilB dfdfa9 i diix6Y chef!! pr,►rtamndtzbnrgf tam prvl+pC�{+r be+e�rt1:.ifd'tCsn7�1�rA�l b�rr�'nratbAd 15r�atm�e► prew�, be d#*rto me Witt . St Ul clo Count? f"ukes far Rain Inspeoft" 1bt CO, a Fm described Ca'sb U0011 for Pest Control Asscdaticm d Final won eftrmhuftr 9XW and d* Mx", f #mmdbi wA iW the to Me," d I1:"ollwab7 D��p�r'r * Abs va wwbrmt , eAft Arta 8 usett jw e—vvYvl hoob7lWesw Mont', ON 15-FEB-2012 02:43 FROM:SOUTH r-nnST ti'L r W" f &rj.& r. L A. 4FJ f f L-tW& 'p Parr: 121-1- Q BUILDSVCONTRACrOR: PEST CONTROL CUNTMA PEST COKMOL LICENSE Wirt the ur4mWN4 hmW subftvormntumftm1na= 54umm W it arm tad; Daft orTred"Hift othar -PA-Thmt 7723446042 MJJ 1111mrTA.L FDA MUM VL 3490 62-n73 ftX �ATE OF TIERMrM 7W InMUCTION SMI 108 ADDPM: " 'that va hmm ptoftted ft I nc i yAth em sunarth of am NOM I I i tMM*395 twd: umWd TOW Pik" The of AUM 77W*xWAwmcaqpbWM recio9l.to ar Meg ARMU"b"domm ft rz - Imbffifpforto *Wbt*v 40. .% UNN cbefty 1"Ple hw Is P. 1/1 rRM CA f CA fW nWA=da�M t�WI54�1 nz ok Trawl lent impedion if- ar fiv M& ob" 1AW40 [W bro WrA*1P alAwrxOx pwmxdw oWAr p At% Me ZVMwt n MmmW ism hmpo*bs fW m 41 sio sockw to be ph"d on jLt R E C EE P%f FEB 1 F 2012 i i� I{I.:i�• ; is UD"mom few aman" ail wwi raj pow ftw MF41 W., MV44*wapwmmw uwm gLYaWtea4gpwaoWagAM ??s /--, vQRQpwr fig Al UOMR40AM Pa e to mm Win 1�AW�y�I�1 : lw �4pp mp =am "coop AVA*v- WWPWMPam'RJ musaitl A4>e 3-9 %poompwo um aoo�p' a0►I� aw*x jp dwq RD RTVO w P � wpvqdmrmq.WWAAW ww j AWA I wwwwip out, .- � s�odlrb 1�1 ,� O, MS1oq0044 40H M� Mp POW= SAN 2M Md :Ssgaaav sor UL NOU, 2"WH31:10 XM&4106kL xT� ;pel M Q !@CIE 1i VWJ GA* xv W sxpmm umAAmqns Ag404 VaftsWUP UP IM # 3SNM "MUMM lS3d LWN MM IOWMOO 1S3d :�o�o�l�3a�tne �f .uwa3d � ID M i T11 'gI*1J 7;9 �1�JCI.IT •1"IC .vn�s .. n� • i t s tetra .ten . w n T/T'd 2t+929bU-1 21709"2211 iSlo U-i HinoS:Woal 62:1;,0 2T02-89d-�Z DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Spanish Lakes Phase I Address: 112 Mediterranean North Project Number: PSL-09-3011 (BG 10.1) Permit No: SLC1112-0225 Date Tested: 1/26/2012 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 1/26/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No: Probe Depth (in) LaboratorysProctor w F>Ie1dTests s Maximum Dry Density (pcfl Optimum Moisture (%) Dry Density (pcf) Cone Resistance' (tsf) Moisture M Minimum Required M Percent Maximum Density (%) Test ResultsCompaction 1 12 107 12 108.9 --- 6.9 95 102 Pass 2 12 107 12 107.6 --- 6.5 95 101 Pass 3 12 107 12 107.4 --- 7.9 95 100 Pass Type of Field Density Test: r ASTM D 1556 ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: W AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: • Gauge No. 23333 Daily Standard Count: Density: 2540 Moisture: 639 ? No. , ' So><11'ype i. elevation > __... Test L' ocation 1121VIed><terranean East, Structural Fill j - , ...:«..,a....._�_ � .. .. 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) 2Z Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: f NGVD r M SL r Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (fiield)... (1) St. Lucie County Building Department ... (1) David . Youngstrom - Senior roject Manager Xiaoyan Zheng, P.E., PhD JAN 2 6 2012 FL Registration No. 68330 The original of this reportwas signed and sealed by the registered engineer in accordance with Rule 61 Gl 5-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.1) Progress Report PR 25 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1663 Fax: (772) 462-1578 Review Comments PROPERTY INFORMATION Address: 112 MEDITERRANEAN NORTH BLVD City / State / Zip: PORT ST LUCIE FL 34952 Parcel # : 3414-501-1701-000/9 Jurisdiction: St. Lucie County Zoning: RMH-5 Lot # : Block: APPLICATION INFORMATION Permit Number: 1112-0225 Activity Type: New Permit Type: Building Residential (SFR) CONTRACTOR INFORMATION Contractor Name: WYNNE, MATTHEW L Business Name: WYNNE DEVELOPMENT CORP Business Addr: 8000 S US 1 STE 402 City / State / Zir PORT ST LUCIE, FL 3495: REVIEWS AND COMMENTS Page 1 Owner(s): WYNNE BUILDING CORP Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-878-7656 Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Dawn Milone 12/21/2011 12/21/2011 1 Comments NEE© N,�' OTC•• Front Counter Review Complete Dawn Milone 12/21/2011 12/21/2011 To Be Reviewed by Zoning Complete 12/30/2011 12/30/2011 To Be Review by Plans Exan Complete Ken Arnold 01/04/2012 01/04/2012 Zoning Review Complete Irvie Saunders 12/30/2011 12/30/2011 JOSEPH E . SMITH, CLERK OF . � CIRCUIT COURT - SAINT LUCIE COUNTY - FILE # 3654859 OR BOOK 3:'. ',PAGE 876, Recorded 12/09/2011 at 11:Ct d AFTER RECORDINO-RMRN TO:, PERMIT NUMBER: I 'Plrie iiUxao ie rvdi•rvcU )nr rr; nrdi�4p inlp J L� f NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Flonda statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPFtiR (Legal description aztd street address) TAX FOLIO NUMBER:• 3 4 1 4 — S 01 —1 7 0 t — 0 0 0 9. Spanis SUBDIVISION BL,OCTC TRACT LOT BLDG UNIT R-naP 40F. s 1�� Section 26 Township 6 - 2. GENERAL DESCRIPTION OF IMPROVEMENT: sin le family residence 3. OWNER INFORMATION: a. Namt b.Address 8000 S US1, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402 FSL, FL 34952 772—UR-951.3 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(s) 7., Florida Statutes: 201-8418 NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL. 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ; 20_ Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of St- Lurie - EG 20 The foregoing instrument was acknowledged before me this L—day of B Matthew Lyle Wynne ,as l%/GE' <,eEnfT y (Type of authority ... e.g: Owner, officer, trustee, attorney to fact) (Name of person) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known �or produced the following type of ID: b, DOROTHY ANN HAMER Notary Public - State of Florida ��}FWLK My Comm. Expires Oct 2, 2012 of Not Public) (Sol �SW Commission N 00 827096 (Printed Name of Notary Public) (Signature ,,�y,`„�� Bonded Through National Notary Assn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true o e es ROttd�•e+rd—�' belief (section 92.525, Florida Statutes). ._ Signature(s) of O r(s) or Own Authorized Ofricer/Director/Partner/Manager who signed above: By: By Ft— 0M0/20070c inr) ArE Of FLOi^lD4 Pie 1`! C6,0"!TY Dare. 09/02/2011 16:05 77246211_a-R-,, Planning a& Development Scrvi"s 13011ding & Code Regulation Divb1on 2M Vlrgini4 Avenuc Fort Pierce, FL 34982 Phn w (772) 462-2t72 Fax: (772) 462-b443 ST LUCIE COUNTY INSPECTION CARD Online address: httP:/Avm,sUucieco.org/plarining/Parmitting.htm Quick Links Permit Status Lookup Online Building Inspection System Permit #: SLC- 1109-0023 Confirmation #: m Issued: 09/02/2011 Job Location: 112 N MEDITERRANEm BLVD Jurisdiction: St. Lude County Subdiv: St Lucie Gardens S/D Flood: X Elev: Flood Map: Setbacks Lek- Right: Job Description: MOBILE HOME DEMOLITION Type: Demolition City: PORT ST LUQE Parcel: 3414-501-1701-000/9 Lot: Block: Front: PAGE 03/03 Status ISS Rear: Contractor WYNNE, MATTHEW L WYNNE DEVELOPMENT CORP (772) 878-5513 8000 S US 1 STE 402 PORT ST LUCIE, FL 34952 Property Owner WYNNE BUILDING CORP (772) 878-5513 12804 SW 122ND AVE.. MIAiMI, FL 33186-6203 SUB -PERMITS Permit Status PT Cart # DBA Owner 1 Builder Job Description Inspection Notes: For the automated inspection system call (772)462-1251. To schedule an inspection online go to http://airs-slcfl-vetrcl.cOM/AIRSweb.php. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9.00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance, please Contact the Building Department at (772) 462-2172. Perm -it # _ Twm Code De eriptlon Eftft Date Schad. Res Eloscriotlon Inspector DaM Insw 1109-0023 999 Final Inspection 1 Permit Nu� 1109-0023 - 5edon No. I -�. DESCRIPTION -2- IJUILUING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Tabl,� 'D1.2(1) unless Weathering area ' L re noted otherwise) Frost line depth ✓/f1 Floor live load (Table R301.5) L� 5 psF Termite area Roof live load (Table R301.6) 3-7 psF Decay area A` r is Ground snow load / / f .a psf Winter design temperature �' 2 Basic wind speed % !� o mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301.2.1.1) I / ":f_ S Seismic design category (SDC) [Figure R301.2(2)] yV 7 SDC C&D provisions (R301.2.2) /N �f} Ice barrier underlayment required %y //— Flood hazards v,., 1,4 - EXTERIOR WALL �LOCATION less ATION (R302) �. than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS R3u3 throu n rt quo 'n' Etna' -------•----- Natural ventilation" -- Area Use ft2 Width callingceilinglight Living 120 7'-0" T-0"- 5'-0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7�4" 7'-0" 5'_0" 8% floor area 4% floor area Batfiroom N.A. N.A 7'-0" 5'-0"t 3 square feet 11/2 square feet . 'See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-A" min. over plumbing rMures. Required heating (R303.8) SANITI}TION (R306 and R307) Water closet Lavatory Tub orshower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) ( 1-51 Identification (R308.1) /f./ 0 Louvered windows or jalousies (R306.2) 17Y Human impact Toa-slfid-aT ous-locatiul't' (R308.3/R308.4) (✓ Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) V-11" No opening between garage and sleeping room (R309. i) Opening protection (garage to residence); 13/a" solid. wood doors, 20-minute fire -rated doors (R309.1) M Penetrations (R309,1.1, R309.1.2) Garage -dwelling separation;'12"gypsum board on garage side, except %,, Type X re- quired below habitable rooms (R309.2) -3- v Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) A 44 Window wells (R3t0.2) %vr'ri Exit balconies (R311.2.1) Y Exit access or hallway ? 3' (R311.3) ✓ 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"-11l;' nosing; minimum headroom = 6'8" (R31f,5J /VIA Landings for stairways; minimum dimension 36" (R311.5.4) IVI P Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 3' x 3' (R311.6.2) I/J Ramp handrails; one required if slope > 1:12 (R311, 6.3) Under stair protection .1.2.2) Handrails; required on side of stair, hand- rail height = 34" to 38 Type I or Type II grip (R31l. 5, 6 - R311. 5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor su'6ces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-familye -"`Igs:1-hour fire -resistance rating (R31 T Supporting construction (13317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) r Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R3M.2) Required (R31d.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) t nLnc r,r-- ro,�ni ✓ Protec[ion required (Table R301.2(i), R319.1, / 41 5-'-o - Labeling (R314.2) !-1 %'1 Surface burning, thermal barrier, specific ap- . proval (R314.3 - R3M.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) !/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R3f6.4) l el'J-10 Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) .) Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322. f) ELEVATORS/PLATFORM LIFTS (R323) lit/ (A Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) 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) Ll Concrete, compressive strength (R402.2) FOt]TI(CGS-(RR�03)--------•--------------- -- Soil bearing value (R401.4, R403.1) dth �ooting wi (see 5 page ) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but :� footing thick- ness (R403.1.1) AIM 0 Sill plate bolting in concretelmasonry ='/2" di- ameter bolts or as required for unbalanced rill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table ,/ ` 5 / Footings adjacent to slopes (R403.1.7) . /A,l Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)J Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) Mason and concrete foundation walls (R404.1,1, R404.1.2) /q/0-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 WIDTH OF CONCRETE OR MASONRY FQOTING5 inches " 1.--- LOAD -BEARING VALUE OF SOIL 2,000 j 3,000 >_ 4 000 conventional li ht—frame construction 1-story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 4-rneh brick veneer over fight frame or 9-inch hallow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 18 12 o-Inch solid or fully 1-star 2-5tor 3-story grouled masonry 16 29 42 12 ; 12 21 14 32 21 12 12 16 For sl: 1 inch = 25.4 mm,1 pound per square foul = 0.0479 kPa ;n,.... f c r, —HIH ic 17 inrhPs a sinale wvlhe of solid or Fully grouted 12—inch nominal concrete masonry units is permilled. FOUNDATION WALLS (cont'd.) COLUMNS (R407j Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal. wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 R404.1.1(5)] '�� Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408.1 and 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) Unvented crawl space (R408.3) Access (R408.4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) ` If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) 11 WOOD JOISTS AND GIRDERS (R502) Bearing 1-b" mini f; �`o masonry or concrete) and lapped joists (T) Species and grade (P502.1) (R502.6, R502.6.1) Joists — Sleeping areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7.1) Joists — Nonsleeping areas, LL = 40 psf / Drilling and notching (R502.8) — [Table R502.3.1(2)] —" Cantilevered joists (Tables R502.3.3(1) and _ Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header spans for exterior Wood trusses (13502.11) — bearing walls [Table R5025(1)] — Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- �. Allowable span (Table Rr1) End joints (R503.1.1) Cold -formed s'. applicability limits; in -line framing (R505 WOOD STRUCTURAL PANEL SHEATHING (R503.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) . Thickness (R503.2.1) fv__L---- Allowable spans [Tables R503.2.1.1(1) and R503.2.1,1(2)) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) r 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) i Moisture barrier: placed over base course (R504.2.2) _. Materials (R504.3) Structural framing (R505.2) Fastening (R505.2.4) Floor construction (R505.3) C?N��%%XTE FLOORS (ON GROUND) (11506) Thickness: 31/Z" minimum; Concrete strength _,-(R506.1) fill = ga; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum . �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE�RALf601) `� esign (R601.2) Component and cladding wind loads [Table sin Windoo ws in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) JL 6� Construction [Figures R602.3(1) and R602.3(2)] Fireblocking (R602.8) Cripple walls (R602.9) _ Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602,10.1) f f Wall bracing length (R602.10.4) /�, (4" SDC D (R602.10.9, R602.10.If and R602.If) STEEL WALL FRAMING (R603) -------------General-fF26[�3:1- �"'� Exterior walls (R602.3) Structural framing (R603.2) —�_ Stud spacing (R602.3.1) Material (R603.2.1) " 1� A Interior load -bearing walls (R602.4) �� Identification (R603.2.2) Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers [Tables R502.5(i), R502.5(2), R602.7.2 and Figure R602.7.21 Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) v7nGnI I III Nv ki %u -T , I-) INSULATING UUiv��"' ul.,., _ Wood structural panels I, IJ CONSTRUCTION (R611) - f71 ' -�--- Particleboard (R605) General desigr 11.1 and R6i1.2) Type of ICF wall design (R611.3 - R61l-5) MASONRY CONSTRUCTION (R606 - R610) I 6 V Construction requirements (R61.1.7- R611.9) General design (R60 ) C ONZ ENTIONAL CONCRETE WALL CONSTRUCTION SDC C and D (R606.12) Unit masonry (R607) ❑esign basis (R612.1) A/ %- Multiple wythe masonry (R608) WINDOWS & DOORS (R613) V Grouted masonry (R609) � �' �� General; window sills; performance; testing Glass unit masonry (R610) and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (11702) Wood shakes and shingles (R703.5) Plaster material (R702.2)-- f taster support (R702.2.1) Stone & masonry veneer (R703.7 & Frgure ' R7031; Sleel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each end (R703.7.3) Al � '. Gypsum board support, application and fas- � '� Veneer ties: #g U.S, gage wire or#22 U.S. tening ,(R702.3.2 - R702.3.8) gage by 718" corrugated metal; 24" o.c. maxi- mum honzontal spacing; 2.67 square feet Ceramic the (R702.4) maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) ;( Other finishes (R702.5 and R702.6J (R703.7.4.1) EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2)IV�Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) /L/ 0 Lateral support and bridging (R802.8) GENERAL (R801) design (R801.2 and R801.3) �- / Framing of openings (R802.9) omponent and cladding 'n wind loads ITable -- Wood trusses (R602. L.A. C R301.2(2)] Roof tie -down (R802.' 1. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] ROOF FRAMING (R802) B0�" ��' Fire -retardant -treated wood (R802.1.4 i ou a is storages=l�sf l�= Framing details (R802. "4.1 ______ With attic storage LL = 20psf /V (r' .Rafter fie (4' o.c.) (R802.3.1) � r Spacing Species Collar ties (4' o.c., in upper third of attic) (R802.3.1) Grade Purlins (2" x 4" at 4' o.c. minimum) D1.�_3� Span (Figure p �, 3.1 Size f f � Bearing (R802.• _4:4 e s� Cutting and notching (R802 : Z. 6 Engineered wood products (R802- 1, 6 .� -7- STEEL ROOF FRAMINC 14) � RAFTERS [rabies R802.5.1(1)- IIr�,5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustment factor G de Thickness TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] /'"'5� Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) dertification (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, R806.2, ATTIC AC S (R807) Access requirements (807,1) Y03.2.2 INSULATION CLEARANCE (R808) % A4._ Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS fR904) ��Gompalibility; specifications; physical _..__ ___._charactedsfhi%, dentifi_ca1ion.(R904.1-_ R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) J1114 Wood shingles (R905.7) r 04' Woodshakes (R905.8) �al It-up roofs (R905.9) roof panels (R905.10) 111f,,4 Modified bitumen roofing (R905.11) 12-1 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply. roofing (R905.13) /_� f{- Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) VR„OOOF' I. LATION (R906) / " General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907J) Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5)114— Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) I 1 Spark arrestors (I l•9.1J Construction (Figure R1001.1 and Table Wall thickness; >_4`(K1003.10) (R1003,11 and R1001.1) Flue lining - material/installation SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and ,,. Flue area (appliance) (Ri003.f4) R1001.6) Flue area ( masonry fireplace) (R1003.15) Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (Ri001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (Rf003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) r'hirnnev crickets (R1003 20J _ Mantel and trim (Rf 001.11) FACTORY -BUILT FIREPLACES (R1004) -- Fireblocking (R1001.12) Labeled and listed (R1004.1) MASONRY CHIMNEYS (R1003) 7 — Installation (R1004.2) Construction (Table R1001.1, R1003.2, FACTORY -BUILT CHIMNEYS (131005) R1003.3, and Figure R1001.1) Listed and labeled (R1005.1) ,\ Corbeling (R1003.5) l� Installation (R1005.3 and R1005.4) $ Changes in dimension (R1003.6) load (R1003.8) EXTERIOR AIR SUPPLY (R1006) _Additional —Termination (R1003,9) � � Intake size (R1006.2) ENERGY EFFICIENCY* Chapter 11) Compliance; material and equipment —/— (N110 f .2, N1101.3) e' Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12.23) j Appliance labeling (M130Z M1303) S .P Appliance access (M1305, U1401) I AA pliance installation (M1307) c/ Heating and cooling equipment; heating /.and cooling load calculations (Chapter 14) �/ Exhaust systems (Chapter 15) Quct systems (Chapterl6) 7' 1 Combustion air (Chapter 17) Building envelope (N1102) Mechanical systems (N1103) N_ Chimney and vent location and terminations (Chapter 10 and Chapter 18) /V pecial fuel -burning equipment (Chapter is) �EBollerslwater heaters (Chapter 20) Hydronic piping (Chapter 21) /'t/ Special piping and storage systems (Chapter 22J Solarsystems (Chapter23) Penetrations of fire -resistance rated assem- blies (R317.3) in Application (G2401,1) General regulations (Gr-r,,' Pipe sizing (C - ---1) Piping materiars t v2414) Appliance location (G2406) Air requirements (G2407) ff' .Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) ^) /" _Water service location and depth (1326 33, Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections ((32420, G2421 and G2422) Venting (G2425 - G2428) MISC appliances (G2423, G2429 - G2453) Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riserdi- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1) /V Sumps and ejectors (P3007) w_ Listed plastic materials (P2608) _ Backwater valves (P3008) r" Plumbing fixtures (Chapter 27) 1/ Fixture traps (P3201) C"/ Water heater size and location (Chapter 28) N i >A Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL, (Chapters 33-42) 414. Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) `' ,f Listed and labeled materials (E3303) vu s firing methods (Chapter 37) ( Service equipment and location (E3501, Required lighting and receptacle outlets -3506) (E3801, E3603) t/ Service size and load calculations (E3502) k -/"' Devices and lighting fixtures (Chapfer39) Available fault current (E3506) l "i Appliance installation (Chapter40) "System grounding (E3507). /VIA Swimming pools (Chapter.41) -- — E� � = Class2 remote -control. signaling and power-lim- G Required branch cl�calts-(E3603)-- — -- — -- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified , RADON CONTROL MEASURES (Appendix F) JV_114Provisions adopted (R102.5)� Compliance with Appendix F verified -10- Provisions adopted (R'/^' xq Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisior adopted (R102.5) Compliance with Appendi f l verified PRIVATE SEWAGE DISPOSAL (A ndi P ovfsion adopted ( 5) C iance w' Appe ix erified EX TI G BUILDINGS AND STR, TURES (A�Pendix J) • nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- E St: —'ucie County Building -& Zonil.:,- M 2300 Virginia Ave .`(pR�• Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldina Corporation will be using the following sub -contractors for the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER'0009416 Plumbing Lind uist - Plumbino & Supply Co. 19150 CFC057672 IIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 266n7 waternroofina. LLC CCC1329592 Gas PERMIT I I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: CQ0 4�,4 State of Florida Certification Number (If applicable): E9 did n C% 16 �- W E �e GF-Y ►ACC ►'1C , have agreed to be the (Company Name/Individual Name) e le C f ri ca 1 sub -contractor for W ✓1 V D P CO(P - (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 SIGNATURE PRINT NAME DATE Business Name: -5 `¢ L) (1 i Y: C.i 10 c , Address: City/State/Zip: Phone: -7 7,2 g241— & J66 email: OFFTC F, TT.qF ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at \\�_ �- � \�� (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 e,,4r IGNATURE Business Name: Address: City/State/Zip: Phone: Robert A. Case PRINT NAME Lindquist Plumbing & Supply Co. 3231 Oleander Ave. Fort Pierce, FL 34982 772-461-1969 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE J G ST. LUCIE COUNTY PUBLIC WORKS . F . . BUILDING & ZONING DEPARTMENT �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: A 2 R 8 State of Florida Certification Number (if applicable): C A C n 2 4 3 7 9 Comfort Control of St Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at 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 I; E UIRED Barry S Q!� PRINT NAME Zimmerman a\:1AXk - DATE Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 r;01 Ri 1 i mnrP Ri-rPP�! City/State/Zip: P., r+ S f T u r i P, PT 34983 Phone: ( 7 7 2) 7 8 5— 9 0 1 (l email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT oRtioP 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 & Waterproofing, LLC have agreed to be the (Company Name/Individual Name) Roof; ng sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at a (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATIMES ARE REQUIRED 744 Andrew Kriska VAI�`. IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE Pal 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: w'Ax"Q I& \� it of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Lega] description/Address) for which I have applied to St. Lucie County for a Final Development Perm.i.t. In accepting this Final Development Permit, BP Number , I acknowledge that as owrle:r 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 .i.n 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 Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED EEFORE ME THIS _ DAY OF I)FC-61713&X , 20-U By Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME ORWNIOHAS PRODUCED ' r AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY S NOTARY PUBLIC TITLE M nY p SON NII1��THY ANN HAFNER u;`c' Notary Public - State of Florida • _ My Comm. Expires Oct 2, 2012 %�' "oe Commission # DD 827096 %eO Bonded Through National Notary Assn. SPANISH LAKES LAYO OVED k �| � \ \� � � � [: . j�� . 11 ".f • FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A r n r r7 Project Name: Builder Name: WAYNNE Street: V1 *"J- Permit Office: City, State, Zip: FORT PIERCE , FL , 34 83 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft' b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft' b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 1 hereby certify that the plans and specifications covered by Review of the plans and 01 V JE Sx'4? this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARE Y: —_ DATE: SM%Akkk Before construction is completed this building will be inspected for 0 1 Tr'j "� compliance with Section 553.908 * I hereby certify that this building, a ' ned, ' in compliance Florida Statutes. COD with the Florida Energy C`o�i�e� WE OWNER/AGENT: — BUILDING OFFICIAL: DATE: DATE: . 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5' r 14 • PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address 'Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range — FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck Color Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing R-Value Area R-Value Framing Solar — Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 / - DOORS # Ornt Door Type _ Storms U-Value Area ' 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening N Metal Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 1 N Metal Single (Tinted) No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in HERS 2006 None 2 E Metal Single (Tinted) No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 3 S Metal Single (Tinted) No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 W Metal Single (Tinted) No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 5 6 W Metal Single (Tinted) No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None INFILTRATION & VENTING ---- Forced Ventilation -- Run Time Fan / SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts V Method Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt _ Conservation 0.9 40 gal 50 gal 120 deg None 1 Electric SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert # Company Name System Model # Collector Model # Area Volume FEF —_ ft2 None None 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 / DUCTS -- - Supply ---- - - Return ---- Air Percent Iv # Location R-Value Area - Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 75 ftz Attic 15 ftz Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan ]] Feb Mar ] APr A jXXj May Ma [X] X Jun Jun Jul Jul rXXI Augg Au JXXJ [X] SeP X Se [X] X Oct Oct �XXJ Nov Nov JXXJ Dec Dec Heating JXJXJan X Jan jxx) Feb X Feb rx]] ] Mar Mar r l] rxApr X Ma X Jun Jul X Au X Se X Oct X Nov X Dec Venting Thermostat Schedule: HERS 2006 Reference Hours 8 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 Cooling (WD) AM 80 78 78 78 78 78 78 78 78 78 80 78 Cooling (WEH) PM AM 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 8 78 78 78 Heating (WD) PM PM 78 66 66 68 66 68 66 68 66 68 68 68 68 68 68 68 8 68 68 66 68 66 Heating (WEH) AM 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 68 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 / FORM 1100A-08 Code Compliance Cheklist RacirlPntial Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 IAdIC+C e1UCr`LCI 1CT SECTION REQUIREMENTS FOR EACH PRACTICE CHECK COMPONENTS Exterior Windows & Doors N1106.AB.1.1 Maximum 3 cfm/sq ft window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-storyHouses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. •ir ucwBl I�Ce /.....cam♦ do mn4 nr nvronrinrl hV all residences.) V I r1GIx — - CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. — - Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 / ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 2. Single family or multiple family Single-family b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 6. Conditioned floor area (ft2) 1451 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 11. Ducts SHGC: Tinted, default a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 SHGC: d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None I certify that this home has complied with the FI Construction through the above energy sav' f in this home before final insp I th ise, based on installed Code mpli fe des. Builder Signature: Address of New Home: nergy Efficiency Code for Building which will be installed (or exceeded) EPL Display Card will be completed Date: v A k \,A �k City/FL Zip. Pstat �p4jgB ST,gpA0 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 in Job: wri htsoft® Project Summary Date: APRIL 28, 2010 9 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST, LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: v4�-C4_.<\'NNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter. Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area "' 1452 1452 Volume �ft3) 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Trade Model ARI ref no. Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily.range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total Load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Carrier Make Carrier BASE 13 PURON HP Trade BASE 13 PURON HP 25HBB330 Cond 25HBB330 3252981 Coil FX4CNF030 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat ARI ref no. 3252981 8.2 HSPF Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh 30000 Btuh @ 47°F Latent cooling 9000 Btuh 27 OF Total cooling 30000 Btuh 1000 cfm Actual air flow 1000 cfm 0.049 cfm/Btuh Air flow factor 0.046 cfm/Btuh 0 in H2O Static_pressure 0 in H2O oadis ne siblefieat�r� 0.81 Printout certified by ACCA to meet all requirements of Manual J th Ed. ,� -i'd- wrigF�tsoft' Right -Suite® Universal 7.1.16 RSU05864 , CCA EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E 2010-May-05 20:35:12 Page 1 -P�wrightsoft® Date: Short Form D - e: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic. corn Project • • For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design 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 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 c� nnc 400 Ar 1A IVIHJItK LAV UU JGJ —1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsc ft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC(;k E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 - RSM 21141 Latent cooling 5144 TOT AL5 i-ra 1 L 1 JU I «+�� Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Q►- 41- wrightsoft` Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -+- wrightsoft* Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE RII TMCIRE ST PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 6.0 ft 2 Exposed wall p 151.5 ft 8.7 ft p 8.0 ft heat/cool 3 Ceiling height 6.0 x 10.0 ft 4 Room dimensions 1451.3 ftz 60.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ftz °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \t12C-0sw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 0 0 0 G 1A-r1ob 1.080 n 30.24 23.54 40 0 107 1197 273 932 234 0 48 27 69 59 IW- 12CL-0sw 1A-r1ob 0.091 1.080 a a 2.55 30.24 2.18 26.27 148 20 18 605 525 0 0 0 0 11 D 11,10 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 0 12C-0sw 0.091 s 2.65 2.18 301 295 752 644 0 0 0 0 0 0 0 WJ I--G 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 12C-0sw 0.091 w 2.55 2.18, 315 246 627 537 0 0 0 0 IW c; 1A-r1omd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 Ij�- 1 D-c2ow 0.570 w 15.96 59.58 30 2 188 479 510 1788 160 0 80 0 80 217 68 P L-D 1213-0bw DO 0.097 0.390 - n 2.72 10.92 0.85 11.31 204 16 16 177 184 0 0 0 0 11 166-30ad 0.032 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 0 29 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 0 Appliances @ 1200 3 1 3600 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 17945 18521 1027 621 14 15 Subtotal Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 10001 10001 1 1 561 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrigr,tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010 May-May20:35:12 A Fffk E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 wrightsoft Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 9.8 ft heat/cool 6.5 ft 8.0 ft heat/cool 3 4 Ceiling height Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 ft� Ty Construction U-value Or HTM Area M Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 W 12C-0sw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 0 0 0 L G 1A-rlob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W I_ 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 52 52 132 114 1RJ 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0- 0 L--G 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 0 W W 13A-5ocs 12C-0sw 0.125 0.091 s w 3.50 2.55 2.22 2.18 0 196 0 157 400 343 0 0. 0; 0 1A-r1omd 1.270 w 35.66 26.39 39 39 1387 1029 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 56 0 40 0 108 0 34 PI 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 16 16 177 184 - L----D 11 DO 0.390 n 10.92 11.31 0 C 16B-30ad 0.032 0.90 1.68 509 509 456 855 46 46 41 76 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 46 0 7 0 247 0 F 22A-tph 1.358 38.02 0.00 509 47 1768 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 115 0 32 0 b) Room ventilation 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 1 0 Appliances @ 1200 0 11200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 6780 0 6224 821 1634 14 15 Subtotal Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 13731 3261 1 145 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. }+- w.:gr,tsorc- Right-Sufte® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsoft• Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. cc RII TMORE CT PORT ST. Ll1CIE. FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontroiofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN KITCHEN MS BATH 1 Room name 0 ft 7.5 ft 2 Exposed wall 8.0 ft heat/cool 8.0 ft heat/cool 3 Ceiling height 1.0 x 150.0 ft 7.0 x 7.5 ft 4 Room dimensions 150.0 ft' 52.5 z 5 Room area 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 W 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 0 0 0 _G IA-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0 0 0 WI 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 - EJI--t; O 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 0 0 11 11,10 0.600 a 16.80 17.40 0 0 0 0 0 0 60 54 138 118 \tiV 12C-Osw 0.091 s 2.55 2.18 0 0 0 6 6 213 158 l G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 IjIA-rlomd 1 D-c2ow 0.570 0.097 w 15.96 2.72 59.58 0.85 0 68 0 68 0 185 58 0 0 0 0 ll-D 1213_0bw 11DO 0.390 - n 10.92 11.31 0 0 0 0 0 0 0 0 168-30ad 0.032 0.90 1.68 150 150 134 252 53 53 47 0 88 0 C C 16C-19a( 0.049 1.37 2.08 0 0 0 0 0 0 53 0 8 285 0 F 22A-tph 1.358 38.02 0.00 150 0 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 0 36 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 2 2400 0 1 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load 395 1 3487 1011 577 Air required (cfm) I 191 1601 150 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +<� wrigr.csorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC"' E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 -F}+- wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 8.0 ft heat/cool 39.5 ft 8.5 ft heat/cool 3 Ceiling height 7.0 x 10.0 ft 14.0 x 18.0 ft 4 Room dimensions 70.0 ft2 252.0 ft2 5 Roam area Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 W 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 0 139 0 L -G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 01 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 153 153 390 334 V,V 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 I---G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 119 89 227 194 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 1A-r1omd 1.270 w 35.56 26:39 0 0 0 0 0 30 2 479' 1788 1 D-c2cw 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 i-D 11D0 0.390 n 10.92 11.31 0 168-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 C C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 252 0 40 0 1502 0 0 F 22A4ph 1.358 38.02 0.00 70 0 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 0 204 0 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 0 Appliances @ 1200 0 01 0 1 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 63 117 3731 4701 14 15 Subtotal Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 4 157 7 4186 205 5360 247 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC�`C. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 �wrightsoft• Ri ht-J® Worksheet Job: Entire House Date: APRIL 28, zoo By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. ian, QO en TKAORE ST PORT ST I uCIF_ FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsla.com 1 Room name HALL 0 ft BATH 5.0 ft 2 Exposed wall 8.0 ft heat/cool B.0 ft heat/cool 3 Ceiling height 3.5 x 5.0 ft 9.0 x 5.0 ft 4 Room dimensions 17.5 ft' 45.0 ft' 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft� (ft) Load (Btuh) number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cocl Gross N/P/S Heat Cool 6 WI 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 0 40 0 102 0 87 0 L-G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 0 WI 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 - LID LID 1 A-rl ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 0 11 11.0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 0 VU 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 L-G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 1A-r1omd 1.270 w 35.56, 26.39 0 0 0 0 0 0 0 0 Ijt--v 1Dc2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 '0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 L-D 11D0 0.390 0.032 n 10.92 0.90 11.31 1.68 0 18 0 18 0 16 29 45 45 40 76 C C 16B-30ad 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0:00 18 0 0 0 45 5 190 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 0 24 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 01 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 16 29 421 187 14 15 Subtotal Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 39 1 1 521 26 250 12 Air required (cfm) I 1 1 2 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r}f- wr:yr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .415Z5k E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Caic = MJ8 Orientation = E Page 5 + wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. lrc4 CC 011 TNICRE ST PORT ST I HrIF. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN BDRM 2 MASTER LAV 1 Room name 32.5 ft 8.0 ft 2 Exposed wall 8.0 ft heat/cool 8.0 ft heat/cool 3 Ceiling height 12.5 x 15.5 ft 7.0 x 8.0 ft 4 Room dimensions 193.8 ft' 56.0 ft2 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft? °F) (Btuh/ft� I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,V 12C-Osw 0.091 n 2.55 2.18 124 124 316 271 0 0 0 0 0 0 0 0 - tG IA-rlob 1.080 0.091 n a 30.24 2.55 23.54 2.18 0 100 0 80 0' 204 0 175 0 0 0 0 12C-Osw 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 0 0 0 VV 12C-Osw 0.091 s 2.55 2.18 36 36 92, 79 0 0 0 0 0 I--G 1A-r1om 1.270 s 35.56 26.39 0 0 0 0' 0 01 0 64 64 224 142 W 13A-5ocs 0.125 s 3.50 2.22 2.18 0 0 0 0 0 0 0 0 0 IWI ^ I--� 12C-Osw 0.091 w 2.55 0 0 0 0. 0 0 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 1 1 D-c2ow 0.570 w 15.96 59.68 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1e68 194 194 174 326 0 56 56 77 117 C 16C-19al 0.049 1.358 1.37 38.02 2.08 0.00 0 194 0 33 0 1236 0 56 8 304 0 F 22A-tph 6 c) AED excursion 45 1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 0 39 0 b) Room ventilation 1 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0 Appliances @ 1200 0 0 0 1 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 3203 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 Total room load 3594 1799 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wrigr�tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC^`G: E:IWrightsoft HVAC1Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 M. Imo. )� @ Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek" " "7''171NER Tv AERFRRM." �\�. ;�1♦ \Jl.� `��`�e�� RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc.. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. . With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# ITruss Name Date No. I Seal# ITruss Name Date 17/26/011 1 IT4134019 JA5 . 7/26/011 18 1 T4134036 .1 KJ8 2 IT4134020 JA6 7/26/011 I I I I I I I I I NL E I I I I 13 I T4134021 I A7 17/26/011 14 I T4134022 I A8 17/26/011 15 I T4134023 I A9 17/26/011 16 IT4134024 IA 17/26/011 17 IT4134025 IGRA I7/26/011 18 IT4134026 IGRB I7/26/011 19 I T4134027 I J1 7/26/011 110 I T4134028 I J2 17/26/011 I11 IT4134029 I J3 17/26/011 112 I T4134030 I J4 17/26/011 13 IT4134031 JJ5 7/26/011 14 I T4134032 I J6 17/26/011 115 I T4134033 I J7 17/26/011 116 IT4134034 I J8 17/26/011 117 I T4134035 I KJ7 17/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. I. R�`Iffi ,'01111111111$1 601 N VF ��.,� ` c• 68182 STATE OF0. 10 N A, FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Grand Carlton 9' Parch T4134019 M11311 A5 SPECIAL 9 1 Job Reference (optional Chambers Truss Inc., Fart Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page 1 •s1-0-A10.6-4 i 17-0.0 20-0-8 26-4-0 i 34-0-0 3TS0� ' o 7-8-5 2-9-15 6-512 3-4.8 5-11-8 7-B•0 - Scale=1:61.3 4.00 12 5x8M1120= ' ' 6 2x3 M1120 it 2x3 MII20 II 3x6 M1120 % 7 3x6 M1120 2x3 M1120 :zz 4 5 8 3x4 M1120 _ 3 9 14 1 2 10 11 N 7x10 MII20 = 15 d 1 CS6 3x10 M1120 % 13 12 3x6 M1120 5x10 M112o = 2x3 M1120 II 2.o0 12 10-6-4 20.4.8 26.4-0 _ _ 3_4-0-0 10-6-4 9.10.4 S•11-8 7-8-0 Plate Offsets Y : 2:0-3-11 0-1-810:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 cc pudins. 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 midpt 6-14 6-14: 2 X 4 SYP M 30 iTek recommends that Stabilizers and required cross bracing be stalled during truss erection, in accordance with Stabilizer installation guide. REACTIONS (Ib/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz 2=153(LC 6) Max Uplift2=-858(LC 3), 10=858(LC 4) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5575/3114, 3-5=5238/2804, 5-6=5243/2908, 6-7=-2471/1445, 7-9=2520/1368, 9-10=3169/1750 BOT CHORD 2-14=2965/5275, 13-14=-1013/2184, 12-13=1531/2933, 10-12=1531/2933 WEBS 3-14=299/395, 5-14=222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=664/551, 9-12=0/252 NOTES +�+I11I11IIjllp�° 1) Unbalanced roof live loads have been considered for this design. `%N� t V 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 �� C ° DOL=1.33 DOL=1.33 e plate grip .. ,0 •. •'. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .' i 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 1 N 68182 •• 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill, uplift at joint(s) except 01=1b) 2=858, y s 10=858. ''. 53 '. T O F :• • LOADCASE(S) Standard i� • �` P,• ti C? o lill++T` FL Cert. 6634 July 26,201 Dk WARMM-V.4hdesignparametersand PMDNOTES ON TWSAMWCLVDEDJ4 =REFERF-NCE PAGE MII-7473rev. 10-VSDEFORS USE, F 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 poromentess and proper Incorporation of component isresponsiblity of building designer- not truss designer. Bracing shown � Is for lateral su port of individual web members only. Additional temporary bracing to insure stabTty.during A construction Is the responsibalty of the iTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Po„iq,o p<grepK• fabrication. quality control, storage, derwery, erection and bracing, consult ANSI/fPII Quality Criteria, DSB-69 and SCSI Building Component 69D4 Parke East Blvd. Safety Inforrnatlon available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33610411 Job Truss Truss Type Oty Ply Grand Canton 9' Porch T4134020 M11311 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc, Fort Pierce FI. 34982 ,1-0-0 B-11-11 1F-n_0 1s-0-o P0-4-9 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1 z6-4-0 34-0-0 3&0� i 1-0-0 8-11-11 6.0.6 4-0-0 1-4-8 5.11-8 7-8-0 1.40 Scale=1:62.6 4.00 12 5x10 M1120 % 6x6 M1120 5 6 2k3 M1120 3x6 M1120 % 3x4 M1120 Us M1120�Z 4 m 3 7 g 14 us1 2 6x8 M1120 = 13 9 I17 10 ur, ij IA 3 3x4 MI120= 72 d. 11 3x6 MII20 3x10 MII20 = 5x6 M1120 = 2.00 FIT 2x3 M1120 I I 10-6-4. 1 `0-0 20-4-6 z6-4-0 i _ _ 34-0-0 10-i4 4-5.12 5-4-e 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ede 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2_0-0 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) O.69 2-14 >580 360 MllZo 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Ved(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/TP12002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-B-0 Max Horz 2=-138(LC 6) Max Uplift2=875(1_C 3), 9=-875(LC 4) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 24=5228/3137, 4-5= 4899/2898, 5-6=2458/1548, 6-7=-2330/1402, 7-9=3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=110712171, 11-12=158712829, 9-11=1587/2829 - WEBS 4-14=369/478, 5-14=1557/2665, 5-13=4121277, 6-13=-313/575, 7-12=754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II: Exp C; enclosed; MWFRS (low-rise); Lumber 3) Provide adequate drainage to prevent water ponding. `,�� ........... <c� � >> ,.•-\' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit •,� N 68182 •• 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 100 lb uplift at joint(s) except Qt=lb) 2=875, d CZ 9=875. �53 T O F 41J a LOAD CASE(S) Standard i0 Q ; •._�� e tdlyttAld FL Cert. 6634 July 26,201 ® WARNING -. Ver o d-19rt parmnetera and READ NOTES ON THIS AiYD DKLr7DED JUTPKREFERENCE PATE Mf7-74T3 s+ea. 20.08 BEFORE USE. ! � Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. �`�• Applicability of design poramenters and proper Incorporation of component is responsibility of building' designer -not truss designer. Bracing shown A is for lateral support of individual web members only. Additional temporary bracing to insure stabTty during construction is the responsiblrity, of the MiTek' erector- Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o e.nroa.•. fabrication, quality control storage, delivery, erection and brocing, consult ANSVTPI1 Quality Merin, DSB-89 and 8CS18uilding Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 781-N. Lee Street. Suite 312. Alexandria. VA 22314. Tamoa. FL 33610-4115 Job Truss Truss Type Oty Ply Grand Cadton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 Job Reference c tional Chambers Truss Inc., Fort Pierce FI. 34982 8-11-9 1+ n n 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:33:51 2011 Page 1 W6 4. 34 0 0 35 0 Q I Won 8-11-9 8-D-0 W. Scale = 1:62.6 48 M1120 ' 48 M1120 -Z� " 4.00 12 4 5 2x3 M1120'\� 3x4 Ml120� 3 6 2 11 1 7x8 M1120 = 7 8 ,n Ir IA j d d 3x10 MI120 = 10 9 US M1120- ' 5x12 M1120= 2.00 12 2x3 M1120 II 10-6-4 13-0-0 204-8 26-0-0 34-0-0 , �- 10.6.4 2-5-12 7-4-8 5-11-8 7-8-0 s Plate Offsets X 2:044Ede :0-3-14 0-1 8 LOADING (psf) SPACING 2-0-0 - CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 2491190 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(rL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 146 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M"30 *Except* TOP CHORD SWctural wood sheathing directly applied or 2-6-7 oc puffins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz 2=-123(LC 6) Max Uplift2=890(LC 3), 7=-869(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5291/3195, 34=4991/3006, 45=2299/1492, 5-6=2409/1503, 6-7=3033/1827 BOT CHORD 2-11=3012/5002, 10-11=1821/3184, 9-10=-1601/2801, 7-9=1601/2801 WEBS 3-11=-284/421, 4-11 =1 309/2342. 4-1 0=-1 032/675, 5-10=116/454, 6-1 0=-617/51 0, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. >t 1 I I I f I It fII 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber 1 N DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. QU ♦ F �� P,.••......••� G E N F� �% ,� •• � � • •• i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .' �; F 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit N( 68182 ••• between the bottom chord and any other members. r 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 100 lb uplift at joints) except at=lb) 2=890, e 7=689. T O F 441 ` • LOAD CASE(S) Standard i • .�` Q ••• ��w f1j111111�� FL Cert. 6634 July 26,201 ® WARHING - Verrjy d.1grt pammetero and READ NOTES OH TUISAND INCLWr.D DBTEKREFERENCE PAGE MR-7473 rr . IVOS BEFORE ESE. �` Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper Incorporation of component is responsblity 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 responsibility of the MiTek' erector. Addih'onal permanent bracing of the overall structure k the responsibility of the buil�ng designer. For general guidance regarding .. ,•�nron... ' fabrication, quality controt. storage. delivery,erection and bracing. consult ANSVIPll Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safely Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamna. FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134022 M11311 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:33:52 2011 Page 1 8-11-9 11-0-0 15-rt-4 20-0-t3 230-0 26-1-3 34-0-0 �S� �_0 I I , 1.0.0 8-11-9 2-0.7 4.8.4 4-8-4 2-7-6 3-1-3 7-10.13 1-0-0 Scale = 1:62.6 5x6 MII20 = ' 2x3 M1120 115x10 M1120 3x4 1011120 _ 4.00 12 2x3 101120 � 4 5 6 7 2x3 M1120 3 FIR 8 .5 jI 2 9 m 1 13 10 I'o d7x8 MII20 = 3 3xl0 M1120 = 12 11 3x6 M1120 5xl2 MI120 = 3x4 MI120 = - 2.00 12 10-0-4 204-8 23-0-0 34-0-0 10-6-4 9-10-4 2-7-B 11-D-0 Plate Offsets X Y: 2:0-4 4 Ed a 7:0-5-00-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Wall Ud PLATES GRIP TOLL 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 FBC20077rP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purtins. 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 Tek recommendsthat Stabilizers and'required cross bracing be WEBS 2 X 4 SYP No.3 stalled during truss erection, in accordance with Stabilizer F'mi.,siallation guide, REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=107(LC 6) Max Uplift2=902(LC 3), 9=902(LC 4) FORCES (Ib) -Max. CompJMax. 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=1648/2750 WEBS 3-13=357/484, 4-13=933/1546, 5-13=-426/922, 5-12=10311734, 7-12=346/505, 7-11=246/432, 8-11=402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. <9I I I I I I f7� ,r� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �', I N V DOL=1.33 plate grip DOL=1.33 QU 3) Provide adequate drainage to prevent water ponding. •� N S • • `tom �js �� ,O •. G•E �'.• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' .' s� 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 • ••• N 68182 between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 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 100 lb uplift at joint(s) except at=lb) 2=902, y • LOAD CASE(S) Standard ✓� • .�` P •� �� ice, S ,•Q • • �\` `� . �t It N A„�r,� FL Cert. 6634 July 26,201 ®WARNM- Verify design parameters and READ NOTES ON 7WSAND INCLUDED DIITEKREFERENCE PAGE MR-7473 lea. 10-VSB70RE USE. ME 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 M A Is for lateral support of individual web members only. Additional temporary bracing to Insure stabTty during construction Is the responsibility of the IV IjTek' erector. Additional permanent bracing of the overall structure is the responsibTty, of the building designer. For general guidance regarding rowcw ro renmw.s• fabrication, quality control, storage. delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33SI0411 Job Truss Truss Type Qty Ply Carlton 9' Porch TJ T4134023 M11311 A9 HIP 1 ference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct12009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page 1 •1r-0, 0 9-0-0 14$14 r 20.4-0 25-0-0 34-0-0 35-0-0 I 1-0-o =01 5-8-14 5-7-2 4-B•0 9-0.0 1-0-0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 MII18H 3x4 MII20= 2x3 MII20 11 7x10 MII18H 4.00 2 1 3 4 5 6 A 2 7 8 ;41 Ir d d 3x5 MII20 % 14 13 .12 11 10 9 3x5 MI120 3x6 MII20— 3x4 M1120= 5x8 M1120= 2x3 M1120 11 2x3 M1120 11 3x6 M1120 = 9-0-0 14-8-14 20-4-0 25-0-0 34-0.0 9-0-0 5-8.14 17-2 4-8-0 94)-0 Plate Offsets X Y : 2:0-3-14 0-1-8 3:05-0 0-2-0 6:0-5-00-2-07:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1,25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 M1118H 1951188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(fL) 0.03 7 n/a n/a BCDL ' 10.0 Code FBC2007/rP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 Mi fek recommends that Stabilizers and -required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=69210-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz 2=92(LC 5) Max Uplift2=533(LC 3), 11=948(LC 3), 7=365(LC 6) Max Grav 2=704(LC 7), 11=1534(LC 1), 7=41O(LC 8) FORCES (Ib) -Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1159/711, 3-4=-491/387, 4-5=-3821760, 5-6=3821760, 6-7=-269/199 BOT CHORD 2-14=604/1027, 12-14=604/1037, 11-12=234/491 WEBS 3-14=0/335, 3-12=637/418, 4-12=149/416, 4-11=1362/875, 5-11=293/254, 6-11 =-1 054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. { 1 ! 1! 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 a %%i N , DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. � nQ .. O G E N •` SF • 4) All plates are MT20 plates unless otherwise indicated. ,•• i 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. e N( 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 d 68182 •� .. between the bottom chord and any other members. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=533, e e 11=948, 7=365. LOAD CASE(S) Standard � O T O F .• LIJ •'r , \,�,• . Ai �tNis t��t� FFL Cert. 6634 July 26,201 ® WARMNG- Verify design parvmdt artd READ NOTES ON 77HSAND INCLUDED 397EK REFERENCE PAGE MR-7473 rea. 10-V8 BEFORE USE. ~ Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown BTI 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 stricture is the responsibility of the building designer. For general guidance regarding ,e P.nron,a. fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and 6CS16u0dfrip Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamrw_ FL 33Rtn-411 Job Truss City,Ply Grand Calton 9' Porch T4134024 M11311 A 7 p�; 9 1 Job Reference o tiona1 Chambers Truss Inc., Fart Pierce Ft. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:33:47 2011 Page 1 10.Or &713 r 12-41'+ 17-0-0 21-7-7 27-4-3 34-0-0 35.0-0 1-0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 Scale = 1:59.4 US M1120 = 4.00 12 6 19 2x3 M1126 11 18 2x3 M1120 II 3x6 MI120 % 5 7 3x6 101120 3x4 101120 % 4 8 3x4 M1120 3 9 N1 2 70 11 m iA d 16 20 21 13 d 3x8 NW= .17 — 15 ` 14 12 3x6 M1120 = 4x6 M1120— .. 2x3 M1120 11 2x3 M1120 I1 4x6 101120 UsM1120 = 3x6 M1120 = 6-7-13 12-0-13 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/dell Ud PLATES ' GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(fL)-0.8214A5 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 file n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-84 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 e REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz 2=154(LC 6) Max Uplift2=-880(LC 3), 10=880(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=2844/1510, 5-6=2837/1618, 6-7=-2837/1618, 7-9=2844/1509, 9-10=3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=937/2064, 12-14=-163313154, 10-12=1633/3154 WEBS 6-14=584/951, 7-14=298/327, 9-14=5601479, 6-15=584/951, 5-15=298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.Opsf, h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber N DOL=1.33 plate grip DOL=1.33 3) This truss has been designed fora 10.0 psf bottom chord live load noncancurrent with any other live loads. E N `e s� •• , 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit .•� �� between the bottom chord and any other members, with BCDL = 10.0psf. a •' IU 68182 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=880, ' 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, and 50 Ito down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. ^ 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,`, '• 411 • • �4u< LOAD CASE(S) Standard �� •, Q �,•• 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 !r 0.• �1\ ��, Uniform Loads (plf) '' !!! SS ' • • • • • �� S`A, Vert: 1-6=54, 6-11=54, 2-20=-20, 20.21=-60, 10.21=20 , Concentrated Loads (lb) ll i E i I Ilk % Vert: 18=-50(F) 19=50(F) FL Cert. 6634 July 26,201 A WARMIdG - Vero destgn panometens and READrXOTES ON rHisAND imLimED mrEKRBFERPIJCE PAGE hIIt-7473 roe. 20-'Oa BEFORE uss. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ApplicabTty of design paramenters and proper incorporation of component B responsibility of building designer- not truss designer. Bracing shown p� ;;�� is for lateral suppod of individual web members only. Additional temporary bracing to iruure stability during construction is the responsbliGty of the It1111�i k• erector. Additional permanent bracing of the overall structure is the responsibility of the bulling designer. For general guidance regarding roww.o ocaraa•c- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 Qualify Crtieda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information' available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 3361 D-411 Job . Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134025 V11311 GRA HIP 1 1 Job RefereDee (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2611:25:30 2011 Page 1 1-0- B-0-0 11-1-0 17-0.0 18-6-0 22-2-2 26-0-0 34-M 5-0- -0-0 8-0-0 3-1-0 5-11-0 1-6-0 38-2 1 14 8-0-0 -0-0 TRUSS NOT SYMMETRIC Scale = 1:59.8 DO NOT ERECT THE TRUSS BACKWARDS 4x5 = ' 11 14 9 • ' 7x12 % 6 77 19 6x12 3x6 4.00 142 , 3 = 13 5 1820 2JJ 10 N 2 22 23 1' d 29 28 27 26 25 24 d 3x5 3x5 _ 3x5 II 7xif = M5x6 = 6x8 = 6-0-0 11-1-0 18-6-0 26-0-0 34-0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-3-14 0-1-8 3:0-4-12 Ede 21:0-0-12 Ed a 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL)0.14 22-24 . >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr . NO WB 0.72 Horz(Q 0.03 22 n/a n/a BCDL 10.0 Cade FBC2007frP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=154(LC 6) Max Uplift All uplift 100 lb or less at joints) except 2=393(LC 3), 27=1384(LC 5), 26=1697(LC 4), 22=711(LC 4) Max Grav All reactions 250 lb or less at joints) except 2=468(LC 7), 27=1805(LC 1). 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=524/345, 3-5=-510/774, 5-7=736/1100, 7-8=-736/1100, 8-1 0=736/1 100, 10-12=736/1100, 12-13=736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=736/1100, 1111111111111, 18-20=1733/1453, 20-21 =1 733/1453, 21-22=18.59/1334, 4-6=140/290, 6-9=-99/356, � t N VA AQ13 9-11=52/411, 11-14=-123/474,14-17=-45/344, 17-19=-93/279 • • � BOT CHORD 2-29=-042/438, 28-29=282/344, 27-28=282/344, 26-27=688/581, 25-26=-354/461, O E N Id �� '•••�\ SL`••� 24-25=-354/461,22-24=-1144/1704 ti WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=5261667, 5-26=-482/421, 13-26=8321710, N 68182 18-26=1 87611617,18-24=1020/1544, 4-5=440/524, 19-20=238/314, 14-15=-472/441 a NOTES - e 1) Unbalanced roof live loads have been considered for this design. -(7 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 j F , 41J ► DOL=1.33 plate grip DOL=1.33 +, •• j(/ s 3) Provide adequate drainage to prevent water ponding. r� • '� P .' 4) All plates are 2x3 MT20 unless otherwise indicated: �j • • �a� • • •Q °i! SS • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Il N i X_ fit'between the bottom chord and any other members. 11111111 Illl►� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27,1697 lb uplift at joint 26 and 71 l lb uplift at joint 22. 8) Design assumes 4x2 (flat orientation) puriins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the _ July 26,2011 responsibility of others. ®WARNIM- Vufk design paramete'c andREAD NOTES ON TfIISAND INCLUDED JGTXKR7ERENCE PAGE M Z-7473re. 10.108 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 bracing to insure during is the the MiTek` is for lateral support of individual web members only. Additional temporary s}abTty construction responsibility of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Po„.�.o Pcnraw,a• fabrication, quality contrd storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DS6-89 and SCSI Building Component 6904 Parke Fist Blvd - Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FI-33610.4115 Job Truss Truss Type City Ply Grand Canton 9 Porch T4134026 M11311 GRB HIP 1 1 Job Reference o fionai Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page 1 7-0-13-a-1a 2od-o 27-0-0 3ao-0 aS0-0 it-0-oi I -ao 7-ao0 6•s-ta s-7-2 sao 7-0-0 1-0-0 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS f'�— 7x10 M1118H 3x8 M1120 = 6x10 MI120 4.00 112 3x6 M1120 = 2x3 M1120 �I 3 16 17 184 5 19 20 6 21 22 23 7 N ' N n' 1 2 a 9 m c' d d 3x6 M1120 % 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 2x3 M1120 I 2x3 M1120 I 4x6 M1120 = . 3x4 M1120 = 7X8 1011120 = 3x6 M1120 = 7-0-0 13-8-14 20-4-0 _ 27-0-0_ _ _ _ i _ _ _ _ _ 34-0-0 7-0-0 6-8-14 6.7-2 6-8-0 7-0-0 Plate Offsets. X Y : 2:0-3-14 0-1.8 3:0-5-0 0-2-0 4:03-8 0-1-8 7:05-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP -CHORD Structural wood sheathing directly, applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing - WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 iTek recommends that Stabilizers and required cross bracing be stalled' during truss erection, in accordance withStabilizer rn stallation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/M-0, 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=855(LC 3), 12=2012(LC 3). 8=459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1). 8=604(LC 8) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP'CHORD 2-3=-2998/1795, 3-4=2012/1299, 4-6=908/1583, 6-7=908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-15=-149/784, 3-13=862/552, 4-13=-82/779, 4-12=3806/2345, 6-12=-8091766, 7-12=2675/1602, 7-10=-1381762 NOTES '.,%591l11111. 1) Unbalanced roof live loads have been considered for this design. �� V IN V h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �'• Q �j '2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; P �� ,.••.....,..� DOL=1.33 plate grip DOL=1.33 `0tiO 4o G � � � , S�• 3) Provide adequate drainage to prevent water ponding. �, .••y� :� i 4) All plates are MT20 plates unless otherwise indicated. N c 68182 s 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit S •• between the bottom chord and.any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint 12 a and 459 lb uplift at joint 8. '• 53 % T O F'JJ8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 Ib up at 7-00, i O • • s 41 116 lb down and 128 lb up at 9-0-12; 115 lbdown and 128 lb up at 11-0-12, 1151b down and 128 Ito up at 13-0-12, 115 lb down and 128 do�ri own and 128b down and lb up at 20-11-4, 116 nd 128 lb up at 18-11-4,15 1b47 127--0.0 s • • ` , O •,••`Q`� �` down I28 b and 128 lb uplatd22--11-4, and 5plb down annd11 8l b up atbdowna24 11-4 and 146 lb d wnland lb up at on top chord, and • • 437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 196 lb up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOADCASE(S) Standard July 26,201 Co tinued on page WARNING- V,1%designpawmd.and REdD NOTES ON TIIISANDHCLr7DEDMdTEKREFERENCEPAGEMR-7473n .20-'08 BEFORE rISE. �� Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of bui�ng 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 responsibil6WOW of the OW erector. Additional permanent bracing of the overall structure a the responsibility of the buildng designer. For general guidance regarding POwLR A PLRrow.L• fabrication, quality control, storage, delivery, erection and bracing, coruult ANSI/TPlt Qual ly Criteria, DSB-89 and BCSI BUBding Component 69D4 Parke East Blvd. Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. _ Tampa. FL 336104115 Type Grand Carlton 9' Porch 011311 IGRB IHIP 11 I T Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:68 2011 Page LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=-54, 7-9=54, 2-8=20 Concentrated Loads (lb) Vert: 3=106(B) 5=115(B) 7=106(B) 15=437(B) 1 O=437(B) 16=115(B) 17=115(B) 18=115(B) 19=115(B) 20=115(B) 21=115(B) 22=115(B) 23=115(B) 24=45(B) 25�45(B) 26=-45(B) 27=45(B) 28=45(B) 29=-45(B) 30=45(B) 31=-45(B) 32=-45(B) `AOjjIStlll/ll�� COINV Rr o •'�, E t5'�,.•. � si N 68182 r • �� o�P'•\=ems FL Cert. 6634 July 26,201 - 11 WARA7M. Vmj* destyn parameters and READ NOTES ON YWISAND DsrCLLmED MITES REFERENCE PAGE JW-7473 rca- 10-'Oa EEFORE USE. Design valid for use only with Mnek connectors. Thisdesign is based only upon parameters shown, and is for an individual building component. ME Applicability of design paromenters and proper incorporation of component is responsibility of bulding designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure slobTty dudn%constructionis the responsibaGy of the MiTek` erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. or general guidance regarding vorrw.r, e.nrow.a fabrication, quality control- storage. delivery, erection and bracing, consult ANSI/iPll Quality Crllerla, DSD-89 and SCSI BYBdIng Component 69D4 Parke Fast Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, R. 3361D-411 Job Truss Truss Type Oty - Ply Grand Cadton 9' Porch T4134027 M11311 J1 MONO TRUSS 4 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:33:58 2011 Page 1 i -1-o-G 1-aa I 1-0-0 1-ao Refer to MiTek'TOE-NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 4.00 12 3A M1120= Scale =1:6.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizes and required cross bracing be installed during truss erection, in accordance with Stabilizer nstallaboa aulde... REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav 2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); T.CDL=4.2pst 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 5) Providemby others) lechanical connectiorder(s) for truss to n truss lof truss to bearing plate capable of withstanding 190lb uplift at joint 2. �1%�aO Tj N r�l �jsl�� LOAD CASE(S) Standard �14, QP' • .E %ti(V E�� e r � r N. 68182r, OF : 4 tt111141�11 FL Cert. 6634 July 26,201 e ® WBRKM • Verify design parameter and READ NOTES ON TWS AND INCLUDED AIITEK REFERENCE PAGE M7.7473 ren. 20-'08 BEFORE USE, Design valid for use only with MTek connectors. this design is based only upon parameters shown, and is for an individual buiding.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 g urinconstruction 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 .o nsnraw.s• fabrication, quality control, storage, delivery, erection and bracing, consult ANSVFP11 Quality Criteria, DSB-8P 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 Qty Ply M11311 IJ2 MONO TRUSS 4 Grand Callon 9' Porch T4134028 � 1 Chambers Truss Inc., Fort Pierce FI. 34902 1.0-0 2-0-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc.. Tue Jul 2610:33:59 2011 Page Scale =1:7.9 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI- TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) Udefl L/d '2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8 Ib' 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 Installaligli guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz 2=73(LC 3) Max Uplif:2=165(LC 3), 3=-34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf,, BCDL=3,0psf; 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. `%O t i i l 11117t1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. �1 ail l N V f ,P/� , LOAD CASE(S) Standard .� s N 68182 _\ ti Tl • • A ��. T OF �� NT FL Cert. 6634 July 26,201 e ®WARNING- Vwijtj design par eters and RBAV NOTES ON TRISAM INCLUDEDN/TP-KREFERENCE PAGE MY 7473 rca-10-V8 BEFORE USE. Design valid for use ony wish MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. ) Applicability of design paromenters and proper Incorporation of component B responsbility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during c n trucfion is the responsibility of the - PoMiTew 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 Quanty Warta. DSB-89 and 11CS1 Bonding Component 6904 Parke East Blvd. Safety Intamallon available from Trust Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, Fl. 33610.4115 Job Truss Truss Type city Ply Grand Carlton 9' Porch T4134029 M11311 IJ3 MONO TRUSS 4 1 Chambers Truss Inc, Fort Pierce FI. 34982 1-0-0 3-0-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 Page Scale = 1:9.6 3-uu LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) ' Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.00 2-4 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 2-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a . n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 11 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD' Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer stallation guide. REACTIONS (Ib/size) 3=49/Mechanicai, 2=184/0-8-0, 4=25/Mechanicai Max Horz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) -Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.0psf; 11=14.t; 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) truss to truss connections. 3 204 lb 2. 1 f 7f.#, 5) Provide mechanicalrconnection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint and uplift at joint ``0N LOAD CASE(S) Standard ��P' (, E ,,�i N 68182 O: T OF i�fillitt� FL Cert. 6634 71 July 26,201 ® WARNIM - V.-O design parameters and READ NOTES ON TIIISAND INCLUDED JIFTFX REFERP.NCE PAGE lfR-7473 nev. ZO OS EEFORS USE. Design valid for use only with Mnek 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 stabTty, during construction is the responsibility of the pq y� IYil1Fi W erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rnw.w.r, fabrication, quality control, storage, delivery, ereplion and bracing, consult ANSI/TPll Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatfon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411: orb 1311 IJ4 IMONO TRUSS 4 IPly T4134030 Truss Truss Type 1 I Grand Carlton 9' Porch Chambers Truss Ina, Fort Pierce Ff. 34982 1-0-0 4-D-0 3x4 M1120 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:00 2011 Page Scale=1:11.2 CSI DEFL in (loc) Udell Ud PLATES GRIP TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 BC 0.21 Vert(TL) -0.02 2-4 >999 . 240 WB 0.00 Horz(TL) -0.00 3 nla n/a (Matrix) Weight: 14 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purtins. 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 e REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Harz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1). 2=216(LC 1), 4=70(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All 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 87 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,20 A mwmNO - Vertu design pa>•ameters and RRAD NOTES ON TBISSHD fNC15MED.MITEKRSFERENCS PAGE MR-7473 rer. I0-VS BEFORE USE. ! e Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. G`j 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 respons Uffity of the building designer. Por general guidance regarding rwaea.r, aearoa.r.• . fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Crlteda, DSS•89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1311 Type )TRUSS Grand Carlton 9' Porch T4134031 Chambers Truss Inc., Fort Pierce Ft. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:00 2011 Page -14 0.0 5.0-0 1. 5-Oo Scale = 1:129 3x4 M1120 = 5-0.0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 .2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.06 24 >866 240 BCLL 0.0 ' . Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 17lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer alallatioli REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift3=123(LC 3), 2=-231(LC 3) Max Grav 3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) -Max. CompJMax. 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 nonconcurrenl 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 123lb uplift at joint 3 and 231 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,201 ®WARMING • V.V y design panm d. and REW NDIES ON IWSAND INCLUDED M7EK REFERP-NCE PAGE MR•7473 nca: WOS BEFORE USE, ��1 Design valid for use onlywith MTek connectors. This design is based only upon parameters shown, and is for an individual building component. ��i„�i,,,j`� 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 responsibllity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ror<a+e P<aroa..• fabrication. quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Crlleda, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610-411 Truss Truss Type Qty Pty Grand Carlton 9' Porch 1311 IJ6 MONO TRUSS 4 1. Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MfTek Industries, Inc. Tue Jul 2610:34:01 2011 Page r n-n 1-0-0 6-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rrP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:14.5 CSI DEFL in (loc) Well Ud PLATES GRIP TC 0.60 Vert(I-L) -0.06 2-4 >999 360 M1120 249/190 BC 0.51 Vert(TL) -0.14 24 >476 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 20 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer sta u'd REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=158(LC 3). 2=-248(LC 3) Max Grav 3=140(LC 1), 2=285(LC 1), 4=110(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 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 158 lb uplift at joint 3 and 248 lb uplift afjoint 2. LOAD CASE(S) Standard !+`j%%11IIfill1117, .�• p.QU ► N V, i N 68182 -9: :X T F '�` .� . FL Cent. 6634 July 26,201 AWARMMi - V.-O dcstgn panvmet. and READ N07ES ON 7W5 APdD DWLLIDED MITEKREFERENCE PAGE M I.7473 mr. 10-WS DEFOR& USE, Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. AppBcability of design paromenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown p q;� Is for lateral support of individual web members only. Additional temporary bracing to Insure stability VI ty during construction is the responsibility of the 1 I fek" erector. Addi ionol permanent bracing of the overall structure is the responsibility of the buldng designer. For general guidance regarding vo.w.e ar:Aron.a• 'fabrication quality control storage, delivery, erection and bracing, consult ANS?1TPII QualBy Criteria, DSB-89 and BCS1 Building Component 8604 Parke East Safely Informaflon mailable from Truss Plate Institute. 781 N. Lee Sheet. Suite 372. Alexandria. VA 22314. 7emoa. FL 33610-411-0115 Ply I Grand Carton 9' Porch T4134033 311 TRUSS Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:34:01 2011 Page 7-0-0 1.0-0 7-0-0 a LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 30 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES. Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 Scale: 3W--V CSI DEFL in (loc) Well L/d PLATES GRIP TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 2-4 >289 240 WB 0.00 HOrz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 3=169/Mechanical, 2=32110-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift 3=-1 91 (LC 3), 2=-267(LC 3) Max Grav 3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) -Max. CompJMax. 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.botlom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,201 ® WMMNO - V.,% desgg. par t m —d READ NOTES ON THISAM INCLUDED WTPX REFERMWE PAGE M7-7473 per. 10-'08 BEFORE USE. Design varid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Iff is for lateral support of individual web members only. Additional temporary bracing to insure stability during �;y' construction is the responsibility of the IV II Iek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding vor.w.r, eewroa.s fabrication- quality control, storage, derwery, erection and bracing, consult ANSI/TPII Qua1By 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. Tamoa. FL 33610-4115 Job Truss Truss Type Oty Pty Grand Carlton 9' Porch T4134034 A11311 J8 MONO TRUSS 10 1 ob Reference o tional Chambers Truss Inc, Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:34:02 2011 Page LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 8-0.0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 Scale = 1:17.7 CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(Q -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 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 st 'de REACTIONS (lb/size) 3=197/Mechanical, 2=357/043-0, 4=75/Mechanical Max Harz 2=197(LC 3) Max Uplift3=223(LC 3), 2=286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) 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 223lb uplift at joint 3 and 286 lb uplift at joint 2. LOAD CASE(S) Standard ® WARNING - V.Jjtj design parmneter s and REM NOTES ON 7HIS AM JWL(MED AZT=REFEREWE PAGE Mr1-7473 re . 10-'08 BEFORE USE, I>esign valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobricatiom quality control. storage. dervery, erection and bracing, consult ANSI/TPli Quality Cdledo, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria. VA 22314. N 68182 T OF 4 ` FL Cert. 6634 July 26,20 POwxR m P{Rm-- 6904 Parke East Blvd. Tampa. FL 33610411 Job Truss Truss Type Ply Grand Carlton 9 Porch 1Qly, T4134035 M11311 KJ7 MONO TRUSS 2 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1 1-S o &8.12 9-10-1 �1-S. 18-12 3.1-5 Seale = 120.8 4 2.83 12 3x4 M1120 3 8 7 rZ 1 9 10 6 11 5 2x3 M1120 If 3x4 M1120 = 3x4 M1120 = B-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2_0_0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1:25 TC 0.25 Vert(LL) -0.04 2-6 >999. 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) . -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 4=45/Mechanical, 2=45510-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Uplift4=50(1_C 3), 2=-405(LC 3), 5=249(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=757/365 BOT CHORD 2-6=-439/695, 5-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.0psf; 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. ll 3) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,�', �, N !, VA between the bottom chard and any other members. �% Q P•.••....... 4) Refer to girder(s) for truss to truss connections. < > Q E G SF 2 5) Provide mechanical connection (by others) of truss to bearing plate capable' of withstanding 50lb uplift at joint 4, 405 lb uplift at joint and.•�� 249lb uplift at joint 5. Nc 68182 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 lb down and 14 lb up at 44-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up at Z •• * = 1-6-1. 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. •'JJ 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �: T O F : LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads �fj' l) ' • • •' (plf) [1 • f �� Vert: 14=54, 2-5=-20 N rqL �7 Concentrated Loads (Ib) 111111 I111�� Vert: 7=10(F=5, B=5) 8=115(F=-57, B=-57) 9=38(F=19, B=19) 10=10(F=5, B=-5) 11=50(F=-25, B=-25) FL Cert. 6634 July 26,201 ® IAARAlII4G- Vdo designpar+vmcfe .dREdDNOTES ONTMSAtMHWLr1DED.WTEKREFERENCEPAGEMR-7473s .10--08EEFORE USE. � Design vard for use only with MTek connectors. This design is based only upon parameters shown, and Is for on Individual buiding component. ApplicabRty of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pp yg Is for lateral suppod of Individual web members only. Additional temporary bracing to Insure stabTty during construction is the responslbllity of the 1V iTBk_• erector. Additional permanent bracing of the overall structure B the resporuibffic of.the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSVTP11 Qual ly Qltado, DSB-89 and BCSI luung Component 6904 Parke East Blvd. So" Information mailable from Truss Plate Institute. 781 N. Lee Sheet, Suite 312, Alexandria. VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type Qty Ply Grand Canton 9' Porch T4134036 M11311 KJB MONO TRUSS 2 1 Job Reference o tionet Chambers Truss Inc., Fort Pierce Ff. 34982 -1-5-07-z-4 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1 11-3-0 , 1-5-0 7-3-4 3-11-12 ' Scale = 1:20.6 4 . 2.83 12 3x4 M1120 3 8 2 6 7 3x4 MII20 = 2x3 M1120 I I 3x4 MII20 = 6 } 7-3-4 --� 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL - 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7. >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS (Ib/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical guide, 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 (Ib) or less except when shown. TOP CHORD 23=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 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 1111. [fill between the bottom chord and any other members. �� DUI N 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 ,%'Qi�•� G E N S • �� • �•, �' and 318 lb uplift at joint 6. �r F 6)-in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). s e N( 68182 •,' LOAD CASE(S) Standard ;• 1) Regular. Lumber Increase=1.25,.Plate Increase=1.25 Uniform Loads (plf) -� Vert: 1 8=54 :13 '. T O F Trapezoidal. Loads (pit) :• 0 jV Vert: B=O(F=27, B=27)-to-4=152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=56(F=-18,.B=-18) �, •, �` O P',• \�`� ffi1111�+` FL Cert. 6634 July 26,201 ® WARIMVG -Vero design parametem mind READ NOTES ON TAISAND INCL(MED JWTEKREFERF-NCE PAGE MrI-7473 nes. 30•'OS BEFORE USE. Design valid for use only with Wet: 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 responsibiity of bulding designer- not truss designer. Bracing shown Iml 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 regard -mg ro„xq--.M-- fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information mailable from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33613810-4115 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3j4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or x-bracing, Is always required. See BCSI. 1 „ /16 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS wide truss spacing, Individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator T bracing should be considered. ci-2 cza WEBS °3c0 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O ,-T,<� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U ep = designer, erection supervisor, property owner and plates 0-149' from outside n u U all other Interested parties. edge of truss. p 5. Cut members to bear tightly against each other. c�-e cs s.� � 6. Place plates'on each face of truss at'each BOTTOM CHORDS This symbol indicates the $ 6 5 Joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. " Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. • the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-131 1, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2006 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint ® number where bearings occur. 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 Industry Standards: M11 project engineer.before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. m 09 and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.M Is not sufficient. BCSI: Building Component Safety Information, t` 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, PCIWER Ta PERFORM." ANSIAPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 rTl�-FSURVEY: BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 2-02-12 LEGAL DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 112 MEDITERRANEAN �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE NORTH, OF THE UNRECORDED PLAT OF SPANISH LAKES PHASE ONE, OF THE I� _ii. SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PUBLIC RECORDS OF ST. LUCIE COUNTY, LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. ? II 3. THIS SITE LIES WITHIN FLOOD ZONE 'X-, ACCORDING TO Wq THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: .— 12111CO280 F, EFFECTIVE DATE AUGUST 19, 1989. 0 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE W SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD FFE = FINISHED FLOOR ELEVATION V ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R/W = RIGHT—OF—WAY a fn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE R = RADIUS OF CURVE CENTERLINE OF 62 MEDITERRANEAN NORTH ACCORDING TO L.. = LENGTH OF CURVE THE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF Sr. = SQUARE FOOT ST. LUCIE COUNTY, FLORIDA A = DELTA OF CURVE o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PERMIT #. /// Z- — 02 Z ,T-- S89'58'54"E 50.09' 3 � 1 Wt7.9' 14.03 m 20.04' cn r�0 CVco PATIO aid O M 20.04' 8.0, P7 �� 0 O OAVERAGE TOP O OCq `O OF FORMS C ZLEVATION= 17.7 1.71 ABOVE EDGE OF PAVEMENT 10.2' N 5.331'J�rr`r. 18.2' vFi w o- V.53' w SITE BENCHMARK ELEVATION= 16.02 ASSUMED VVV VV VV .. TV.VT NORTH MEDITERRANEAN BOULEVARD 20' PAVED ROAD _,.4y L112 MEDITERRANEAN NORTH LAST FIELD DATE: 2-02-12 E o' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO: WYNNE BUILDERS, 12 Surveying • Mapping • Consulting DRAWN: 619 SW Biltmore Street Port St. Lucie, Florida 34983 I hereby certify that the survaq. shown hereon -is true and ® Phone: (772) 340-7770 correct and is based on actual measeuran hfs *aken in the Fax: (772) 340-2250 field. This survey meets -the Ninimm Technic@ Standards LBf7280 of Chapter 61G171-lorida d6nidist�ative s REVISION : — ,� LEXANDE J. PIAZZA Professional Surveyor & Mapper I Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1264.dwg, 2/2/2012 2:02:15 PM