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Home My WebLink AboutSUBMITTED PAPERSDATE FILED: C, PLAN REVIEW FEE: RECEIPT NO.: 0 PERMIT NUMBER: It_ ' 1 `' ) g`/ CONCURRENCY FEE: 7; RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED `E...0 :..... .. St. Lucie County Building andWMS® 2300•Virginia Avenue lOR1�Q `: Ft. Pierce, FL 34982-5652 B}� ��/ 772-462-1553 St. Lucre. County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE LOCATION/SITE ADDRESS: Spanis PROJECT NAME: Fa i rwa ):G SITE PLAN NAME: PROPERTY TAX ID #: 1306-111-0001-000/0 LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5. PLAT B OOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9 10. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 5 * x Cx� Cif 1kt�., COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) Im 11. SETBACKS (ACTUAL) FRONT:--:�� BACK: \kSa RIGHT SIDE: q:V LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [I INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: 15. SF. FT Ist FLOOR: 16. VALUE OF CONSTRUCTION: $ 51 , 000 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Noticd of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 1 C (- V qL"c [2,P) yti3 OWNER INFORMATION NAME: Wynne Building ADDRESS: 8000 S. US1 Suite ZIP: 34952 33 �Si CITY: Port St. Lucie mrd* STATE: FL PHONE (DAYTIME): U7 2) 8 7 8 - 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIRENT FROM THE OWNER LISTED ABOVE, PLEASE FFE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: STATE: ZIP: CITY: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. ofFLREG.CERT#: CGC03599 ST. LUCIE COUNTY CERT #: 09898 BUSINESSNAME: Wynne Develd'• ment Cor .oratid QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1 I . Suite 402 CITY: Port S t . Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): (17 2) 8 7 8- 5 51 3 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. STATE: FL �t ZIP: �aaF CITY: Stuart PHONE (DAYTIME): (7 7 a 2 R 7- 8 2 5 R BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTIC:.:tihk-n a permit is issued and it is not picked up within 60_ days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications arr structures (all types),'swimming pools, fences, residential use. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO OWNER: exempt from undergoing a full concurrency review: room additions, accessory walls, signs, screen rooms, utility substations & accessory uses to another non - NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information ' curate and that all work will be done i compliance with all applicable laws regu ling co uction and zoning. rr TT1RF. CONTRACT STATE OF FLORIDA _ Lucie COUNTY OF The foregoing instrument was acknowledged before me this _`_ day of �(.[ L `� 20 by Matthew T.VlP W-%7nng who is personally known or has produced identification. STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this / V day of �U C.Y , 20-1/_, by Matthew T VI e W)ZnnP who is personally known —V—/or has produced as identification. Signature of No vv signature of Nofaty DOROTHY ANN HAFNER O` gky Pug, .. DOROTHY ANN HAFNER ,ter°� ,<<;'; otar Public - State of Flori a Commission No. yy1 Commission No, ,`'°�P a,�',- Notary Pu(f>�al�tate of Florida -'• * ; • `�tfmm. Expires Oct 2, 2012 * ; • g My Comm. Expires Oct 2, 2012 Commission # DD 82709 Commission # DO 827096 Bonded Through National Notary A sn •,una•` Bonded Through National Notary Assn. � NOTE: TWO (2 S G A U E A REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY SECTION TOWNSHIP Li RANGE - MAP NO. ZONINGID LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # bL5 1' FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER. SPRINKLERS STORMWATER -C- LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 1 AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF ✓ NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES IIIDATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION -SEA TURTLE MANGROVE COUNTER- REVIEW- __. • _. REVIEW REVVIEW REVIEW REVIEW REVIEW DA`TRECE VED DATE COMPLETEDF12VO _ 11 INITIALS Continental Florida Materials Inc. ' , conTinenTR116 13450 W. Sunrise.Blvd., Suite 430 Sunrise, FL 33323 ` H E 1 DE LBE RG C Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his 666t�41a jitJOC1FFF VVJdd VJiiilliiiYYY 1��99[[!! !11 iiildtf777��I1EE11l�PMMrIIII 944444�U cement mixtures -get into eyes, rinse immediately equipment. Drivers are not permitted to pp� M0 7 — Q and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his FORT PIERCCE (B) CQ')-K ff-- E PLANT particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3778 SQL V Y T•/ FMAD respiratory protection, could cause eye or nose I acknowledge that I have received and ` S 1.--'j 64 2.441 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request, PURCHASER/PURCHASER SAGENT. 'P.O. NUMBER/ ORDERED BY SOLD TO RR:+ONEY HAIL B C ONUIETIM QUANTITY QUANTITY QUANTITY THIS LOAD I ORDERED DELIVERED Truck # Plant # Calcium)/JG Air entrain 10 9 8 7 6 5 43 1 1 " PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER I TIMETICKETED DELIVER TO ORDER e 59 9 456-ID DLII-G-'E fdEl"1F_ - FT I•''.ERC Concrete Disposal: PRODUCT PRODUCT DESCRIPTION UNITOF UNIT CODE MEASURE PRICE "lr, yr a `, ev4�'��f F'��'li P'.'y. Itt� F=l Slump Due at Job Use of Concrete `Super Plas. Drivers Name ❑ CONCRETE TESTED Ytaliil 1,11 I+ir; Nil. I I =in SUBTOTAL TAX TOTAL yds EXTENDED PRICE. veuvery insirucuons CUSTOMER 1. WARRANTY: The materials sold by Continenta to Materials Inc. (hereinafter "Continental") are warianie 'year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lie I other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials, supplied, the purcha w 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 inci.j.iing, 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. EXCL.U....S{VE.._R...EME..D....Y: 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 of 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 se vices purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages. including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or.cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its safe to the, purchaser's use of goods, materials or services sold by Continental. 3.' DUE.,D....ATE`. Payment for all credit sales Is due by the 14th of the month foilo`wing 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 grid 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 foraileged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. . , 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11:WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 1 ZENVIt3MENTAt CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPk0NIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.T.E...CHN.I...C...AI-.ASSI.STAIVCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.5AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the, existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes 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 an behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. r 1-MAR-2012 20:23 FROM:SOUTH Cn'71PT 7723446042 i f or- I evam �r PEST C M CK II IURW 4 I J l i�wrar��e�ri li Stlmdlm va"Im .s - 10 tdo FftsWNO X,- old& Tmdg*mum nm .fTrm� Tn-4626443t I be REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: St. Lucie County COMM. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 PERMIT NUMBER; F h. (561) 462- 2165 F• ax (561) 462-1735 PROPERTY ADDRESS: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EX,-"*EED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above sti:j.ted purpose only, and there will be no occupancy of any type, other than tl�at permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by Lill terms and conditions of this agreement, including Building Division Po[cy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise row or in the future out of this transaction, including any damages which may be in:.urred due to the disconnection of electrical power in the event of violation of thA agreement. Ignarur C Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: February 2, 2012 Re: - Lot/Block: Address: 14560 Dulce Real Ave Project: The undersigned herebv certifies that insulation has heen installed in the ahove deserihed nronerty as fnlinws! 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: lRock Wool Blankets Density: Foil R-Value: [Aluminum olyurethane ther 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 9 1/2 lFiberglass Blankets Manufacturer: Fiber Tek JRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: lFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets -Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose _ R-Value: _ Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wo _lZels s Thickness in inches: 9 1/2" X Fiberglass ankets Manufacturer: Fibertech Spray -on Cellulo Density: Polyurethane ,.�tintosl R-Value: R-30 Other , Gie r%='"' 5. The following have been insulated: CBC1254039 Competency # Wynne Building CorpProfessional insulators of South Florida, Inc. General Contract/Builder Insulation Contractor .5 Ly, F:L. 17-JAN-2012 06:51 FROM:SOUTH COAST-, 7723446042 TO : 4r-,P- G,4435T26443 ui/u4f201:4 12:40 (/24b;46443 7 PERMIT BUILDERJCpNTP,At TOR: PEST C ;'ONTROL COMM' PEST CONTROL LICENSE We, the undersigned, hereby c subterranean ttwnft5 in a=' Squam feet of area treated:.. Percentage of salu,tion: Dam aFTmtinent: Foodnq 1a Treatment Re-Tmd Treatment / Re -Treat �/ „other —1t Treatrnmt Re -Treat IV m, Thera must be a eempkeo Sze wbep vPbydoAt ft awpece feu AC2.6 CWOTOW arm dAba pm*kd to rmAe pvwft a copy for the pawn d e Gf9' gfjcil pt7VMC C/r@ podud Uw d, a4=W W4 Ma"t con (mod prkr to lies/ 6wAd+ V St Luck fit" r"ukft for —1300 VlFglnlo Ave !rout P4QM%, FL 34982 162-2272 Fax 7724W ATE OF TERMITE itucnoN SOIL TRI 308 ADDRESS! ,VENT :NT c enr tbak v a have pretreted the ebm a desoibed consbvMn f+ar with the standards of the t+Nattonal Fast Control Amdatlon. themicb used.,.. Total gallons ase+d: / Z- Time of Tm0 P.1/1 PAGE 01/01 ,_Slab —„ 1$' Treatment Rf -Tmat __-POOL; �� :Treatment INA 1 u ti®1 Rq rremt �lgrKs F.. ,�Pefim er for Final Sgn&Wjt of Exterminator ro.' eodi r®guBja+d &wenwofC* �� rj, nrteYtt lh► iX ' of damftA MSVW n!SMtJhb&J� board r►� as d priV� bW& carted, l bankr mmMad for wma XAi'1e►wEtar►r fs ram.1f'W emyw &00b rnt s1r�1 xp�l, i ie final in n fur CA. a P�'o!�ent Ste-- __ ``mort.._ Yhe Pled an conTinenTr Continental Florida Materials Inc. (� 13450 W. Sunrise Blvd., Suite 430 0 f Sunrise, FL 33323 ` HE I D E L 6 E RG C E M E N T G ro u p Tel: (954) 858-0780 CAUTION! I Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the pY„Y# } }., i,l IiI h i ;l+ I; If$ ii��SuS ,ii III r,�i E!f +�!f f ii I'� i�l contact with eyes where possible and wash truck's own power, and where site conditions {l�,,IdQ Ul�� P{i 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 and get prompt medical equipment. Drivers are not permitted to add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his KA-L V Y i Y I particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose 1 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. TT PURCHASER/PURCHASER S AGENT SOLD TO 10 PURCHASER/PURCHASER S AGENT SOLD TO 10 9 8 6 6 4 3 Z 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET 44a �iiu:�I:. Yr !•'tk a..e_., :: L�!:�..1,'E'. L s=. QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED Truck # Plant # Slump Calcium Air Entrain Super, Plas. PRODUCT CODE DELIVER TO pp ``__ ! P-' JAJI 1.1w 1'4_�ti-. I I' Concrete Disposal: PRODUCT DESCRIPTION e i Y'a.' Due at Job Use of Concrete Drivers Name a Y+LI! 1 1'(211441 ❑ CONCRETE TESTED UNIT OF UNIT EXTENDED MEASURE PRICE PRICE SUBTOTAL TAX TOTAL yds Delivery Instructions CUSTOMER 1. WARRANTY: The materials sold by Continental FI Materials Inc. (hereinafter "Continental') are warranted fc ar from the date of delivery to be free from defects In material. This warranty is exclusive and is in lieu a her warranties (whether written, oral or implied), includin, warranty or merchantability or fitness for any particutpr 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 acid purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COl_,LECTION 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 Droward County, Florida. 5. MIX CODE/IOCATlO_..NS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DEL L.VE.IAY 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 DELIVFRY SI=: 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. it 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. (QUAN,TtTIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the deliveryticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity'of products listed on the Continental delivery ticket. 10.MINIMUM 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 T[ E: 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. 14.1EC LC ALABSISTANCE: 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 projector job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. Continental Florida Materials Inc. oTinenTR 1 Z 2 1 0 6 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 - y M E E Tel: (954) 858-0780 TGroup CAUTIONH Freshly mixed cemerit, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the tB �1 �1t pGyC(�M11 16 �'� � contact with eyes where possible and wash truck's own power, and where site conditions � j 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 and get prompt medical equipment. Drivers are not permitted to add water to the mix nor to go beyond the V treatment. Sawing, or grinding of concrete curb line, except upon the authorization of a=(, P h {r.� �(((,!� (;�) L [ f`di l'� $ �, ��l_4;!'I I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his t"9, S&L9 IT Z HD particles which, without the use ,of proper eye.or acceptance of risk for any loss or damage. �•r I' respiratory protection, could cause eye or nose I acknowledge that I have received and Est; =dCi'? ' f Ctt�l 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 k I d ' ddt' f t t P h /Pur haser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED InWals of Purchaser/Purchaser s Agent ac now a grog a i ton o wa era urc aser c Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME �,,,,('m"' ✓°"tea , 10 9 8 1 7 1 6 5, ' 4, 3 S 1 ,� PURCHASER/ .+' °' PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT - P.O. NUMBER/ ORDERED BY ZONE 4 JOB NUMBER TIMETICKEfED TICKET Lam`. .-i_(.-i:t _ e.i �r J:.1 .. � n �. r-i l-7 9 ssDrATE 1 pp 11904f 4.s.-tr}!20201 SOLD TO DELIVER TO G„L. a ft033NEY HALLS CGi` f'RF 1'E, 14.5601 i)-1 ILCE KAL FT 1 ' ERC Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 1.Uat7'�o!,fz11 3,1)n0 0 C� 2Ems:, I ;'ri L!iaY'a °!?71k1_fatlCv - - I Gi. t,{thy 1r1l)u I'j,, � 30. 00 ;,l02'G 7r507+ V� � K}.� �� r' :} �� $�, � � .1.,.�- i l _}�' ,� , �'.}t•7 l lk'14 o Truck # Plant # Slump Due at Job Use of Concrete 2402 15 113 SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name attvNrAlt,r` d, .rann TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions C11STOMF_R 1. WARRANTY: The materials sold by Continent, ida Materials Inc. (hereinafter "Continental") are warranty 1 year from the date of delivery to be free -from gefnts in materKl, This warranty is exclusive and is in lit ill other warranties (whether written, oral or implied), inclu.,,,v any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DU_E,.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 CODEILOCATIONS: 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 DELIVERYSITE: 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 rate at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket, 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.E.NVIRQNMENT8I<CH8R9_E: A $5.00 per load environmental charge will be assessed. ' I&SPECIFiCATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM 0-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90. Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the ;i approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchasef has mishandled the concrete ". after delivery. 14:TE.CHNI..CALAS_.S..I.$TANCE: Cantinentai 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. i6.MOpIFICATION_QF,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, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. nTinenTml Continental Florida Materials Inc. {� ■ 13450 W. Sunrise Blvd:; Suite 430 4 Sunrise, FL 33323 " a. IDLBERGCEMENTGroup yyr I Tel: (954)•858-0780 u CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the � �r �' �� L19 � M � ;�+� contact with eyes where possible and wash truck's ck's own power, and wheresiteconditions U U�� Gdtl iJ U jJ (J ill 11 (� i ll U� E U ljlj "4_ dP i-44 exposed skin areas promptly with water. If an p cement mixtures get into eyes, rinse immediately permit the safe and proper operation of his equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the y treatment. Sawing, or grinding of concrete curb line, except upon the authorization of ( tti �' 4 .f 6-E f 1 a) �.ONC PPE I E i�� _416', ,9 : • • r masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his , .a.zR , 'I'll7T F:0NO �F 18 particles which, without the use of proper eye or m acceptance of risk for any loss or damage. o yl�E., . respiratory -protection, could cause eye or nose i acknowledge that I have received and • �,tiy i -1; f_.'� ��..!• j IS 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. t• Agent \, TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser•/Purchaser's YARDS ONTRUCK / GALS OF WATER ADDED ADDED Agent request -• �,✓ r; PURCHASER/PURCHASERSAGENT P.O.NUMBERi r SOLD TO szr�li��l�_'v F-si^�L.i_!"3 4:+ �6'1i<; fah i•tw -r QUANTITY OUANTIT�Y I` QUANTITY Truck # ff Plant It Slump Calcium Air Entrain Super Plas. 10 9 8 7 6 5 4 3 2 1 PURCHASER/ PURCHASER'S AGENT Y ZONE JOB NUMBER TIMETICKEfED DATE TICKET DELIVER TO PRODUCT CODE Due at Job' E�:3rf:+ !"`Si Use of Concrete ��...tf:,f� 11+JI,�,L. S'•.i.=s�ti... - != 1 F' .CIi". Concrete Disposal: PRODUCT DESCRIPTION � UNITOF UNIT MEASURE PRICE Drivers Name - .. DY�f A I hY,. .D fi6�di•�.,? { is"!'S d. ❑ CONCRETE TESTED SUBTOTAL TAX TOTAL yds EXTENDED PRICE -pi r r Instructions JariE.tiri1�,Y-owl 1. WARRANTY: The materials sold by Continei orida Materials Inc. (hereinafter "Continental') are warrar r 1 year from the date of delivery to be free front ducts %�� mat�iraLTius'warranty is exclusive and is in __ _f all other warranties (whether written, oral or implied). including any warranty or merchantability or fitness for any particul Z 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 before installation to discover any defects. latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential; compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 101h of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. 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 arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and'accepts full responsibility to determine the location for the readymix concrete. 6. DE 3 IVE.R 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. ,Q.U...ANTITiIE5: ;his 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 purchasel's orc r. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7)' days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10..MINIMUM-L_0.....A...D_! 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 tt✓ill be allowed on pours exceeding ten yards. 11. AITN�§_TII IF:,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.ENVIfiC)N;v1LNTAl_CHARGE : A $5,00 per load environmental charge will be assessed. 13.5PECiFICATION: 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 acid any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.LOHNICA1LASSI1jTANCE: 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 SAFET.Y_.._D..A...TA: 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, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and. if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. HE Continental Florida Materials Inc. 1722116 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Deniers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the dP ° treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT C P I ERCE t E) J masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. r f 8 vI .L9 I I Z R N) 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. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME; 111'- % i i PURCHASERIPURCHASER S AGENT P.O. NUMBER/ORDERED BY SOLD TO F ONNEY IlALL.S QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED Truck # Plant # Slump 2410 1,17; `5 Calcium Air Entrain Super Plas. 1"0 9 8 7 6 5 4 3 1 1 PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER TIMETICKETED DATE TICKET DELIVER TO Concrete Disposal: PRODUCT DESCRIPTION UNIT OF MEASURE r' i0t0 PSI to 28 DA1115WTll SLABC.111 FIDC63' R.r 9.0 1 f3 f?S . Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED PRODUCT CODE is yds UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL °elivery Instructions eclat Instructions CUSTOMER 1. WARRANTY: The...naterials sold by Continental I Materials Inc. (hereinafter "Continental") are warranted ear from the date of delivery to be free frog defects in materiaF. This warranty is exclusive and is in lieu _. _.. other warranties (whether written, oral or implied), include„y —y warranty or merchantability or fitness for any pa,366',Mr 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: Purclaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential. compensatory, special. delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, -DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. 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 grid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODEILOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DE....L...L...........f------- ..L.TECON,DITLON.S: 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 Purchasers order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the deliveryticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM 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 boa 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.SPECIFICATIION: 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 0-90, 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.TECHN(CAL 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.SAFE1Y DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16,M_0.....D-.IF.I.CATIION-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 those terms, regardless of arty change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract f_, or purchase order, the terms herein shall prevail and be determinative. 2-NOV-2011 00:52 FROM:SOUTH COAST f \\\ 7723446042 TO:46P� 43 P.1/1 i VI iY/i.Vii i.f.iV ff.CYViVYYJ �� rILV iM'VV;Yv ` •rwy.. V.rr _ - till PWSAVB 772-" ftY CERTIFICATE OF TERMrMTMTNENT L C CONSMUCTION *OTC, Ttg1YMEPIT PERMIT : 7 j4B AaD r L c G+ ��4 BUIL DER/ MACE I ��.c� � Ll- PM CONTROL, CONTRACTOR; , PEST CONTROL 1 CENSE i //� . � We, the undmtned, hlt by MdW that we have Pft mgftd the aWm de=ibed Cb subte mm" ftm t+es in a=rdanm with ttte 03ft n ft, rd't: of the NaWnel Pat Cor tml Alsod Micft Square feet li area trsaWl; �9 SiDlll 1: Total VaRor i tad: c= Me of Tift&e Mme of Treftft&, 6fob X" TreaOTarit R01mat --...-_V* treatment a Ta�eatrrtettt v � Tmk -Re heat �oth' —i"Trvsbw t �Pce maWfor Frnal for► .�,Re-TMat I`�d C 0% . Nate: 7 m,&beaM4m&rei 0 iwWax o qv by+W bra! MW Of 46N* hqMcob7.arthe sdaaattl�d 1 °� �►1a�D &-Pjv� � Tcw.� ,. ditas 7ivi►baat Dowd ' '+ P> rllfe�mr r ss d�s+ada►�otlirrrr tie(, ► J ' Pr 9r pry used, yam` +fttm; om arnda a afdle ► t t an�f nuar�er ed s etserl, tae a p� � pr�br-tA�Ipu,R�►�al�'1�idau�ura� art �tt�li+ Sk �u� Gau � �� 11M1 Fnsp�aan ibr CO, a Stldc�ee *rr: wd -- NOV 2011 PL5 ., Norks Si. Ls�<;ov "aunty F9_ DUHKCI,BBRGER engineering & testing, inc. �,SI Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14560 Dulce Real Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1107-0185 Date Tested: 10/24/2011 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 10/25/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) ��$ YT.aliorafory�l?roctor j �, Dry Cone Density Resistance Moisture (pef) (tsf) (%) Minimum Percent Test Required Maximum Results Compaction Density (%) (%) Maximum Dry Density (Pcf) Optimum Moisture (%) 1 2 12 12 112 112 13 13 109.8 110.6 --- --- 6.2 5.1 95 95 98.0 98.8 Pass Pass 3 12 112 13 111.3 --- 5.2 95 99.4 Pass i JVFG U 1 ,GILL UVI151LY IM; I ASTM D 1556 fV— ASTM D 6938 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: 2529 Moisture: 638 NTestC''4'r � -�%� 1 i�L� So> Type t 1 "G gi,, it& g .i'�wxk.._..'�i.'0 .... ✓urP 0-12 i �Tes Location ,1'4560 Dulce�Rea1� Structural F><ll �'' F r � ` -� 33" i.:: 'N _ 5 .. SY:'�'y�t.s J`fi '��r w3......_�..._.._.�"-'•__,_..._...._.t��...�..u....._..�w+s..a.6>,.2.,5':.-,_..:t...J�._.:sd._...,...5`..-.�._?t.>...,+.�..........�.....-_..�-_.._.y:.:v.:r.,�..m.:_.s,ffi'..�, .w�::l...�.�_3=:" Front of house pad (footing subgrade) 2 3 1 1 0-12 0-12 Center of house pad (slab subgrade) Back of house pad (footing subgrade) i%cuiGuccLL w: � 5 � Soil '1✓5 $j. ._ yp 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: N U VO I M SL IV Other: incnes oelow top or tooting or slab subgrade cc: Client ... (1) ` Wynne Building Corp., B. Bailey (fiield)... (1) St. Lucie County Building Department ... (1) David T. Yo stro aig E. Dunkelberger, P. Senior ProjectNag Oct 2 J 2011 FL Registration No. 4993 The original of this report was signed and sealed by the registered engineer in accordance 4ith le 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion tSVLA 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. l 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 (10.3) Progress Report PR 30 JOSEPH E. SMITH, CLEF,,-' -F THE CIRCUIT COURT - SAINT LUCIE C717--7Y FILE # 3609966 OR B(; 3308 PAGE 1492, Recorded 07/15/201 12:35 PM X, AFTPR RECORDING -RETURN TOi PERMITNUMBERThL. til'nre i•,.;, ed lur r: r„nli„Lhuh- �J NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: -1 3 0 6 —1 1.1 — 0 0 01 —f) 0 0 ID SUBDMSIOrt�'s ��y^g)8 LOCTRACT LOT BLDG UNIT \v�r�lO�r��CSZ�CLQQh1K 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRYPTIONOFIMP ROVEMENT: single family residence 3. OWNER INFORMATION:' a. Name b.Address 8000 S. US" Suite 402f 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. US1r Suite 402, PSL, FL 34952 772—R78-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) T. Florida Statutes: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. 201— NAME, ADDRESS AND PHONE NUKRER: 0590 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 I year from the date of recording unless a different dale is specified) ; 20_ ........... --, .. — nv —P nwreeR Arl-R THE EXPIRATION OF THE NOTICE OF COMMENCEMENT Matthew Lyle Wynne Vice-Pr__e ident ignalure of Owner ors % Print Name and Provide Signatory's Title/Office Owner's Authorized O fr. cer/DirectorfPariner/Man age State of Florida County of S 1- T I I( i e Slims � The foregoing instrument was acknowledged before me this day of 20� Y gy Matthew Lyle Wynne as ✓ICE pQe�eD9Wf (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For Wynne Building Corporation (Name of parry on behalf of whom instrument was executed) Personally Known ✓or produced the following type of TD: DOROTHY ANN HAFNER Notary Public. Stale of Florida Ih 2u f%:Y �NN /ZAFi�E71 Pt 5 • e My Comm. Expires Oct 2, 2012 (Printed Name of Notary Public) (Signature of 41aryPublic) !�i` I�'gFw,1,�a,° Commission P OD 827096 Bonded Through National Notary Assn. Under penalties of perjury. I declare that I have read the foregoing and the the facts in it a belief (section 92.525, Florida Statutes). Signature(s) uf�i rrnr ner(s)' Authorize fficcrfDirector/Partner/Manager who signed above: By: Rc •. 0111)041007(R--ii) STATE OF FLORIDA ST. LUCIE COUNTY THI- •"'" nrnrirvTIli llTTUIC IC A T R' OR By Da Wks-__jiNE BUILDING CORPOR,-,,11ON 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie September 22, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14560 Dulce Real Permit # 1107-0185 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to an off -site location. If you have any questions I can be reached at (772) 878-5513. Thank you, l Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 ,J. No. I DESCRIPTION Code Section -2- BUILDING PLANNING (Chapter LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301'. 5) L� 5 Roof live load (Table R301.6) 3 7 Ground snow load N Weathering 61eu d L t! r d 4 Frost line depth 1L44 psf Termite area lfF Iq � J_jX ' v r psf Decay area A` 71a psf i3asic wind speed % ! f O mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. Z 1.1) 1 / 5 Seismic design category (SDC) [Figure R301.2(2)] yU SDC C&D provisions (R301.2.2) N %� Winter design temperature 5' 2 Ice barrier underlayment required %_ Flood hazards i`., /j4 EXTERIOR WALL LOCATION (R302) i IV/A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS R303 throu h R305 re'nimu tttrra' ----- ----------- Use ft2 Width cJUeilin fi ht Natural ventilation' Living 120 7'-0" 5'-D"a%floor area 4% floor area Dining 70 7'-0" 5'-0" 8%Floor area4% floor area Kitchen N.A. N.A. '-0" 8% floor area 4% floor area Bedroom 70 7'-0" '-0" 8% floor area 4% floor area Bathroom N.A. N.A'-0"t 3 square feet 1% square feet . See Sections R303.1 8 R303.3 for mechanical ventilation and artificial light t 6'-6" min. over plumbing tixtures- 0'_ Required heating (R303.8) SANITgTION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) , Floor surface noncombustible; sloped floor (R309.3) P 11 A' 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, 5square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) ////� Private disposal (Appendix/) it/ //4 Window wells (R3t0.2) GLAZING (R308) f 1-51 Identification (R308.1) Louvered windows or jalousies (630151.2) Human impact loads7fiaza-dous7bcations— (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309. i) Opening protection (garage to residence); _ 1'/e" solid. wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/Z" gypsum board on garage side, except 51s"Type X re- quired below habitable rooms (R309.2) -3- 1—tA Exit balconies (R311.2.1) Exit access or hallway >- 3' (R3f1.3) One exit from each dwelling unit (011.4.1) t/ Landings for doors (R311.4.3) Y"/119 Stairways; minimum width = 3'0'; maximum stair rise = 7314'; minimum tread =10" with 314"-11l4" nosing; minimum headroom = 618" (R311.5) A/ / Landings for stairways; minimum dimension 36" (R311.5.4) �V« Special stairways (R311.5.8) �i Ramp slope (1:12 maximum) (R311.6) N %A Ramp landing, minimum Tx 3' (R311.6.2) ILI /0 Ramp handrails; one required if slope > 1:12 (R311.6.3) cO"IZ00 (cunLu,) Under stair prote •-, (R311.2.2) DWELLING UNIT SEPARATION (R317) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311,5,6 - R311,5.6.3) Stairway illumination (R303.6, R311.5.7) Guards; required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) V_ Location and interconnection (R313.2) Two -I. dwellings: 1-hour fire -resistance rating (KJ17.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317,2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (13318) Required (R318,1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v Proteclion required (Table R301.2(1), R31g.1, 141-`�' Labeling (R314.2) Quality mark (R319.2 and R320.1.1) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) SITE ADDRESS (R321) WALL AND CEILING FINISH (R315).S Premises identification (R321,1) lame spread (R315.1) ACCESS�9ILITY (R322) Smoke -developed index (R315.2) Accessible dwelling units applicable (R322.1) INSULATION (R316) Flame spread (R31G.1) Smoke -developed index (R316.1) y Attic (R316.4) ELEVATORS/PLATFORM LIFTS (R323) Ul/ %/-' Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) / General (R324.1) L' Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) Sill plate bolting in concrete/masonry ='/z' di- ameter bolts or as required for unbalanced Fill !/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table —FQOTINGS-(R�-d3)----:------------------------------- ----—R�84�{21' &Soil bearing value (R401.4, R403.1) °Y 3 .P Foolings adjacent to slopes (R403.1.7) - ooting width (seepage 5) Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS R404 - R406) projection = 2" minimum, but 5 footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing fir " Footings in SDC .0 or D.(R403.1,2, R403.1.3 (Tables R404.1(1) and R404.1(2)] and R403.1.6.1), Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings.(R403.1.4, R403.1.4.1 and Maximum wall height Tables R404.1( 1 ) R403.1.4.2J R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- TABLE R403.1 I IJfl M WIDTH OF CONCRETE OR MASONRY Fa0T11 LOAD -BEARING VALUE OF 1,500 2,000 Conventional li ht-frame construction 1-storms_ 12 12 inches _- � (per 3,000 12 >_ 4,000 12 2-stor 15 12 12 12 3-stor 23 17 12 12 4-inch brick veneer over light frame or 9-inch hollow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 16 12 0-inch solid or fully grouted masonry 1-star 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa n op-^ mkgiawm feou ri widlh is 12 inrMs a single athe of solid or fully grouted 12-inch nominal concrete masonry unils is permilled. FOUNDATION WALLS (cont'd.) COLUMNS Maximum unbalanced fill height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404. 1. 1(5)] Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Minimum nominal. wall thickness [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1Anchorage (R407.3) � R404.1.1(5)]� Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables R404.1.1(ZJ - R404.1.1(5)j Steel columns (minimum 3" diameter, standard Height above finished grade (R404.1.6) weight) (R407.3) UNDER -FLOOR SPACE (R408) Sill plate size ( R404.3) Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade* (R405) Removal of debris (R408.5) Soil class (Table R405.1J Dampproofing if basements are below grade* Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-flbor space (R408) (Chapter 5) _ _F_L_OORS WOOD JOISTS AND GIRDERS (R502) Bearing (1-5" mtnl i masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6.1) Joists - Sleepinareas, LL = 30 psf (Table R502.3.1(73 Lateral restraint and bridging (R502.7, -- R502,7.1) Joists - Nonsleepping areas, LL = 40 psf - [Table R502,3.1(2)] l / Drilling and notching (R502.8) Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior f bearing walls [Table R502.5(1)] Wood trusses (R502.11) Girder spans and header spans for interior bearing walls [Table R502.5(2)] _ Draftstopping (R502.12) Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHIV- ` 503.1) Allowable span (T&�,u, � i503.1) ./vtEnd joints (R503,1.1) STEEL FLOOR FRAMING (R505) Cold -fa. - steel; applicability limits; in -line framing (R505.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) ,Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)J Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) A.G'ai de (R503.3.1) ' Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Fastening (R505.2.4) Floor construction (R505.3) C(�NC�'RETE FLOORS (ON GROUND) (R506) [[ Thickness: 31/2" minimum; Concrete strength _,-(R506.1) fill = s,,; 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 P 9 01.2(2)] �Vvindows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] - -- A-;�- -Stud-gFade-(R602-.•2)— -- -- - - - %'-� Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) 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) `y f Drilling and notching —top plate (R602.6.1) of S� Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] N Fireblocking (R60Z.8) r� Cripple walls (R602.9) Wall bracing method (R602.10.1 and / R602.10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602.ff) STEEL WALL FRAMING (R603) --�---Generah{R6t3�-1 Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) L.uNz I KUL; I ION (Cont'd.) SHEATHING (R604 and R60, INSULATING CON, '::TE FORM WALL CONSTRUCTION 1) Wood structural panels (R604) 1` —r Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) ,A- hr SDC C and D (R606.12) Unit masonry (R607) A /% Multiple wythe masonry (R608) L/ Grouted masonry (R609) Glass unit masonry(R610) General design (R611.1 and R6i1.2) Type of ICF wall design (R611.3 - R61l.5) Construction requirements (R611.7-R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 7612) P/+ Design basis (R612.1) WINDOWS & DOORS (R613) General; windowsills; 1 performance; testing and labeling ( ) _ WALL COVERING (Chapter 7) WALL COVERING (R702) �` Wood shakes and shingles (R703.5) Plaster material (R702.2) f 64 laster support (R702.2.1) ypsum board material (FR702.3.1) Gypsum board support, application and fas- tening .(R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) { Attachment and minimum thickness (Table R703.4) HOOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) _Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802, I.' Framing details (R802. ` " I I Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R002.3.1) Stone & masonry veneer (R703.7 & Figure —� R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer Pies: #9 U.S. gage wire or#22 U.S, gage by 718" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (windy 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.6) Exterior insulation finish systems (R703.9) Fiber cement siding (R703. 10) Lateral support and bridging (R802.8) y�-Sr JFraming of openings (R802.9) ✓� Wood trusses (R802. L.A. ZRoof tie -down (R802.' 1. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] _ With attic storage LL = 20psf Spacing � (/ 1 Species Grade Purlins (2" x 4" at 4' o.c. minimum) MAA I Span (Figure p �, 3.1 Size Bearing (R802., Cutting and notching (R802 : J.. 6 Engineered wood products (R802."j, b .� -7- RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] STEEL ROOF FRA . -i (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) 161 ?�_ Fastening (R804.2.4) Roof conslruction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, % Grade Thickness ATTIC AC S (R807) Access requirements (807.1) �-ZAIlowable TW allowable stresses/grading spans (Table P503.2. 1. 1(1,11 803.2,2 INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF GL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) Q/t Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical - ---- -- -Characteristics -identification_ R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) il'/'52 Wood shingles (R905.7) /!t04 Wood shakes (R905.8) �0' It -up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) !-� IZ� Thermoset single -ply roofing (R905.12) A// _ Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) h/T Liquid -applied coatings (R905.15) R,.�OOOF� ILAI ION (K9ft) . ZL General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- .1✓1111Y11YG t J t-INU r.1KtFLAUtb (Lnapiel 1yj MASONRY FIREPLACES (131001) Spark arre5.'": 1Ri003.9.1) Construction (Figure R1001.1 and Table R 1001.1) SDC D rein ford nglanchorage (R1001.3 and Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) R1001.4) L�_ j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and �� Flue area (appliance) (R1003.14) R 1001.6) Flue area (masonry fireplace) (R10D3.15) 5teelfireplace units (R1001.5,1J Inlet (R1003.16) I Lintel (noncombustible) (Ri001.7) Cleanout opening (R1003.17) G Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003,19) Fireplace clearance (R1001,11) Chimney crickets (R1003 20) Mantel and trim (R1001.11) Flreblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) % Corbeling (R1003.5) +� Changes in dimension (R1003.6) r - Additional load (R1003.6) Termination (R1003,9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004,1) Installation (R1004.2) FACTORY BUILT CHIMNEYS (131005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) A' 4 Intake size (R1006.2) ENERGY EFFICIENCY' (Chapter 11) Compliance; material and equipment � Building envelope (N1102) / (N1101.2, N1101.3) Mechanical systems (N1103) c� Climate zone (Table N1101.2) 'See energy conservation plan review record _ — MECHANICAL (Chapters 12-23) ri j f� Appliance labeling (M1302, M1303) . / Appliance access (M1305, M1401) JOl- j A pliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) ZlExhaust systems (Chapter 15) Duct systems (Chapter 16) t 57 Combustion air (Chapter 17) N 11 Chimney and vent location and terminations (Chapter 10 and Chapter 18) Al %/7' pecial fuel -burning equipment (Chapter 19) Boilerslwater. heaters (Chapter20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter -- 22) Solar systems (Chapter 23) CFI/ Penelrations of fire -resistance rated assem- blies (R317.3) Application (G24u,.,1 Pipe si . General regulations (G2404) Appliance location (G2406) l Air requirements (G2407) Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, / "' 5119 Sanitary and storm sewer location and depth (P2603, P2604) P11) / Piping support (Table P2605.1) IN Listed plastic materials (P2606) N lPlumbing fixtures (Chapter 27) C"/ Water heater size and location (Chapter 28) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) r Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misr, appliances (G2423, G2429 - G2453) system -design - Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) ��! ✓ Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) - A/ ! Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) 7y 114. Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) Service equipment and location (E3501, 3506) � Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507). - -`--Required-branch circulfs (E36a3)------- f NJ.� iring methods (Chapter37) t/ Required lighting and receptacle outlets (E3801, E3603) Devices and lighting fixtures (Chapter39) Appliance installation (Chapter40) IVIA Swimming pools (Chapter 41) ..—._L-y_�_—Ctass2 remote -control, signaling and power -lim- 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) V/41 Provisions adopted (R102.5) � Compliance with Appendix F verified -10- Provisions adoptE ,- 102.5) Compii' with Appendix G verified PATIO COVERS (Appendix H) Provisio�g adopted (R102.5) Compliance with Appendi � verified i PRIVATE SEWAGE DISPOSAL (A Of f P ovision adopted ( 0 .5) C lance w- Appe ix erified EX TI G BUILDINGS AND STR _ TURES (Adpendix J) ix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -t1- EE St. Lucie 1:ounty Building -& Zoning 2300 Virginia Ave F�pR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Btu i ldina Corporation will be using the following sub -contractors for'the (Company/Individual Name) �1 project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade, Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist - Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2Fh(17 Wateroroofina, LLC =1329592 Gas PERMIT ISSUE DATE: NUMBER: 1 O�" o too PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. L ' L Li ! -= SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / 0 State of Florida Certification Number gappiicable): I, JL ao 0 - z 4c; have agreed to be the (Company Name/Individual Name) rL �`�: c sub -contractor for 1 (Type of Trade) (Pri ary Contractor) for the project located at (Project Street Address or ropetty Tax ID �) V It is understood that, if there is any change of status regarding our participation with ithe 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) S GNATU�2E PRINTNAME DATE Business Name: �j�/�� c Zr- r` 27,, c- Address: C5 6 QGcJ" Gcs �Ct,.- �� rJ1 City/State/Zip: Phone: zz' email: OFFICE USE ONLY: PERMIT # ISSUE DATE a ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORtiOP 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 indquist 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) OR1GINA1,SIGI ATURES ARE REQUIRED 4_Z� /L Robert A. Case Vl SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT . FC� ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 82 8g State of Florida Certification Number (If applicable): CAC' 0 2 4 3 7 9 romfort 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 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry S G - PRINT NAME Zimmerman DATE Business ame: Comfort Control of St. Lucie County, Inc. Address: City/State/Zip Phone: OFFICE USE ONLY: •1 1 PERMIT # ISSUE DATE i ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT O. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofing-•& Waterproof inct,LLChave agreed to be the (Company Name/Individual Name) Rc)of; nrf sub-contractorfor Wvnne Buildinq 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 SIGNATL►RES ARE 1tEQUIRED Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: City/State/Zip: Phone: OFFICE USE ONLY: 1 PERMIT # ISSUE DATE ST.'LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\V\c 5-La-Cs #1306-111-0001-000/0; 617 34 39 all that part lazing T (Tax ID/Legaldescription/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. , Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS _ DAY OF u C- 20—& BY Matthew T,yIL- w3Znnc. WHO IS PERSONALLY uNOwnr TO ME OR WHO HAS PRODUCED PC A I ILL 01,11 LY".1 SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY m8egd9PANN HAFNER Notary Puhlic - State of Florida My Comm. Expires Oct 2, 2012 er; Commisslon # DO 827096 Bonded Through National Notary Assn. - -. Property Appraiser - St.Lucie Count- FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 6487 SPANISH LAKES BV ParcellD: 1306-111-0001-000-0 G Sec/Town/Range: 06 :34S :39E Account #: 4031 ti { Map ID: 13/06N Land Use: PRKG/MOBILE Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Wynne Building Corp 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH Address: 12804 SW 122nd Ave LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART Miami FL 33186-6203 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 22850000 Land Value: 8092500 Acres: 329.43 5/1/1986 1315000 02 CV 0502 / 0947 Assessed: 22850000 Building Value: 14757500 1/1/1984 674200 02 CV 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 474919.03 BUILDING INFORMATION Yamw66di psnyeE?iW f9 Exterior Features View: - RoofCover: - RoofStruct: ExtType: MHPK- MH Parks YearBlt: 1990 Frame: - Grade: Y_C - Commer C EffYrBlt: 1990 PrimeWall: StoryHght: 0010 -1 Story No.Units: 1071 SecWall: Interior Features BedRooms: 1477 Electric: - PrmintWall: - FullBath: 0 HeatType: AvgHt/FI: 1/213ath: 0 HeatFuel: Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site 1071 PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEW - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK4' Y 1 95 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prelid=130611100010000 7/15/2011 U, LLS 'co tlZ JJJ -� taLI CJ3 '� M_ (n Q LLI CC Z � LLQ Wi 2 N V-N d PQ FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A r nAE r n Project Name: Builder Name: WAYNNE Street: �'=�� ` Permit Office: City, State, Zip: FORT PIERCE, FL , 34983 Permit Number: Owner: Design Location: FL, Fort Pierce Jurisdiction: WNTRAO(MR COPY 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 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1451 a. Under Attic (Vented) R=30.0 1452.00 ft' b. N/A R= ft' 7. Windows Description Area c. N/A R= ft' a. U-Factor: Sgl, default 134.58 ft' SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft' a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft' SHGC: 12. Cooling systems c. U-Factor: N/A ft' 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 ft' 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 ft' EF: 0.9 b. N/A R= ft' b. Conservation features c. N/A R= ft' 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 1KBE ST,g2, this calculation are in compliance with the Florida Energy specifications covered by this 1•�O.t Code. calculation indicates compliance with the Florida Energy Code. +Me,.:,.-'�...,;;;.. PREPAR BefpEe construction is completed r DATE: (�/ tF�is building will be inspected for /compliance i1 if with Section 553.908 I hereby certify that this building, as ed, is in compliance Florida Statutes. with the Florida Energy Code COD y�rg i�� OWN_R% BUILDING OFFICIAL: DATE: DATE: _ 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 ' PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating % 2.5 % Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior, Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ftZ WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 20 ftz 1 ft 0 in 0 ft 6 in 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in 1.3 0.64 N 20 ftZ 6 ft 0 in 0 ft 6 in 1.3 0.64 N 6 ft' 1 ft 0 in 0 ft 6 in 1.3 0.64 N 39 ft' 10 ft 0 in 0 ft 6 in 1.3 0.64 N 30 ftz 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING Method SLA CFM 50 -- Forced Ventilation --- Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Wafts 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 ftz 382.8 ft' 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR— Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ftZ 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 ` DUCTS ---- Supply ---- ---- Return ---- Air Percent . # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ftz Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[X] Jan Heatin[X] Jan Feb XFeb �Xj [[X]] Mar [X] Mar [[X A r [Xj APr Xj Ma May X Jun X� Jun IX Jul �XXJJul X Au X� Au IX X Se Sep �Xj X Oct Oct X Nov Nov X Dec X DecVentin [X Jan X Feb [X Mar [[XAr lX] X Ma Jun X Jul Aug X Se X Oct lXj X Nov lXj X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRAC —---` -' •' = --_ K 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. i EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. _ Multi-story.Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. _ Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. _ Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 •- 1 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 CONTRACTOR C 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 11. Ducts SHGC: Tinted, default a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficienc "Code for Building Construction through the above energy saving features which will b installed (or exceeded) in this home before final inspection. Otherw' new EPL Disp y Card will be completed based on installed Code compliant fe e . o ,,IIE Sr�TB .,4 = 0 g�ignature: Date: v� Address of New Home �V� City/FL Zip: AV "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 F, - 9 ® ProJob: Wri htsoft Project Summary Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com • • •41 For: G'iZ-CK � _QA<��►�WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: T T, R -E . 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(ft2) 1452 1452 Volume (ft') 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Make Carrier Trade BASE 13 PURON HP Trade BASE 13 PURON HP Model 25HBB330 Cond 25HBB330 ARI ref no. 3252981 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21000 Btuh Heating output 30000 Btuh @ 47'F Latent cooling 9000 Btuh Temperature rise 27 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. q -+}t wr10fttsoft, Right-Suite(g) Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK EAWrightsoft HVAC1Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job: wrightsoft® Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fa)c 772-785-9144 Web: comfortcontrolofslc.com •ject Information,..'... For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 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 RR CTCO 1 All LO f)nc 13f10 AC AO Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK EAWrightsoft HVAC\Wynne Carp\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 Tr%-rAI C. AAGA 1141304 nG0r 4f%nn 4r%rV1 I \J I P1L17 I'FA I L I JO I LVLOJ I V V V I V V V Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsc3 t- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC+\ E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 +- wrrightsoftr 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 Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ftz 60.0 ft2 Ty Construction U-value, Or HTM Area (ft� Load Area (ft� Load number (Btuh/ff- °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U11 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 L G 1A-rlob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 D 11 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 12C-0sw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 Et1A-r1omd ID-c2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 1213-0bw 0.097 - 2.72 0.85 204 188 510 160 BO 80 217 6B L---D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 j Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -f}t- wrigr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 • -- wrightsoftm 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 6.5 It 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area ft 509.0 ' 45.5 ftz Ty Construction U-value Or HTM Area (ftj Load Area Load number (13tuh1fV 'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 'W It-- 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-Osw 0.091 1.080 0.091 1.080 0.600 0.091 n n a a a s 2.55 30.24 2.55 30.24 16.80 2.55. 218 23.54 2.18 26.27 17.40 2.18 260 40 0 0 0 0 220 0 0 0 0 0 561 1197 0 0 0 0 481 932 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 52 0 0 0 0 0 132 0 0 0 0 0 114 V+✓ r--C 1A-rlom 13A-50os 12C-Osw IA-rlomd ID-c2ow 12B-Obw 1.270 0.125 0.091 1.270 0.570 0.097 s s w w- w - 35.56 3.50 2.55 35.56 15.96 2.72 26.39 2.22 2:18 26.39 59:58 0.85 0 0 . 196 39 0 0 0 0 157 39 0 0 0 0 400, 1387 0 0 0 0 343 1029 0 0 0 0 0 0 0 56 0 0 0 0 0 40 0 0 0. 0 0 108 0 0 0 0 0 34 W W I--v I-G P L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 - 0.90 1.68 509 509 456 855 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 509 47 1768 0 46 7 247 0 61 c) AED excursion 1847 1 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 115 32 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 01 1 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 , 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 1 1 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r{r wr:car.xsort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC 1, E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 • +�+ wrightsoft, Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ftz 52.5 W Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,U 12C-Osw 0.091 n 2.55 2.18. 0 0 0 0 0 0 0 0 -G 1A41ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 6 6 213 158 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 �-ci 1A41omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 I:; 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0, 0 P 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 150 150 134 252 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 150 0 0 0 53 8 285 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 240010 10 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 TTotal room load 395 3487 1011 577 Air required (cfm) 19 160 150 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -r}r- wrigF�tsoft- Right -Suite® Universal 7.1.16 RSU05854 2010-May-05 20:35:12 AC;CK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page 3 +�- wrightsoftm Rig ht-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 MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heat/cool 8.6 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 18.0 ft 5 Room area 70.0 ftz 252.0 ftZ Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ft= °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.66 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 WJ t--G 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 163 153 390 334 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 119 89 227 194 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 Ej1A-r1omd 1D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 P 12B-Obw 0.097 - 2.72 0.85 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 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 252 252 226 423 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 70 0 0 0 252 40 1502 0 6 c) AED excursion 0 1156 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 101 0 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load -T-1 I 78 157 4186 5360 Air required (cfm) 4 7 205 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -ty- wr:ghtsort Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCta E:\Wrightsoft HVAC1Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 + wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft22F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V,U 12C-Osw 0.091 n 2.65 2.18 0 0 0 0 40 40 102 87 t--� 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L2 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 VN 12C-0sw 0.091 s 2.55 2.18 0 0 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 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 WI 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 _ 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 I--v Lt 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 PI 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 01 0 10 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 29 421 187 15 Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 391 521 250 Air required (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -F}+- wrigtmtsort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 • +}�- wrightsoft° Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 32.5 ft 8.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 12.5 x 15.5 ft 7.0 x 8.0 ft 5 Room area 193.8 ft' 56.0 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ftk- °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 Val 12C-Osw 0.091 n 2.55 2.18 124 124 316 271 0 0 0 0 L-G 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 100 80 204 175 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 T--G 12C-0sw 0.091 s 2.55 2.18 36 36 92 79 0 0 0 0 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 64 64 224 142 W 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 194 194 174 326 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 38.02 0.00 194 33 1236 0 56 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 1 0 0 1 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 Total room load 3594 1799 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -04- wrGghtsofg- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 c MiTek., POWER TO PERFORM." Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. RE: M11311 - Grand Carlton 9' Porch Site Information: Customer Info: Wynne Building Corp. Lot/Block: Address: n/a City: St. Lucie MiTek Industries, Inc. 6904 Parke East Blvd. Project Name: Grand Carlton- 9' porch Modelampa, FL 33610 4115 Subdivision: State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date No. I Seal# ITruss Name 15/11/011 Date 1 IT4075043 JA5 5/11/011 118 1 T4075060 I KJ8 12 I T4075044 J A6 1 5/11 /011 1 1 1 1 1 J CON' 1 1 1 1 1 1 1 1 1 13 IT4075045 IA7 1 5/11/011 14 I T4075046 J A8 1 5/11 /011 15 I T4075047 I A9 1 5/11 /011 16 I T4075048 J A 1 5/11 /011 17 I T4075049 I GRA 15/11 /011 1 18 IT4075050 IGRB 15/11/011 19 I T4075051 I J 1 15/11 /011 110 I T4075052 I J2 15/11 /011 Ill IT4075053 JJ3 15/11/011 112 I T4075054 J J4 1 5/11 /011 113 I T4075055 1,15 15/11 /011 114 I T4075056 J J6 1 5/11 /011 115 I T4075057 J J7 1 5/11 /011 116 I T4075058 J J8 1 5/11 /011 117 I T4075059 1 KJ7 1 5/11 /011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2013 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. t1111111titl,��i Q'rX•'�,�C E•N SF•�'9,y •� No 581 '• STATE OF ' UJ 11111111100 O1100�� FL Cert. 6634 May 11,2011 ORegan, Philip 1 of 1 Job Truss Truss Type Oly Ply Grand Carlton 9' Porch T4075043 M11311 AS SPECIAL 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 4 1-0-U 7-8-5 10-6-4 17-0-0 20-0.8 7.140 s Oct 12009 MiTek Industries, Inc. Wed, -May 11 12:03:02 2011 Page 1 26-0-0 35-0-0 7-8-5 2-9-15 6-5-12 3-4-8 Z. 5-11-B 7-8-0 Scale = 1:61.3 4.00 12 5x8 M1120= 6 II 2x3 M1120 2x3 MII20 II US MII20 % 7 3x6 MI120ZZ 2x3 MII20 �z 4 5 8 3x4 M1120 3 9 01 2 14 t0 11 N 7x10 M1120 = 15 d 16 d 3x10 M1120 % 13 12 3x6 M1120 5x10 M1120 = 2x3 M1120 2.00 12 i 10-6-4 204-8 26-0.0 34.0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. 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 TES 910 1) Unbalanced roof live loads have been considered for this design. jt` 1.#-1j J ,�� •' 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �� Q •j A� f# DOL=1.33 plate grip DOL=1.33 �% ��' •' E N s •• 92 �i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�•" (�xX.'• �.� 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 .� .. bottom BCDL = 10.Opsf. ► 1� i between the chord and any other members, with X 5) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of ; P bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint= -0 � �t l Y � .`. 10. :� �;� ;ATE OF LLB 44/ LOAD CASE(S) Standard' T� O P •� \�� FS; • R •. O \� • 1� � ON A` E.�. FL Cert. 6634 May 11,2011 L WARNING • Vera•& design parameters andRBAD NOTBS ONTAISAND INCLUDED Aff=RHPBRENCE PAGEM-7473 rev, 10-'08 BEFORE USE. MASNx Design valid for use only with MiTek connectors. This design is based only upon parametersshown, and is for an Individual building component. Applicability of design paramentersand 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 M)Tek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding wE —P Fo fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qua91y Cdteda, DSB-89 and 6CSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075044 M11311 A6 SPECIAL 1 1 Job Reference (optional) Chambers Tniss Inc., Fort Pierce Fl. 34982 n �1-0-Q 8-11-11 1F.-0-0 19-0-0 70.4-8 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:03 2011 Page 1 26-4-0 34-0-0 35-0.Q -01 �1-0.0 8-11-11 6-0.6 4-0-0 1-4-8 5-11-8 Scale = 1:62.6 4.00 F12 5x10 M1120 % 5x6 M11202 5 6 2x3 M1120 3x6 M1120 % 3x4 M1120 3x6 M1120 4 m 3 7 8 d, N 2 14 ;J 1 6x8 M1120 = 13 9 t0 m I^ d 3x4 M1120= 12 d 11 3x6 MII20 3x10 MII20 � 2.00 12 5x6 M1120 = 2x3 M1120 11 i 10-6-4 15-0-0 20.4-B 26-4-0 , 34-0-0 10-6-4 4-5.12 S-0-B 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=412/277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads e been considered for this design. 1 0 1&� 2) Windt ASCE 7-05; 140mph (3v econd gust); TCDL=4 2psf BCDL=3.Opsf,, h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `01t,�0 DOL=1.33 plate grip DOL=1.33 G9 3) Provide adequate drainage to prevent water ponding. \x\\'••�C•E.J� S •• ej♦ '� F •••• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q \ 2 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 a) •, %- " y 2' 6 between the bottom chord and any other members. 6) Bearing 2 considers to value using ANSIIrPI 1 angle to formula. Building designer should verify capacity of-- it ; �i' i ,f; at joint(s) parallel grain grain bearing surface. �' — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift atjoint 2 and 875 lb uplift at joint= I� ! %i" 9 MATE OF ' •w: LOADCASE(S) Standard Ft Op:,•\�,� FL Cert. 6634 May 11,2011 WARNING- Ver�(f}j desigreparamete and READ NOTES ON THIS AND INCLUDED AUTEKREFERENCE PAGE M-7473 re, 10.08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o rcnFaa+a- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI7 Qualtiy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075045 M11311 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fart Pierce FI. 34982 .1-0-0 8-11-9 '13-0-0 2'I-0.0 7.140 s Oct 1 2009 MTek Industries, Inc. Wed May 11 12:03:05 2011 Page 1 26-0-0 i 34-0.0 35-0-0 -0 1-0.0 8-11-9 4-0.7 8-0.0 5.4-0 7 Scale = 1:62.6 4x8 M1120 4x8 101120 4.00 12 4 5 2x3 M1120 3 3x4 M1120 6 2 „ 1 7x8 M112011 7 8 N Ir dN 1d 3x10 M1120 = 10 9 3x6 M1120 5x12 M1120= 2.00 12 2x3 MII20 I I 10-6-4 13-0-0 20-4-8 i 26-0-0_ 34-0.0 10-6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ede 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007rTP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=130510-8-0, 7=1305/0-8-0 Max Horz 2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=3033/1827 BOT CHORD 2-11=3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10=-1032/675, 5-10=116/454, 6-10=-617/510, 6-9=0/255 NOTES roof live loads have been gonsidered t! ! 1 !! j11r! 2) Windt ASCE 7-05; 140m hanced 3-second TCDL=4.21 sf BCDL=3.0 sf; h=14ft; Cat. 11; Ex C; enclosed; MWFRS P( gust); P P P (low-rise); Lumber ,,,I1t ( ) O �! DOL=1.33 plate grip DOL=1.33 R �9 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for 10.0 bottom chord live load nonconcurrent with any other live loads. ��'.•� C E•N S • • �s� ••�. �'.� a psf • 3-6-0 Q • 2 tall by 2-0-0 fit •• i_ 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle wide will •ref �•'�� between the bottom chord and any other members. 6 ram. 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. ;r / i 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at joint, ! 7. ✓,� � �T`AT E U F � +� • LOAD CASE(S) Standard p Q• \ %�,�� • 4 A ,`� O S O.. 1•• �%% FL Cert. 6634 May 11,2011 WARNING -VMfl desigrr par netars and REW NOTES ON THIS AND LWLLmED bIITEKREFERBNCB PAGE M-7473 rev, 10208SUORRUSE. a Design valid for use only with MTek connectors. This design B 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 ��-��•Y Is for lateral support of Individual web members only. Additional temporary bracing to insure siabirity during construction is the responsibilrity of the WOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding o -R.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075046 M11311 AS SPECIAL 1 1 • Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 it-0-0 8-11-9 11-0-0 15-8-0 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:03:06 2011 Page 1 20-0.8 23-0-0 26-1-3 34-0-0 35-0-0 1-0.0 B-11-9 2-0-7 4-B-4 4-8-4 2-7.8 3-1-3 7-10-13 1-0-0 Scale = 1:62.6 5x6 M1120 = 2.3 M1120 II 5x10 M1120 3x4 MI120—_ 4.00 12 2x3 M1120 \\ 4 5 6 7 2x3 M1120 3 8 c5 2 '^ 1 13 9 I 10 I'° d7xB M1120 = d 3x10 M1120 = 12 11 US M1120 2.00 12 5x12 M1120 = 3x4 M1120 = 10-6-4 20-4-8 23.0-0 i 34-0-0 10-6-4 9-10-4 2-7-8 11-0-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puriins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-1327/2666, 5-6=-2687/1741, 6-7=2687/1741, 7-8=2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454. 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=-346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this °°° J 11 lOI Pt r.4,d 2) Windt ASCE 7-05; 140mph (3-second gust); TCDL=4 2psY BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber 0`1° DOL=1.33 plate grip DOL=1.33 >> \p . �9 dr♦ 3) Provide adequate drainage to prevent water ponding. ��\� ;.•i c•E N S • • •'.• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q F 2 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 a -S 7 •, between the bottom any 6 chord and other members. 6) Bearing at joint(s) 2 considers to value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ofZ �i' 1� i/•; / 1� parallel grain ; bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at joint- 9. - E OF LU �.t1' LOAD CASE(S) Standard e �`� O P • \�44/e t♦��•, •OR,•• E�� AL f111111111°° FL Cert. 6634 May 11,2011 �&WARNNG-Vert'fljdesigapa nriete mdREADNOTESONTAISANDtNCLimEDR9TEKRUPERENCEPAGEM-7472mv,10-'08BSPOR&OSE, �R• Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component. ii��YY3 Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the NI)TSW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F ...... fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075047 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 1-0-0 9-0.0 14-8-14 20-4-0 7.140 s Oct 12009 MiTek Industries, Inc. Wed,May 11 12:03:08 2011 Page 1 25-0.0 34-0.0 35-0-0 1 0.0 9-0-0 5-8-14 5-7-2 4-8-0 0 0 Scale = 1:60.3 This truss is NOT symmetric. Proper orientation Is essential. 7x10 M1118H 3x4 M1120= 2x3 M1120 4.00 12 I I 7x10 M1118H 3 4 5 6 2 7 m 1 8 I6 d 3x5 M1120 % 14 13 12 11 10 9 3x5 M1120 3x6 M1120= 3x4 M1120= Sx8 1411120= 2x3 M1120 II 2x3 M1120 I I 3x6 1411120 = 9-00 14-8-14 20-4-0 25-0-0 i 34-0-0 , 9-0-0 5-8-14 1--71 4-B-0 9-0-0 Plate Offsets MY): 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d 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(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007fTPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS (lb/size) 2=692/0-8-0, 11=153410-8-0, 7=385/0-8-0 Max Harz 2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=365(LC 6) Max Grav 2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1159/711, 3-4=491/387, 4-5=-382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11 =-1 362/875, 5-11=-293/254, 6-11=-1054/671,6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design.j�� dldd 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 `0% 3 O' DOL=1.33 plate grip DOL=1.33 1` �p AF d, •E !� 3) Provide adequate drainage to prevent water ponding. era\�' Q C NSF •'. 4) All plates are MT20 plates unless otherwise indicated. �,Q` .•• \ ��opi 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 16 ••-`" P 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit; between the bottom * chord and any other members. .`„ �✓' .' i� �.,/ , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2, 948 lb uplift at joint 11 and 365 lb uplift at joint 7. / '/ � -d � �l�f ;; � ✓ : Q E FS) LOAD CASEStandard � ` dddds tO N `t. A- FL Cert. 6634 May 11,2011 A WARWNG-Veodesign parameters and READ NOTES ON THIS AND rNCLUDED AITTEICRBFERENCE PAGE IM-7473 rev. 10208 BEFORE USE. �.i:�c Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i-.--eca fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Qualify Criteria, DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075048 M11311 A COMMON 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 1-0-0 61-14 12-4-13 17-0-0 21-7-'t 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:02:59 2011 Page 1 27-4-3 34-0-0 35.0-0 6-7-13 5-9-0 4-7-3 4-7-3 Scale = 1:59.4 4x5 M1120 = 4.00 12 6 19 2x3 M1120 I I 18 2x3 M1120 11 3x6 M1120 % 5 7 3x6 M1120 3x4 M1120 % ,n 4 El 8 3x4 M1120 3 9 u 1 2 10 11 I� dIAA 16 20 21 13 d 3x8 M1120 = 17 — 15 14 12 3x8 M1120 4x6 M1120 4x6 M1120 = 2x3 M1120 11 3x8 M1120 = 3x8 M1120 = 2x3 M1120 11 i 6-7-13 12.4-13 21-7-3 i 27-4-3 , _ 34-0-0 r 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS (Ib/size) 2=1410/0-8-0, 10=141010-8-0 Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=2844/1509, 9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=584/951, 5-15=-298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. h=14ft; Cat. 11; Exp C; MWFRS Lumber 111111111111111 Is 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; enclosed; (low-rise); J 0 j DOL=1.33 plate grip DOL=1.33 `! e \p �E 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C • SF •9 n�v 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 �eQ�.'� !/,i between the bottom chord and any other members, with BCDL = IO.Opsf. truss to bearing 880 lb uplift at joint q '2 �- 2 and 880 lb uplift at joint.', 6 5) Provide mechanical connection (by others) of plate capable of withstanding 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, and 50 lb down and 21 Ib 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). VAT E O F : �44/ LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �� O \ Uniform Loads (plo R ee 11=-54, 2-20=-20, 20-21=-60, 10-21=-20 6ads � ONM- � % Loads (jb Concentrated Vert: 18=-50(F) 19=-50(F) FL Cert. 6634 May 11,2011, � WARMNG - Vertf y design parameters and READ NOTES ON 77US &M INCLUDED A'ff=RSFERENC%PAGE Iffl-7473 reo. 10•'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .- e ro fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSO-89 and BCS18uilding 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 ss Truss Type Qty Ply Grand Carlton 9' Porch 7GrR T4075049 M11311 A HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 1 1-0- 8-0-0 11-1-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 0-0 8-0-0 3-1-0 5-11-0 1 6-0 3-8-2 3-9-14 8-0-0 -0-0 (+)Top chord must be braced by end scale=1:61.2 jacks, roof diaphragm, or property 4x5 MI120 = connected purlins as shown. 11 14 9 3x5 M112D = 10x10 M1120 = 6 17 6x12 M1120 zzz 19 4.00 12 7x12 M1120 % 4 ur 3 7 8 12 13 15 16 18 21 � 5 10 3x6 MI120 = ' 2 22 1 23 ' 3x5 M1120 = 29 28 27 26 25 24 3x5 M1120 = 3x6 M1120 = 7x8 M1120 = 5x6 M1120 3x5 M1120 11 6x8 M1120 = 3x6 M1120 This truss is NOT symmetric. Proper orientation is essential. i 8-0-0 11-1-0 18-6-0 26-0-0 34.0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-5-0 Ed a 18:0-0-0 0-0-0 21:0-5-0 Ed a 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, B, 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 joint(s) 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 joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1),22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-10=-736/1100, 10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1100, +��091tt1®►j��1 9 11-052/411/1 151420123/474314 173-45/3 4, 17 191393/279 140/290, 6 9=-99/356, �•••,�c7rrrr 25-26=-354/461, BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=688/581, °°°,%\\'.•' C E SF '. 72,'�e� 24-25=-354/461, 22-24=-1144/1704 +� Q` .•��,.1 WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=482/421, 13-26=8321710, ► •, �- • I��y11g - 18-26=-1876/1617,18-24=-1020/1544,4-5=-440/524,19-20=-238/314,14-15=-472/441 + .' 7Q' • i ,� r 7k r 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 -• 'p : l� / �• L� , DOL=1.33 plate grip DOL=1.33 • ••�/ AZ E 0 F !(/ 3) Provide adequate drainage to prevent water ponding. • 0 4) All plates are 2x3 M1120 unless otherwise indicated. �: '� �`L Q Q;.• �$ `°� R • rir�iS • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •. 0 ,. • °°° 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 S '`SPt fit the bottom and any rO! i p { othersother 7 Provideeen mechanical connection b of truss to bearin late ca able of withstandin 393 Ib u lift atjoint 2, 1384 Ib u lift atjoint (Y ) 9P P 9 P J P 1 27, 1697lb uplift atjoint 26 and 711 lb uplift atjoint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at FL Cert. 6634 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. May 11,2011 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WARA7NG • Ver(flj design parwnaters and READ NOTES ON 7NlS AND INCLUDED bIIT'SKRSP6RENC8 PAGE lrA17473 reo, 10-'03 B&POR& USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is foron Individual building component. Applicability of design parameniers and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for Individual temporary bracing to Insure during is the the MiTeW lateral support of web members only. Additional stability construction responsibilrity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CtBeria, DS5-B9 and BCSI Building Component 6904 Parke East Blvd. So" Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Type Qty Ply Grand Carlton 9' Porch T4075049 V111311 IGRA IHIP Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 2 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 21-23=-54, 2-29=-20, 24-29=47(F=-27), 22-24=-20, 3-11=-1l26(F=-72), 11-21 =-1 26(F=-72) Concentrated Loads (lb) Vert: 29=-641(F) 24=-641(F) ,1�11911i1I////! 11 6 a. r ��••� $AfE OF 441J.�� `SS �. N A.. FL Cert. 6634 May 11,2011 ® WARWNG • VMJY deskgn parwneters and READ NO7BS ON TWS AND MCL UDED WTEKREPERENC8 PAGEM-7473 rev, 10•'08 SUORE USF- 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 Kv pp v� Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the iYl iTeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding paweR+e pcnraRw.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Cdteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Ply Grand Carlton 9' Porch �Qtly T4075050 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1 y1-o-Oi 7-0.0 13-8-1a 2o-a-o 27-0-0 34-0-0 35-0-0 i ao 7-0 o s-e 1a s-7-z s-&o 7 o a Scale = 1:60.5 7x10 M1118H % 3x8 M1120 = 4.00 12 3x6 M1120 = 2x3 M1120 I I 6x10 M1120 3 16 17 18 4 5 19 20 6 21 22 23 7 N n' N 2 8 9 N N 1 d d 3x6 M1120 % 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 = 2x3 M1120 I I 2x3 M1120 I I 4x6 M1120 = 3x4 M1120 = 7x8 M1120 = 3x6 M1120 = This truss is NOT symmetric. Proper orientation is essential. 7-0-0 13-B-14 20-4-0 27-0-0 2 0-0 7-0-0 6-8.14 6-7-2 6-8.0 7-0-0 Plate Offsets MY): 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psfl SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 M1118H 1951188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=329210-8-0, 8=59210-8-0 Max Harz 2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (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=-809/766, 7-12=-2675/1602,7-10=-1381762 TES t i tO 1[l�f�I,! 1) Unbalanced live loads have been for this design. roof considered ````��► 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 ,10 DOL=1.33 plate grip DOL=1.33 \ C E N SF •'. 91,�'i 3) Provide adequate drainage to prevent water pondQ ing. ti�` ••• 4) All plates are MT20 plates unless otherwise indicated. .�6 •,= 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o 1 _ 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint VC and 459 lb uplift at joint 8. •'� ATE OF 441 •, o 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, 1 4J 0 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 �28 lb up at 20-11-4,115lb up at 15,r�'.• it` Q own and 128 at l nd 128 lb up `O ,`l� • < down and 127-0-0 down a24-11-4, land15 1b47 0128 nd11 815 ••• �\�,` Ib down lb 11.4, 115 lb down b and 146 b down b up aton top chord, and O R aup and uplatd22 and up atb �4� SIO E� 0 437 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 N AL �t1 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 r/ p t t t i t l`,t's 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 May 11,20111 Continued on page 2 ® WARMNG - V--(& d-4,9n parameters and RRAD NOTES ON TW AND fWLILDED AAT EKREPERENCE PAGE 1,91-7473 rev, ZO-'08 BEFORE USZ Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for on Individual building component. q■ Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Hai Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTeic 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/TPIt Quality CrBerla, DSII.89 and IICS18uIlding Component 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Type Qty Ply Grand Carlton 9' Porch T4075050 011311 IGRB Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:03:12 2011 Page LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (Ib) Vert: 3=-106(B) 5=-115(B) 7=106(13) 15=-437(B) 10=-437(B) 16=115(B) 17=-115(B) 18=-115(B) 19=115(B) 20=-115(B) 21=-115(B) 22=-115(B) 23=115(B) 24=-45(B) 25=-45(B)26=-45(B)27=-45(B)28=-45(B)29=-15(B)30=-45(B)31=-45(B)32=-45(B) FL Cert. 6634 May 11,2011 WARNING - VerA design parameters and READ NOTES ON TAUS AND INCLUDED AIITEKREPERMWE PAGE I+EI.7473 rev. 10 '08 BEFORE USE. Design valid for use only with M1ek 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 g�n is for lateral supportof individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the IYI)��r k• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Por general guidance regarding ,o 0 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104116 Ply I Grand Carlton 9' Porch T4075051 N `1311 IA Chambers Truss Inc., Fort Pierce FI. 34982 Type ) TRUSS 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1-0-0 1-0.0 3x4 M1120 = Scale = 1:6.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL . 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL Vert(LL) Vert(Q Horz(TL) in (loc) I/deft Ud 0.00 2 >999 360 -0.00 2 >999 240 0.00 n/a n/a PLATES GRIP M1120 249/190 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting Max Uplift 2=-190(LC 3) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1). 2=125(LC 1), 4=16(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.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. connections. truss to truss 4) Refer 5) Provide truss to bearing 190 lb at 2. t t tO connection (by others) echanicalof plate capable of withstanding uplift joint mechanical connection ,,ttt 3 •�j��iQ��ro LOADCASE(S) StandardZZ `v��\\'�P;� 4 / s ?r3 F sslO Eo,� `�`• N AL ,tttattttttt FL Cert. 6634 May 11,2011 L WARNING, -Ver%design parameters and READ NOTES ON THIS AND rNCLUDED AUTEKREPE'RENCE PAGE 101.7473 rev, 10-'08 BEFORE USE, Design valid for use only with Miiek connectors. This design is based only upon parameters shown, and is for an Individual building component. C■i Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F" — —.-- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerfa, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 336104115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075052 M11311 J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page 1 1-0-0 2-0-0 Scale = 1:7.9 3x4 M1120 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz 2=73(LC 3) Max Upl=ft l65(LC 3). 3=-34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) 5) Pror Provide mechanical connection (by others) truss to truss tof truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. `0,��1 J 1 "O LOAD CASE(S) Standard cEN Cr-5 1 O 'il • (�iir;r x 0 F ' �O N A�- E o FL Cert. 6634 May 11,2011 ® WARNING • Ver(f tl design parameters and READ NO78S ON TMS AND TNCLUDFsD AUTElf REFERENCE PAGE 1101-7473 ran, 10•'08213PORH USE. Vola Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F... Pcw fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPH Quality Criteria, DS6.89 and BCS18uilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City, Ply Grand Carlton 9 Porch T4075053 M11311 J3 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:03:13 2011 Page 1 1-D-0 3-0-0 Scale = 1:9.6 3x4 M1120 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TP12002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) I/deft L/d 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load 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. Refer truss to truss ��I� . 5) Provide mlechanicalrconnection b others) truss to bearing late capable of withstanding 48 lb uplift at joint (Y ) 9 P P 9 P 1 3 and 204 lb uplift at joint 2. ,,i�� J P J 0 f LOAD CASE(S) Standard •V $;ATE OF :441- �FL Cert. 6634 May 11,2011 WARNING-V6r designp.,tersand READNOTES ONTHIS AND INCLtMEDAUTEKREPERENCEPAGE IM-7473rev, 10•'O8BEFORE 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 B responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �(��EC� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding —.— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBefla, DSB-89 and 5C51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9 Porch T4075054 M11311 J4 MONO TRUSS 4 1 Job Reference (options;) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page 1 1-0-0 - 4-0-0 Scale = 1:11.2 3x4 M1120 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(TL) -0.02 HOrz(TL) -0.00 (loc) I/deft Ud 2-4 >999 360 24 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationu' e REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=-215(LC 3) Max Grav 3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All 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 chard 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) rtruss to truss lof 5) Provide mechanicalconnecti n(by othe s) truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard -r TE OF • 40 1 r i�4*1 AL ON ti(It14 FL Cert. 6634 May 11,2011 AWARNING-llf i,%designparametersandREADNOTESONTmisAmwcumBDAurEKREPERENCEPdGE11111-7473ren.10-'08BEFOREUSE. • Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown fs for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responslbfllity of the MiTt'�'{s erector. Additional pemranent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pawca ro PcnFanw.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtiedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411 Job Truss Truss Type City Ply Grand Carton 9' Porch T4075055 M11311 J5 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page 1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 5-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:12.9 CSI DEFL in (loc) I/deb L/d PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(TL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 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 guide, REACTIONS (Ib/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift3=-123(LC 3), 2=-231(LC 3) Max Grav 3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=42psf; 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 123 lb uplift at joint 3 and 231 lb uplift at join 2. LOAD CASE(S) Standard t 4 T,11111a11fit., '0♦ 3 0'r A 7 • 7'� °fI♦ `� Q,Z�•.�C E N SF.�.92r�I '6 ' F Illll�e FL Cert. 6634 May 11,2011 'AWARNING-Vero desrgnparameters and RE6DNOTES ON TEISBND INCLUDED ht7TEKREFBRENCE PAGE 10-7473 raa. ZO'OBBEFORE USE. MAIM s Design 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 paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown r y IS is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibil city of the IVIi7®k0. 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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9 Porch T4075056 M11311 J6 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page 1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0.0 - 6-0-0 3x4 M1120 = SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.60 Lumber Increase 1.25 BC 0.51 Rep Stress Incr YES WB 0.00 Code FBC2007fFP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Grav 3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:14.5 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.06 2-4 >999 360 M1120 249/190 Vert(TL) -0.14 2-4 >476 240 Horz(TL) -0.00 3 n/a n/a Weight: 20 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 u' e 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 fil between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 May 11,2011 ® WARNING - Vertffl design pa meters andREW NOTES ON THIS AND INCLGUIED AUTEK REFERENCE PACE1ff1-7473 rev. ZO-'OS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral suppod of individual web members only. Additional temporary bracing to insure stability during construction Is the responsiblllity, of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding rvwca+o eca - fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfTPll Quality Criteria, DSB-89 and 8CS1 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 b ITruss Truss Type City, Ply Grand Carlton 9' Porch 1131'1 J7 MONO TRUSS 11 1 Chambers Truss Inc., Fo t Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page 1-ao 7-ao 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 FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 Scale: 3W--l' CSI DEFL in (loc) I/defl Ud 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 puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplif:3=191(1_C 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at join 2. LOAD CASE(S) Standard t/lilt$ 1 � i �• S5 ' TE OF •:�Z41 '0''srONA\ -- FL Cert. 6634 May 11,2011 WARNING - Idesign parameters and READ NOTES ON THIS AND INCLUDED AI TEtf REFERENCE PAGE ICI-7473 rev, 10 'OS EEPORE USE. �� e Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Ci1�i■C Applicability of design parameniers and proper Incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral suFport of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTekC erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding paw£R.o P£RrGRN.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Cdtedo, DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Informallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075058 M11311 J8 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:16 2011 Page 1 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/TP12002 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/deft Ud PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz 2=197(LC 3) Max Uplift3=-223(LC 3), 2=-286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1). 4=150(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard tt0�d`f, �)'TE OF :•441 4U . NA� FL Cert. 6634 May 11,2011 WARWNG - V.4fb design parameters and RBAD NO TES ON THIS AND INCL WED bf =JZIFPERENCR PAGE IM-7473 rep, ZO•'08 BEP ORE EME � A Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.�� Applicabirity, of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown temporary bracing to Insure during Is the the -�A•q� 81C is for lateral support of individual web members only. Additional stability construction responsibillity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 11f 1( rowca-rewr _- fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Crtierfe, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Type City Ply Grand Carlton 9' Porch JK'Ju7ss T4075059 M11311 MONO TRUSS 2 1 Job Reference to tional Chambers Truss Inc., Fart Pierce FI.34982 s-&12 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 0-10-1 1-5-0 6-B-12 3-1-5 Seale = 1:20.8 4 2.83 12 3x4 M1120 8 3 7 2 1 9 10 6 11 5 2x3 M1120 I I 3x4 M1120 = 3x4 M1120 = 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lot) 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 Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=439/695, 5-6=-439/695 WEBS 3-6=0/333, 3-5=802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 Thistrusssf bottom chord l ve load nt with any other ve loads. truss load Nord r has been designed for live of 20.Opsf on the bottom inallareas where allrectangle 3-6-0 3) a"t0 tall by 2-0-0 wide will fit �.41 between the bottom chord and any other members. `00 ,� �Q •7�`n�j 4) Refer to girder(s) for truss to truss connections. C N `SF �' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 4, 405 Ib uplift at joint 2 and .�`�Q` .•• �2 �i 249 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 Ib down e and 14 Ib up at 4-4-0, 5 Ib 6 �; o down and 14 Ib up at 4-4-0, and 57 Ib down and 74 Ib up at 7-1-15, and 57 Ib down and 74 Ib up at 7-1-15 on top chord, and 24 Ib up ate; �/'r , 1-6-1, 24 lb up at 1-6-1, 10 Ib down at 4-4-0, 10 lb down at 44-0, and 50 Ib down at 7-1-15, and 50 Ib down at 7-1-15 on bottom chorcla o The design/selection of such connection device(s) is the responsibility of others. l U 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). SKATE aF r��'. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 •:�t4/� "°.. �� ®j -.4 0 1 �!!�``•• Uniform Loads (plo j� % ` ®�,,SS�O 5 20 N A� .,% Lads Concentrated (Ib) `;; Vert: 7=1 O(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-1 O(F=-5, B=-5) 11=-50(F=-25, B=-25) FL Cert. 6634 May 11,2011 A WARNING - Verrflj design parameters and READ NOTES ON TAISAND INCLUDED FZT=REFERENCE PAGE IM-7473 rev, 10208 DEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an individual building component. . Applicability of design porameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Maio `' Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility IYI of the ) lr sic erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pa.--Pcera fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QuaBty Crlterla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty, Ply on 9' Porch T4075060 FJ M11311 KJS MONO TRUSS 2 1 ce o tional Chambers Truss Inc., Fort Pierce FI. 34982 i -1-5-0 7-&4 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 11-3-0 1-5-o 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 rl2 3x4 MII20 3 8 2 7 6 3x4 M1120 = M1120 2x3 II 3x4 MII20 = 5 i 7-3-4 11-3-0 , 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 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: 44lb 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 ouide REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/560 BOT CHORD 2-7=746/1060, 6-7=-746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,iiII 111111)11l between the bottom chord and any other members. `S% 4) Refer to girder(s) for truss to truss connections. 5 Provide mechanical connection b others of truss to bearin late capable of withstanding 229 lb uplift at 4, 373 lb uplift at 2 �� •• C E N �? �i (Y ) bearing P 9 P 1 P j r ee` S�•' 92 �s and 318 lb uplift at joint 6. :e Q�.••� 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 1,2 6 •, LOAD CASE(S) Standard �i i �'��•; 7k 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 , / Uniform Loads (pIf) Vert: 1-8=54 fl • �(��,' J'/ 44/ VAT �F a Trapezoidal Loads (pif) B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) r a �•'.�� Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, d `� Q `: •• \�4ee '•��` . o R `NN FL Cert. 6634 May 11,2011 & WA MM - V.4j%i design parameters and READ NOTES ON THIS AND DXL COED i177TBKREFERENCE PAGEI0BI.7473 rev, SO--'08 BEFORE USE. �� • Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown {-�• is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding w ,o -- fabrication, fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/a Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal orx-bracing, is always required. See BCSI. 1 „ 0' 2. Truss bracing must be designed by an engineer. For 2 3 TOP CHORDS c1-2 c23 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS gab 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O<� 3 �� O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U vb = designer, erection supervisor, property owner and plates 0- 'nd' from Outside o U all other interested parties. edge of truss. CL O 5. Cut members to bear tightly against each other. c7-e c6-7 cs a BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 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 ANSI/TPI 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 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS/LETTERS. 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-1311, 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 puriins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MiTek@ All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint � � v 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 project engineer before use. Industry Standards: _ ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. a and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.M is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM,''` ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 TYPE OF SURVEY:1 BOUNDARY PLOT PI COMPLETED ON: DESCRIPTION: BEING ALL OF 14560 DULCE REAL, 30 OF THE UNRECORDED PLAT OF FAIRWAYS I OF ST. LUCIE COUNTY, FLORIDA. I� ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION 0 R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT 15 0 = DELTA OF CURVE SCALE: 1 "=30' DATE: 10-19-11 DRAWN: CJM JOB NO.: 11-1197 DATE: ra 01, U/C TIE IN I FINAL TOPOGRAPHIC 10-19-11 3111pV9,Ynp.4; AIn1TE.c;. 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. 2 ►� 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. J� 12111CO065 F, EFFECTIVE DATE JUNE 30, 1999. 84. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE a CENTERLINE OF DULCE REAL HAVING AN ASSUMED BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: 1/6 -7 - ©i T s- Uj S89'51'19"E 51.95' 3 M N L LC) Op 1a.00'� 19.96 7 N-* Z r of PATIO of O 0 19.96' 9.0' 9.0' 0 � R AVERAGE TOP R G OF FORMS � 7.1' ELEyATION=26.08 20 ABOVE EDGE 7.5' i OF PAVEMENT F V) w j.. 5.33' T n DULCE REAL 20' PAVED ROAD 14560 DULCE ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping " Consulting 619 SW Biltmore Street *L1 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 f7280 Fax: (772) 340-2250 DSk'-�—ah Co. ateO Unit Approved` LAST FIELD DATE: 10-19-11 CERTIFIED TO: WYNNE BUILDING CORPORATION I hereby certify -that the survey_ shown".here6n. is. true and correct and is based cn actual;irusseurements;.takQn in the field. This survey meets the Miniinm Technical standards of Chapter 61017-Florida admi.nis a tive de. - ALES( NDErt J. P ofesslonal Surveyar;8c Mapper Florida Certificate iVo.: 6330