Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS
DATE FILED: PLAN REVIEW FEE: RECEIPT NO.: t/ PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: O ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED ' co t SI.- Lucig. County Building and Zonin/�g `J = 230Q,!irgmil Avenue NNE® 1 Ftl Pie'rce`,°Ftf 34982-5652 c` 772-462-1553 St. L Y e 4 uc�e Comfy r APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION L 1. LOCATION/SITE ADDRESS: ��j\C� N�.I�ey Spanish La es 2. PROJECT NAME:-_F a i rwa v SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. 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. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 2- SC I a 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: �J� BACK: " r RIGHT SIDE: \0 LEFT SIDE:'q 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: �O \� 15, SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: kDDRI f TTV- PHONE (DAYTIME): 0 7 2) 8 7 8- 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: ZIP: CITY: STATE: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. LUCIE COUNTY CERT #: 0 8 8 9 8 ST. ofFLREG.CERT#: CGC03599 BUSINESS NAME: Wynne Develo ment Cor .oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. USl , Suite 402 CITY: Port S t . Lucie STATE: FL ZIP: 34952 PHONE(DAYTIME): (172) 878-5513 FAXNO. 772-878-7656 Email: ARCHIT/ENGINEER: Braden & B r a d e n ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 3 4a96 PHONE (DAYTIME): (= BONDING COMPANY: ADDRESS: CITY MORTGAGE LENDER: STATE: ZIP: ADDRESS: ZIP: CITY: STATE: IMPORTANT n erinit is issued and it is not picked up within 6 dates_ after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT - TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all o will. be done in c fiph with all applicable laws regulating construction and zoning. tOwOR� T. TURERAETOR4S . UREA STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this I S 7 day of S T 20 l / me this S day of G'� S T , 20�, by Matt w TVI e Wynne by Matthew Lyle Wynne who is personally known Z or has produced who is personally known or has produced as identification. as identification. Signature of Nota Signature of Not """�• DOROTHY ANN HAFNER a•` DOROTHY ANN HAFNER : tea` n P6a,, Commission No. 32°, .`� �� Public -State of Floi Commission No. ;r Notary I ! State of Florida _. , » •: My Comm. Expires Oct 2, 2 • » • My Comm. Expires Oct 2, 2012 Commission # DO 82709 Commission # DD 827096 %,F°FF�°�• OF, F�°.• Bonded Through National Notary 1 '��.�••� Bonded Through National Notary Assn. NOTE: TWO (2) I N A IR D. EAC SIGNATURE MUST BEN TARIZED. A P Y FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, 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 - __ 4: (5- OD SECTION TOWNSHIP RANGE MAP NO. ZONING r ' LAND USE I , LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # f j� f 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER. n�, ,, I' (� j' SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD ff BLD PARKS IMPACT IMPACT FEE ACT 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 DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER- REVIEW REVIEW VIEW REVIEW - REVIEW. REVIEW DAIE RECEIVED DATE COMPLETED 7 a�r INITIALS e-FEB-2012 03:32 FROM:SOUTH rno,9,T 7723446042 TO-,4626443 P.1/1 W/C41-9191,Z 12:419 ffkqbzl, �L(; INhKqrI( HS PAGE R1 02 34982 FIft MR% " 2 2,1 -02-U72 nm CERT-IF JrE OF TERINIM ENT :CON UCFZON So;tL PERMTr #I. 1?63013 ADDRM: c ze)A' 5 BUILDBVMNTRACrPR: — 2025�11- PEST CONTROL COMWCT )R,- .14' PEST CONTROL. LIM& - We, ft undusfr4 huft mv"Nmpob 5Ubtmwmmhn in samor w1my d a vAth the s=dub of UM MM 11 GVMW AMMMM soom w it grin b thfn0mis used: ISE� 'o, F7;' T Pale otsaia�;Thad --lowni FW RWTMat or 199 Treaftaft AOW 77WONZWfWaampho if firfa0MW*WVMMWar eusdi FBCL04zo Cmm" af= "IM4 M4 Ong cow . mscm to PW"O* Ar Aq*Km*&mftEm St Luds ftemw Mquk" ftr owk4momterm a pp"Wft Me Ymsomt r -Iftbaft &W flaftbkmodef &A#a%ftvwbwo"q to be phmd en angladm&- , E R r Ui FEB .0 8 2012 Public St. Lucie Professional Insulators of South Florida FTC Insulation Installation Certificate To: K143L663-1sla cie CountyDate: January17, 2012 Re: ;0S6� Lot/Block: Address: Flores Ave Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: 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: Aluminum Foil R-Value: ]Other Polyurethane 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: Fiberglass Loose Fill Manufacturer: lRock 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: 10ther 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 I 10ther 5. The following have been insulated: CBC1254039 Competency # Wynne Building CorpProfessional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor Florida Materials Inc.'J conTinenT%Continental 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 r Tel: (954) 858-0780 -I E 1 D E L B E RG C E M E N T G ro CAUTION! !\ Freshly mixed cement, mortar, UNLOADING Drivers are prohibited u p concrete or grout' may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash exposed skin areas promptly with water. If any truck's own power, and where site conditions permit the safe and proper operation of his 1 Llt.If III !1 GL1J1+i111UUU9YY`� 11i{iitttt 8tl88UUU Jf. UIIIUUUr 000! 1 (((�977 111 IiiJJJ II!!! ���j into immediately equipment. Drivers are not to cement mixtures get eyes, rinse permitted g-� 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 �%6 p d O units may result in the release of dust the Purchaser/Purchaser's Agent and his 4•"T I-'.l 1:6"fp i'. {1 ti } 11 ej,li' HI':Yt-',' Flii I 1 masonry particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and _. irritation. The Material_ Safety Data Sheets for accepted the materials listed on this ticket. • the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's TOTAL WATER YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 " r� F rf' d ^'�i SAGENT I P.O. NUMBER/ORDERED BY :3 t i _ 1-3 SOLD TO QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Truck # Plant # Slump l nt"r Calcium Air ain Super Plas. PURCHASER/ r PURCHASER'S AGENT hr ZONE I JOB NUMBER DELIVER TO PRODUCT DESCRIPTION 4 3 S 1 TIMETICKETED I DATE Concrete Disposal: UNITOF UNIT MEASURE PRICE TICKET yds EXTENDED PRICE ?El.e� SAGENT I P.O. NUMBER/ORDERED BY :3 t i _ 1-3 SOLD TO QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Truck # Plant # Slump l nt"r Calcium Air ain Super Plas. PURCHASER/ r PURCHASER'S AGENT hr ZONE I JOB NUMBER DELIVER TO PRODUCT DESCRIPTION 4 3 S 1 TIMETICKETED I DATE Concrete Disposal: UNITOF UNIT MEASURE PRICE TICKET yds EXTENDED PRICE ?El.e� .I?c I 't't.r' !-trwi[1.3_f,11..Yti J'7 {_4..fYiP t'cl RE Due at Job Use of Concrete MJ -'SU&TBTALi Drivers Name :-� ,' TAX ❑ CONCRETE TESTED %!t.11'IE''+ (ffl`f`f_'ss TOTAL Delivery Instructions ('I tcrnnnCR 1. WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free frorn defects in material. This warranty is exclusive and is in lieu , a. other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement, Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. Z EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTiON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY S..L..T..E..CQNDITIONS: 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 shaif be responsibie for allcosts.and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser, Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay forthe 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.ENVIRON,,,MENTAI,..C..H...ARG,E,: A $5.00 per load environmental charge will be assessed. 13.SPECiFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTA_.NCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15 SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16,M_.O.DIFICATION OE_TER..M$: 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 noAn' y 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:�RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth, herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 4-JRN-2012 03:23 FROM:SOUTH ; -T 7723446042 "1626443 FSFlk14/"Ll7L d'L:4b I lzrt,t _ v 1 .`M.Sr 4r4ll %,.lI;Ljm P.1/1 r1mm all VA 54, Fort plikm , F. 34982 462-2172 Rx 772 t lot TE OF TERNM TREATMENT Rucy-lom soiL uulrMENT PERMIT #. / / r D .. 308 iiVl.►MESS.' PEST COMROL PEST CONMOL We, the unde trmd, he sin h ibw in square Meet W ema t tsd: ft=Mge o RDtiOm.6 Clue of Tmvnenh `.- JIa W llea atM& s M, m tb be p 1v Ay fYk ft dMW.. r =64.Zd cbtaaaft armw ~fi An7~w rftaNw ft4'QG pwmft,ocgwfar ftpmm C�rf sf�pra�te fyJre p�t0o fay aid=�iirhi l�el bad m wee Ime premabed ft obese de mObed wn*ucrtbn for w th the smda►w' of the 4+1atlmM FM Contrd AssKt%l. Z Chea cap cam: G�7!'1/SG� TOW gallons used• rme of iteat3 nut ---.Sub iltwemft LL..L-.--,. iie-Treat —ftftew ftr Ann] hawftn 1�r � 6eab� cwr�t smJ friti /br7» mt�'�r ar► fair, Haab trineofeady#Mpealiorrarrfrirsa+ add l�►►arr�► de dr�er�tari rb, t*rpwer rorAa,az*m AIOW Mr, t1 'pe bD i+d WWWW OWOFAM&W &W gill rQV~PWdPCftW bMIftkV&& aMdM4 altlb , eVad4� 4ftl�s � � I'�fOPlil►1dJ'�¢�71P�t11�0! �e�tb�h,t MI►l�df�/I�Pdd' JAN 0 4 2012 tc Vgcrks Materials conTmEnTRL- 2 ®��f� 3450ontinental W. Sunrise Blvd., te430InC Suii ,sunrise, FL 33323 >7..= HEIDE EN9T Tel: (954) 858-0780 Group CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the, liLfrrByyERGCEMI{p 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 fiE 1 J J 1) 9 3 cement mixtures get into eyes, rinse immediately equipment. DrilArs are not permitted to .�—r� ,Ae2 ,rc / L L�f6 $� O 03'<� and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to t e mix nor to go beyond the curb line, except upon the authorization of FORT PIERCE (B) CONCRETC RI -ANT masonry units may result in the release of dust the Purchaser`Purchaser's Agent and his r �7 �JE LV I T Z ROAD particles which, without the use of proper eye or acceptance of risk for any loss or damage. + respiratory protection, could cause eye or nose I acknowledge that l have received and 5[+1—LP,64--7244 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 ficket. Agent TOTAL WATER vAR11C nN TRI ICI(7r.A1 S nF WATFRrAnnFn Annrn initials of Purchaser/Purchaser s Agent acknowledging addition of water at Purchaser/Purchaser s Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE 5835GS19 SLAB RODNEY SOLD TO RODNEY HALLS CONCRETE QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED ire �� it�o �� it�e t1►�t Truck # Plant # Slump �5fl6 13 S Calcium Air Entrain Super Plas. PRODUCT CODE 335MC 5098 5@99 Due at Job 10 9, " 8" 7 6 5 4' 3 S 1 +� e�wf PURCHASERS -AG JOB NUMBER TIME? DELIVER TO 14353 ISLA FLORETS 1 PRODUCT DESCRIPTION 3 001 PSI @ 28 DAYS PRF4il I=LIEL ENV —FEE; .. ... Use of Concrete Drivers Name . _ _ _ ❑ CONCRETE TESTED 1� �13ATE R TICin, 11 / 1353"�`�.3 ORDER0 33 IIU Concrete Disposal: yds UNIV6F UNIT EXTENDED MEASURE PRICE PRICE Cy _ ITqu_F .AN SUBTOTAL TAX TOTAL J Delivery Instructions t. WARRANTY: The materials sold by Cc- ---ital Florida Materials Inc. (hereinafter "Continental") are v,, -ted for 1 year from the date of delivery to be free from defects in material. This warranty is exclusive an( lieu of all other warranties (whether written, oral or implie ;luding any warranty or merchantability or fitness for any particular purpose. Continental's liability under an} nstahces will not be greater than the purchase price of the its 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. EXOLUSIVE RENjEEY: 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 qlaim, 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, WE_D,ATE: Payment for all credit sales is due by the 1 Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. C.O.........— ON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy avid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LQCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a, site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site.. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 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. _UANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. , 1 O.MINIMUM LOAD HAR-aE: All prices quilted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHN_t.CAL 7A.... ASSISN_C...E.: 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.,MQDIFIOATL.QN..OE:.T...ER- 5: 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. St. Lucie County -:; Building & Zoning Department 2300 Virginia Avenue ._ Fort Pierce,L 34982 F 772-462-2165 Fax 772-462-6443 Date: 42( Request for 30-Day Temporary Power Release Permit Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICA 1, POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPA RATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF T.H.F. REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and condo tions of this agreement, including Building Division P91icy, which is incorporated h erein by reference. 3. X11 conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled And the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 clays must be made in writing to the building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Oder issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUq."'IE COUNTY, AND "THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WINCH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ELECTRrCAL RECEIVED OCT 2 a 2011 Public V1ror!<s St. Lucie count, FL conTi n e nTnk Continental Florida Materials Inc. 13450 W. Sunrise Blvd., Suite 430 r 1721842 Sunrise, FL 33323 i-IE DELBER.E. p ,. II TGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under tffu Rol ;f �II �� � �111GCEM ) �II!i ! � d�g` I Ijlf d IJ contact with eyes where possible and wash truck's own power, and where site conditions the of his U r tl e UU exposed skin areas promptly with water. if any permit safe and proper operation cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to meQ d and repeatedly with water and get prompt medical treatment. Sawing, add water to the mix nor to go beyond the line, the ? or grinding of concrete curb except upon authorization of t-0 RT P { r ; Q V. i 4 ) , ; ti_.S�l � C masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his / „/ r, t 3 E L..1 T (ZU 0 particles which, without the use of proper eye or acceptance of risk for any loss or damage. • ' -' r. respiratory protection, could cause eye or nose I acknowledge that I have received and `(G; 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. AAgent g TOTAL WATER YARDS ON TRUCK / GALS OF WATER ADDED Annen Initials of Purchaser/Purchasers Agent acknowledging addition of water at Purchaser/Purchaser s Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT c r PURCHASER/PURCHASERSAGENT,- SOLD TO^.,. i 7.0.NUMBER/ORDEREDBY �;i ZONE JOB NUMBER TIMETICKEfED DELIVER TO DATE TICKET {q;;I ,l 1, 9, �%Qkli•.__`! 6 ; 19 F, i ai••... L91._ :d d Concrete Disposal: QUANTITY 'QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE (0.Q* 40.00 ';0.00 !t;i„ti :ff'1, ({:i�f _,f„d,.IJf;J ,+;•4�, } y- jl...2, Truck # Plant If Slump Due at Job Use of Concrete- r'�;•tf ? ;,, `.a SUBTOTAL Calcium Air Entrain', Super Plas. Drivers Name- _ TAX r�Ef ❑ CONCRETE TESTED TOTAL `—� o o�G bt Delivery Instructions yds 1. WARRANTY: The mates 41s sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu ui du other warranties (whether written, oral or implied). includ...� _..y warranty or merchantability or fitness for any pas�icular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the materiari upon dellvery 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 agreornent. 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 fosses 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. COLLECT}ON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOC6TION5: The purchaser agrees to order the mix needed by product code and accepts full responsib !ity to determine the location for the readyrnix concrete. 6. DEL...i..V...E.R_..Y..._S.IITE„CON,DITIONS: 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: UNATi ENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damaa ) to products, property or for unsigned delivery tickets. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the orderas Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shalt 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.ENVIRONMENTgL�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.TEGHNl1Q8L.A,,,SS.ISTANCE: 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. 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, ,grees 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 1d all terms previously given to Purchaser that conflict with the terms herein, 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 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 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 chase order, the terms herein shall prevail and be determinative. co nTi n E n-r Continental Florida Materials Inc. 1721853 P i, 13450 W. Sunrise Blvd., Sunrise, FL 33323 Suite-430 k - • - .. ■ [ (� r Tel: (954) 858-0780 r�EIILI�TGI OUp CAUTION!! Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the Ori �� r �y� (� { (f�11 ¢ 'EI�{( � �Iul � f ��contact with eyes where possible and wash truck's own power, and where site conditiob `! tl0uu UUU999 1 iii UUUUUUUUU UUUU d 6 4411 exposed skin areas promptly with water. If any permit the safe and proper operation of his ' 3 5 3 7 8 4 'K 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 O treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT PIERCE 03) ("C' (CK—TE PI e-1111' masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 3 / 1A tiELV 11' RON) particles which, without the use of proper eye or acceptance of risk for any loss or damage. c. respiratory protection, could cause eye or nose 1 acknowledge that I have received and j •-•c; t-Rs} f u • irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket Curb -line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's the products sold by Continental Florida Materials Inc. are available upon request. I understand and agree to the terms on both the front and back of this ticket. Agent ' Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's TOTAL WATER YARDS ok TRUCK/ GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO dt?I:II3(IL-1f, 10 9 8 7 6 6 4 S S 1 PURCHASER/ � PURCHASER'SAGENT JOB NUMBER TIMETICKETED DATE TICKET DELIVER TO p i.3RDE1?;; x 141-3'&3 ISL.A Concrete Disposal:* yds .. . QUANTITY ... _ _. ` • QUANTITY _ ... _.. ._. QUANTITY " "PRODUCT'. ° DESCRIPTION ° PRODUCTDESCRI UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE P.AICE PRICE' tr f:'itft. i rlt, 01;d. 55KC. f�{t)p._�r`ti E TT1J. 5, 11- ��C _ l.f+ ifC+.i's . .21ia .X',fFrYFi,.f' g Yk's bg'Fra;+ 3 rat LEISt .._. ._ ,. ,. ._.. _ .. .,.. ._... _. p 14 -- Truck # Plant # Slump Due at Job Use of Concrete 2 �, a a:.arl� !� �. s `ry A SUBTOTAL Calcium Air Entrain Super•Plas. Drivers Name TAX bWt�it":0.- 1➢7y V• Oarlri Ll CONCRETE TESTED TOTAL Delivery I 1, WABRANTY; The rkyateri7s sold by Continental I , Materials Inc, (hereinafter "Continental") are warranted rear from the date of delivery to be free -from defects in material. This warranty is exclusive and is in lieu other warranties (vvilother written, oral or implied). includi—, -- -j warranty on merchantability or fitness R�, any par liicular 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 net limited to incidoillal, indirect, consequential, special or delay damages. loss of profits. or any other darnages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed kinder this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exchisive 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 Gable 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 DA'Ef:-: Payment for all credit sales is due by the 10th of the month following tile purchase date. The Purchaser agrees that all past duo accounts will accrue interest at 1.5% per month. 4, C.O.L..L..E..C.T.I,.ON,.-CO.S.T.S: 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 CODIFILAXATIQU.S: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, DELIVERY.,q!F-- ntal reserves the right to determine delivery whether the site; for deliverequested by the Purchaser is suitable for such delivery and Continental _j� DITj1QNS: Contine 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 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 uns',yned delivery tickets, 8, DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any ca.iso beyond its crytrol 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, QUA.—N.T.-I.T.I.E.S.: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for. alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 1 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 ton 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 $1.60 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.aSP—ECIFICATION: 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 [lie 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. 143ECHNICAL 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.SAFEiY..Q-A,TA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. I&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 other -wise 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 terry] 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 tort 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. c 21 35-, onM 13450 W. Sunrise Blvd., Suite 430 f �17 b Sunrise, FL 33323 o ■ " T r Tel: (954) 858-0780 Group B r1l�contact CAUTIONH Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under'The with eyes where possible and wash trucks own power, and where site conditions (J 11 exposed skin areas promptly with water. If any permit the safe and proper operation of his 1 3 J 3 7 / 0 il' 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 �Q,treatment. elf Sawing, or grinding of concrete curb line, except upon the authorization of F01:}LI_•.F{L E (,kl ) C01,1t..Vt IV.' 1-4_ha1,9'r masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his / �(!- ! IiUD"IiJ particles which, .without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that / have received and 58 j •4;.(•;y.--•V'24i i; irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials. of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK /GALS OF WATER ADDED ADDED - Agent request. 10 9 a- 7 kRCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO I`ODNE Y I•IAi..t_S CI.7t4lCRE'Ti= 6 s 4 s -s PURCHASER/ i PURCHASER'S AGENT • JOB NUMBER TIME TICKETED DATE TICKET DELIVER TO 'f.9 14:3Er:i 1(lil-A FI.f RVY"-:) I�IfI -NH j Concrete Disposal:. yds QUANTTTY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 10. 00 410, 00 i'/ > 00 i ; 1ii14'1 i'tJO(z) F`?,I EMI P6 1'iP*V1_1 J- l�t�4�I! ,L,�-i -jp..v t„7) t'r} (jie (}{%3a d_;,I, I" 3„S.;.I\�' f I.�lI..I fir, olll % f'kf .k ,4 :'!��_ ;f�..;;.k �;,W,,11t.- I"L.EL Truck # Plant # Slump Due at Job Use of Concrete SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name - U 0CUI?` TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions CUSTOMER A. WARRANTY: T'ie materials sold by Continental I Materials Inc. (hereinafter "Continental") are warranted ear from the date of delivery to be freEefrom detects in material. This warranty is exclusive and is in lieu or aii other warranties (whether written, oral or implied), includi._. __./ 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, ,oss 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 negiigerce, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, Incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% . per month. 4. CO..LL.EGTf..ON._CO._..5...T...S: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for past -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be droward County; Florida. 5, MIX. COD._.EJLOCAT.i_ONS: 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, propert,: 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. OUANTiTI.ES: 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 CHA_RGE: 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.WAli"ING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 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.TECHNICAI=ASSISTAN_C...E: 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.SAFEIY...DAT...A: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFIGATION 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. zo nTinenTR,6. Continental Florida Materials Inc. ;;ti v r(r, 13450 W. Sunrise. Blvd., Suite 430 a Sunrise, FL 33323 s ■ H E I D E C EIM Tel: 954 858 07B0 ) E NT t I y CAUTION.. Freshly mixed cement, mortar, UNLOADING Drivers are prohibit is B G G ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the ��Ul contact with eyes where possible and wash truck's own power, and where site conditions A. exposed skin areas promptly with water. If any permit the safe and proper operation of his l/ 3 ' cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to `£� ` a t and repeatedly with water and get prompt medical add water to the mix nor to go beyond the ' treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FOIRT PXE'RCII'-w W) i:ONi.:RE T I. °PLi 14T masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his - �7,. . c r., . 1''. ,,t_$ L ¢ �fW�11 parttc�les which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that f have received and 561 •-464--- Y i::4j4 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's the products sold by Continental Florida Materials Inc. are available upon request. I understand and agree to the terms on both the front and back of this ticket. Agent I I TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED WATERADDED Agent request. I ARRIVAL TIME START POUR TIME FINISHIPOUR TIME LFAVF .InR TIME PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY SOLD TO RtHif`• E Y' €4),L.L.S CONCRETE E QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED I ate Clio A 00" 10. 00 f el, 00 Tfto 101 t.`l1')- Truck# Plant # Slump CalciumfIO `f Air Entrain Super Plas. PRODUCT CODE I S F'SJ Due at Job YUHUNAOth/ PURCHASER'S AGENT ZONE I JOB NUMBER I TIME TICKETED DELIVER TO Concrete Disposal: PRODUCT DESCRIPTION UNIT OF MEASURE. e-"'tt,I'tt1J PSI( 0 +•f - ijO'. 114'1 H- �iES):'# .V f:. r„ �"•+f?�_$x �`����tt!L.L.I:�'6•L.ir'i.o��f L.��.�'• rll - r. l IEL. E'ir3V- E=��'G - - . • Use of Concrete Drivers Name ❑ CONCRETE TESTED Ad d'1rt 0.daO` I yds UNIT EXTENDED PRICE PRICE SUBTOTAL TAX TOTAL I4U Instructions r r 1. WARRANCY:'"he materials sold by Continenta la Materials Inc. (hereinafter "Continental") are warrantee year from the date of delivery to be freE+frgpi defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), inctuc,my wiy 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 de vesy.. and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited o 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 v/ supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, .breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services sold by Continental. 3, DUE 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. CQLLECTIOJ. 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. MLX COD.E.(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. S. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery rejuiting.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. 01JANTITIE..S: 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 omall 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. 10.1v LNIM.UM LOAD-CH..&9: 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.ENVIRONMENTALCHARliE: 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.TECHNIQALASSI TS ANCE: 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._OATA: 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 contrac �i or purchase order, the terms herein shall prevail and be determinative. lay DUNKEbBERGER engineering & testing, inc. ��II Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14363 Isla Flores Avenue Project Number: PSL-09-3011 (BG 10.3) Permit No: --- Date Tested: 9/30/2011 Client Name: Wynne Building Corporation Technician Initials: BPG 8000 South US 1 #402 Report Date: 9/30/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) LaboratoryProctor " u. _ Fleldests 4L ^' Maximum Dry Density (pcf) Optimum Moisture (%) Dry Density (Pef) Cone Resistance' (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 112 13 109.3 --- 7.5 95 97.6 Pass 2 12 112 13 108.5 --- 7.0 95 96.9 Pass 3 12 112 13 106.4 --- 6.0 95 95.0 Pass type of mew mensiity'1'est: i ASTM D 1556 17 ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: 17 AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 36817 Daily Standard Count: Density: 2238 Moisture: 710 �✓ `es .SoilTypeElAevation �5�3ki sn ._ r$: ' � JTiL.a ,i '13 r -C r rep ; , 'Test Location 1436ds1anFlores Avenue, StrgcturaltFill s PLE, Y i i 7 k t ! 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: 1— NGVD r M SL W Other: Inches below top of footing or slab subgrade 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (fiield)... (1) - 4 Utility Backfill - Sanitary St. Lucie County Building Department ... (1) 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade C _ 8 Stabilized Subgrade David . Yo strok,Xiaoyan Zheng, P.E., PhD 9 Base Course Senior Proje M a- r SEP 3 O 2011 FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accordance wt ule 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 or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 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 (W) Progress Report PR 28 5-OCT-2011 03:30 FROM:SOUTH COAST 7723446042 Tn,4626443 P.1/1 cativm" OF Iowa vml"mr / Cry'.. New 0 wo,�*�r�r+�a��ar� �i�i �M�1rF�r■tltinMal.�I■�r�rMan� kt,7 1-CC D.r.r�e.,�, ei. �Ih�t 111y�`� ��fir1R a ommw* � 7 i of A ;amaMAI OCT ® 2011 Hsu lic Works gt, :_uaie C. : r. /�$111fCWAZI5 ,5, - r" 5-OCT-2011 03:28 FROM:SOUTH MAST 7723446042 T" 4626443 �ZW�-� r PR Cw 0/ o u s ,�, 11-�wm 7 615)/&F6 / W/, �5 Z 02 504thcoast Pert Co t 1149 S-w rot �ellirvue ofAve rOrt �� 4 349S3 P.1/1 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3614520 OR BO, 312 PAGE 852, Recorded 08/02/2011 =.0:53 AM AFrPR RECORDING -RETURN TO: PERMIT NUMaER: '11,i1 Sp— L+ n• t—d N, rr,anvli,W �nln r 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 OR-1 •-M 0 0 / 11 SUBDMSIOI�wsi gBLOCK 6/7 439 Lall thaOT t L part lying northeast of 95 2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name b.Address 8000 S. US11. Suite 402, PSL, FL 34952 c. interest in property .' d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development COrporation \/ 8000 S U51, Suite 402, PSL, FL 34952 772-878-5511 f 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: V 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: / 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: / Tom Lee Spanish Lakes Blvd. Ft. Pierce, FL. 201- NAME. ADORESSAND PRONE NUMBER: 0590 8. to addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (l)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: - 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20_ . WARNINGOMM ENCEMEN TO WNER: ANY P Y AD Y THE O A XP AilOF T F N CONSIDEREDARE IMP P Y R TI C D Uq Y P YrN TWI F P Y R TY A FC P H 1 R FIR T P N I YOU EN ND TO OBTAIN MANCrNG. CONSULT WrTH YOUR ND R R AN A Y f RD(NG YOUR F N Matthew Lyle Wynne Vice —President Signature of Owner or Print Name and Provide Signatory's Tille/OW Owner's Authorized Officer/Director/Pariner/Manager State of Florida County of S 1• . r. t, r i e • / sr The foregoing instrument was acknowledged before me this 1 day of �i'NIT , 20� By Matthew Lyle Wynne ,as 1/Icy &7Sft;lChIT- (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 1f�or produced the following type of TD. y ' ay DOROTHY ANN HAMER �? Notary Public - State of Florida My Comm. EapUea Oct 2, 2012 a of Notary Public (Signature of N PuDli (>, %j�d,.' Commission tF DO 827098 Printed y ) 'fP„•',t'� llandMTArougANationalRotaryfasn. Under penalties of perjury, I declare that I have read the foregoing an hat the facts it it ar true t s belief (section 92.525, Florida Statutes) Signat 0 r(s) or Owner(s)' A o ' ed OfOcer/Director/Partner/Manager who signed above: By: Bye n... ov,moolta«a.a��rf STATE Of FLORIDA ST..LUCIE COUNTY i THIS ISTO.CERTIFYTHATTHISISA �tI1•�,R�.f TRUE AND CORRECT COPY Of THE ORIGINAL JOSEgH 4 ,%M1TH,fJER Date: WY 4E BUILDING CORPOR ___ JON 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie September 19, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14363 Isla Flores Permit # 1108-0086 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 26 East Caribbean in our Golf Village park. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 rrtrt+ s;c��aax�:.zs�*�s'�a:�,rttF'tz"�'as*:yi�.+�-. - _:�� �'asaat��:.�m :r���x��*-�rsca ��Y,��::.._�L�as��•�arr.:' '. rs-.aLae�rfr-.«;ter ' "" i • •- - � � .. .... Plan. Revie� 20.00 MERNATi�i�t AESIDENTUL'CODE ;_Valuation: :'S:.-I'�'S 3�F- "OR.. - -= AND::T. FAMILY . t - t.GS. ;.. . _ ;<r ' ``'t. {� r` �P� `- A '.REV' i :ra.l::' '5 S i' ISbIC.:. .. .. .n t :.. �if� : f.. r+''ws':?SA' ..L-: �4'..:. _ %,•. tyW,ray.".`l.. T:Qf,.; F' R{'1• '7r `.4:-IY R{ Q�k L 4. I i4y6 rl .Id_ r:,S'• �.R^ L;' 't� 4?lv�'•'_ ^ Ni _ f �;� c-a�.;?;'�71,•�. ��y ...F'd:.� '1:. �F-t. r�1=•:=�fF t.:. _�` = r,Lr� �t ,.}I � ,s:n.,:R...�, c:�'�� '�• p(',�he P� .r�.:�;ti:ro�a:•,:er,=; •��.,� -��? :f�� ''Co�iilty.��''iv"sFj`;e ;;x..�„ •�.�:''a��.,±a�.r}-g��, .:,r.,��,�'�?`.��,.��' r� & '�,, - �FEx �;=�,�4�iJ ����k�� Tdnyz'@ � ^ � `.F%'�ti L•.yi �;: � a h���jq , ���� '�n4y, �y��;;'a�'�.�'!k ' y� i v, y �r� UIILD•I FFF r ..'i •,+5;`i-ri •:T�.. .� �dr 4'i f,�"� ]•� `S 4.J$, h•. a},� f� _..y. .�:! 1 �'L 4� +��� ."+� k 'fr�a.�4�`��z?'�1 Sju-a fA�S•..`,c'��,'.� � M�X �YI �"� "",���Pw��1.",'� n v+te-� "' � r '- '' yy� 3 • � r`f•� t �',,�r n •,Ei.'ty�,�;� �A. J 1i '�,. �r � - '�' 1 � �t "'3. '7�k� � w�� ' -' � ~ f � � d�� � =�� � F �;�e ,�t�:I a ewe tl �. � B •� �4 �n�� x „,�e11 � e � P {,� S� �+fi� e G rc'f U mho _ . Uqu�s spe a teh . e . �r� . t4D' : ec tue P aw r�t�N 14 o s� i�efi}� :I@d x� AE..at ._ CORRECTION LIST } Y Code No, DESCRIPTION Section Y N ICC,-bat' ` �� • e u f'� 1���. ;. � ly4 r iif ♦ � i �A1 I i tP Section No, _ DESCRIPTION -2- LOCAL DESIGN CRITERIA (Table noted otherwise) IJuILUING PLANNING (Chapter 3) )1.2(1) unless Floor live load (Table R301.5) 5 Roof live load (Table R301.6) 3 7 Ground snow load /L/ Weathering area J ' C L re 1 414 Frost line depth 44 psf Termite area fff psf Decay area Ju %to psf Basic wind speed mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) 1 / ,-z 3 Seismic design category (SDC) [Figure R301.2(2)] rV / , SDC C&D provisions (R301.2.2) 1-144 ROOM PLANNING REQUIREMENTS Use R305 Winter design temperature 5' - ice barrier underlayment required %:' Flood hazards 1,11,4 EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) � Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Living 120 7'-0" T-0" 5'—D" 8%floor area 4 /° noor area Dining 70 7`-0" 8%floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'4" 7'4" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A T—W 5'-0" t 3 square feet 11/2 square feet . 'See Sections R303.1 B R3033 for mechanical venfilalion and artificial light t 6'-9" min. over plumbing rMures. aa_ Required heating (R303.8) SANIT/�TION (R306 and R307) y/ Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) 11-1114) Private disposal (Appendix /) v Floor surface noncombustible; sloped floor (R309.3) I/,0Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) Al 114 Window wells (R3t0.2) GLAZING (R308) 1-('A Exit balconies (R311.2.1) l rs? Identification (R308.1) Exit access or hallway �: 3' (R3f1.3) PJ 1i4 Louvered windows or jalousies (R308.2) One exit from each dwelling unit (R31 f.4.1) _- l41: + loads-daus ocaticras— — Human impact lhaza c� Ex"oor` (TO"" x 6'R�(R3d1 � ?► _ (R308.3/R308-4) L- Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) %f/ Stairways; minimum width = 3'0"; maximum GARAGES AND CARPORTS (R309) / stair rise = 73/4"; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 6181, No opening between garage and sleeping (R31f.5J room (R309J) Landings for stairways; minimum dimension _ Opening protection (garage to residence); 36"(R311.5.4) Ill." solid wood doors, 20-minute flre-rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/s" Type X re- quired below habitable rooms (R309.2) -3- A"tP Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) N LA Ramp landing, minimum 3' x 3' (R311.6.2) r 6 Ramp handrails; one required if slope y 1:12 (R311.6.3) Under stair protection (R3--(.2.2) �rrL,LLIIVV UIVII ��-� r11 r!',Ilvlr fl+..r l.� Handrails; required on 6 _'[de of stair, hand- rail height = 34" to 38"; Type I or Type It grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36".minimum guard height (R312.1) Opening limitations (R312.2) SMOKE ALARMS (R313) Tivo-family d gs: 1-hour fire -resistance rating (R317. Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R3172.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R3f7.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R318.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R329) Protection required (Table R301.2(1), 09.1, �� Lab f' R314 --- e ing ( .21 j� Surface burning, thermal barrier, specific ap- proval (R314.3 - R3M.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) d/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) ' Premises identification (R321.1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fV 0 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) MATERIALS (R402) FOUNDATIONS (Chapter 4) �r Wood foundations (R402.1) ' Sill plate bolting in concrete/masonry =1/Z' di- ameter bolts or as required for unbalanced rill Concrele, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table -FUOTINGS-(R403)--------- - --- --- ---- ---- -- R404-.1(0„.I Soil bearing value (R401.4, R403.1) Foolings adjacent to slopes (R403.1.7) . 00tingwidth (see page 5) Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but S footing thick- ness (R403, i.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 R403.1.4.2J Maximum wall height Tables R404. f( 1 ) R404.1.1(1) R404.1(3) and Tables - R404.1,1(5)] -4- For 5l: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa s.MeM F,:is 12 inchas a single n1he of solid or fully grouted 12—Inch nominal concrele masonry units is permilled. FOUNDATION WALLS cont'd. COLUMNS R407 Maximum unbalanced fill height [Tables Protection from decay or corrosion (R4071 and R404.1(1) - R404.1(3) and Tables R404.1,1(1) - R407 2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal.wall thickness [Tables (R407.3 e R404.1(1) - R404.1(3) and Tables R404.1.1(1IVA,, 7 Anchorage ) R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] Steeel columns(R407(minimum 3" diameter, standard Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405,1) Dampproofing if basements are below grade`` (R406.1) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) Waterproofing if high water table* (R406.2) If uninhabitable, see under-fibor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bed nng 1.511 minimurn an wood oi nf�"n - masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6,1) Joists — Sleeping areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] R502.7. f) Joists — Nonsleeping areas, LL = 40 psf / Drilling and notching (R502.8) [Table R502.3.1(2)] L/ Cantilevered joists [Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framingo R502.10 of openings P 9 ( ) Girder spans and header spans for exterior Wood trusses R502.11) bearing walls [Table R502.5(1)] ( Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- Allowable span (Table RS. , t/_w End joints (R503.1,1) 5 1 ttL l-LuL)n rrcrwim- kii Cold -formed stl pplicability limits; in -line framing (R505. . WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material(R505.2.4) Thickness (R503.2.1) ✓` Identification (R505.2.2) Corrosion protection (R505-2.3) Allowable spans (Tables R503.2,1.1(1) and R503.2.1.1(2)] Fastening (R505.2.4) Installation (Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) G Grade (R503.3.1) Thickness (R503.3.2) Floor construction (R505.3) C?NXTE FLOORS (ON GROUND) (R506) �ff Thickness: 311," minimum; Concrete strength -,-(R506.1) in a — — ---- uppo prepawr a9r_a_a_T1M_TaX19T9rrr ,-- _ fill = 8 maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) / �(R506.2.1) Base course: 4" thick with maximum 114" Base course: 4" graded with 2"maximum gravel or'/z" crushed stone R504.2.1 ( ) �ggregate (R506.2.Z) Moisture barrier: placed over base course L/ Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RAL601) esign (R601.2) Component and cladding wind loads able g jT 01.2(2)] Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] ] Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table %r R602.10.1) Wall bracing length (R602.10.4) ,y (42- SQC D (R602,10.9, R602.10.11 and R602.if) STEEL WALL FRAMING (R603) - - -- - -Stud-grade-(R60-L-2-)—... _ !� Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) r Interior load -bearing walls (R602.4) t� Identification (R603.2.2) Zz�� 'v f' interior nonbearin walls; 2" x 3" at 24" o.c. Corrosion protection R603.2.3 f or 2 g ion p ( ) or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R607.6) Fastening (R603.2.4) Wall construction (R603.3) Drilling and notching —top plate (R602.6.1) Headers (R603.6) � f � Headers (Tables R502.5(i), R502.5(2), R602.7.2 and Figure R602.7.2] Structural sheathing (R603.7) W or] Cf91111lYV (I\Vv'r GI IV I%UUJI Wood structural panels (F I Particleboard (R605) IF MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) Unit masonry (R607) Al %- Multiple wythe masonry (R608) t� Grouted masonry (R609) N (4- Glass unit masonry (R610) INSULATING CONCtit i t rurciv, WALL CONSTRUCTION (R611) General design _ 1.1 and R611.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R60.7 - R61 i.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (�612) /4- Design basis (R612.1) WINDOWS & DOORS (R613) General; window sills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) WALL COVERING (R702) & ('/t Wood shakes and shingles (R703.5) ( Plaster material (R702.2) 6I¢ laster support (R702.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tening ,(R702.3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) I Atlachment and minimum thickness (Table R703.4) . � tx[elTorpiasicr-rrrrv�:dj---•-•------------•--- �`Lf Stone & masonry veneer (R703.7 & Figure ��- R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) rf ' Veneer ties: #9 U.S, gage wire or #22 U.S. gage by'lar corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4. f) - '� r Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) 9ti- 6&41" Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R80d) _Design (R801.2 and R801.3) Component and cladding wind loads (Table R301.2(2) j ROOF FRAMING (13802) Fire -retardant -treated wood (R802.1& t! /-/ /d Framing details (R802.' j.1 IV(,X. // Rafter tie (4` o.c.) (R802.3.1) Nl,a Collar ties (4- o.c., in upper third of attic) (RB02.3. f) /'L ( Lateral support and bridging (R802.8) t�Framing of openings (R802.9) WDDd__ trusses (R802. L- 6 -- I Roof tie -down (R802.' 2. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)]��- __.__._ i ou a is st6rage� tt=�lnprf With attic storage. LL = 20psf l4q- Spacing Species Grade Purlins (2" x 4" at4' o.c. minimum) ti�D�.�.� 1 Span (Figure -Va i .. z 3. I Size Bearing (R602.-14; 4 1,14 '� Cutting and notching (R802 : . 6 Engineered wood products (R802.1, 6 ,1 -7- RAFTERS [Tables R802.5.1(1) - M. .1(8)] STEEL ROOF FRAMING (I Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species `��� Grade Span Size Hc/HR; Adjustment factor General (R804.1) Structural framing (R804.2) Material (R804.2.1) /%7 dentification (13804.2.2) Corrosion protection (R804.2.3) f Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.P, GG de L/ Thickness ATTIC AC S (11807) Access requirements (807.1) N/`� TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R606.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROO�F.GL 51FICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) /'e Coping (13903.3) fCI Roof drainage (R903.4) MATERIALS R904) Compatibility; specifications; physical ...._..__ . ___._characteristic.sue-i,�ei7t_ificaiion- R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) AX ( Wood shakes (R905.8) /L-'(Z17 It -up roofs (R905.9) Cl"*" Metal roof panels (R905.10) %, Modified bitumen roofing (R905.if) Thermoset single -ply roofing (R905.12) " Thermoplastic single -ply roofing (R905.13) /`-- 19 Sprayed polyurethane foam roofing (R905.f4) l/y� Liquid -applied coatings (R905.15) XZ CATION (R906) eneral (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907J) Metal roof shingles (R905.4) I Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R1001.1) SDG D reinforcing/anchorage (R1001.3 and Spark arrestors (R , .9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstallation (R1003.11 and R 1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 andlf,?� Flue area (appliance) (Ri003.14) R 1001.6) Flue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001,11) Qhimneycrickets (R1003.20) Mantel and trim (R1001.11) FACTORY -BUILT FIREPLACES (R1004) Fireblocking (R1001.12) Labeled and listed (R1004.1) /k/�l MASONRY CHIMNEYS (R1003) Installation (R1004.2) Construction (Table R1001.1, R1003.2, FACTORY -BUILT CHIMNEYS (131005) R1003.3, and Figure R1001.1) i Corbeling (R1003.5) /,) Listed and labeled (R1005.1) j s Installation (R1005.3 and R1005.4) Changes in dimension (R1(103.6) { Additional load (R1003.8) EXTERIOR AIR SUPPLY (111006) Termination (R1003.9) A Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) C/ Compliance; material and equipment � Building envelope (N1102) (N1f01.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) .se energy gy conservation plan review record MECHANICAL (Chapters 12-23) n j Appliance labeling (M1302, M1303) Appliance access (M1305, Nf1401) /�AA pliance installation (M1307) :,' Heating and cooling equipment; he fing4 Z'F-'xhaust d cooling load calculations (Chap ) systems (Chapter 15) Duct systems (Chapter 16) /'✓ 1� Combustion air (Chapter 17) In — _ Chimney and vent location and terminations (Chapter 10 and Chapter 18) IV %� pecial fuel -burning equipment (Chapter f9) oilers/water heaters (Chapter20) A-' Hydronic piping (Chapter 21) IL L, — Special piping and storage systems (Chapter 22) 1v (1/1L Solar systems (Chapter23) Penetrations of fire -resistance rated assem- blies (R317.3) Application (G2401,1) General regulations (G2,qug-) Pipe sizing (G,; Piping materials (G2414) Appliance location (G2406) Air requirements-(G2407) 1• i !f Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) i'J /' Water service location and depth (P2603, Sanitary and storm sewer location and depth (P2603, P2604) / -(�V.r l Piping support (Table P2605,1) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter3l) Sumps and ejectors (P3007) !^_ Listed plastic materials (P2606) �/ F� Backwater valves (P3008) ^' Sf Plumbing fixtures (Chapter 27) ��' Fixture traps (P3201) f✓ Water heater size and location (Chapter28) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blfes (E3302 2) (E3604) f'7 f Listed and labeled materials (E3303) Service equipment and location (E3501, 3506) Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507). --- � ---RequTre�b�anch clrcults (E36B3)--------- vt/ sWiring methods (Chapter 37) t/ Required lighting and receptacle outlets (E3601, E3603) /wY Devices and lighting fixtures (Chapter3g) �Y !� Appliance installation (Chapter40) IVIA Swimming pools (Chapter 41) lass 2 rernnte-control, signalinq and power4im- 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) //(/ Compliance with Appendix F verified Provisions adopted (Ri02.5) -10- Provisions adopted (R1C,' _ Compliance W )pendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendi �H verified PRIVATE SEWAGE DISPOSAL (Au�lvendixl adopted G BUILDINGS AND STRUf,TURES (A#pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- f St. , ;'dcie County Building -& ZoniL U 2300 Virginia Ave F�oa� • ' ' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldincr Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise 'the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number • Electrical, S & W Electric, Inc. 2045 ER"0009416 Plumbing Lind uist•Plumbina & Supply Co. 19150 CFC057672 FIVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2tihn7 Waternroofina, LLC CCC1329592 Gas PERMIT I I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 0� 0 State of Florida Certification Number (if applicable): (nq ! r 6 S -4- W E le c6lAc I _rriC , _ have agreed to be the (Company Name/Individual Name) e le C f r'i c.a l sub -contractor for W ✓1 v D hCOT - (Type of Trade) (Primary Contractor) for the project located at ��"\ "-�_S. \C( (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: -5 1 (1 � Y; c-, In C. Address: City/State/Zip: Phone: -7 %oZ.- email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub-contractorfor Wynne Development Corp. (Type of Trade) 2 (Primary Contractor) for the project located at ��p J (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case SIGNATURE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 32.31 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 qv\\� DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT .F �O BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q 2 R R State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 Comfort control of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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) SIGNATURES Al2E IZEQUIRED Barry Zimmerman PRINT NAME <� Av L DATE Business'tarr Comfort Control of St. Lucie County, Inc. Address: 1 r;01 Ri l tmnre Street City/State/Zip: pnrt St T i , FT..'34983 Phone: (7 7 2) 7 8 5— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE J G 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 inq, LLC have agreed to be the (Company Name/Individual Name) Rnofi na sub -contractor for Wynne Buildinq Corp. (Type of Trade) / 2 (Primary Contractor) for the project located at ���� " J K:7 o��C-t, IS (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 AItE REQUIRED `/--- Andrew Kriska � \,k - IGNATURE PRINT NAME DATE Business Name: TrPaGilrP Coast Roofinq & Waterproofinq, LLC Address: City/State/Zip: Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST.'LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: #1306-111-0001-000.10; 617 34 39 all that part lying (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 imm& Matthew T,yl Lynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie / $T ACKNOWLEDGED BEFORE ME THIS — DAY OF AW S 20-9, BY Matthew T.y 1 Lynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED &A SIGNATURE OF VOTARY NOTARY PUBLIC TITLE IDENTIFICATION. 1Jo Ro-my lam ��"lgPnl TYPE OR PRINT NAME OF NOTARY (SEAL) p�.,, DOROTHY ANN HAFNER `•{may Notary Public • State of Florida • _ My Comm. Expires Oct 2, 2012 =;�` %° 104�, Commission #t DO 827096 Bonded Through National Notary Assn. • ti F,4,2 L-j t4 Y-� MIN, SETBACK REQ, FRONT SIDES CNR SIDES REAR _10' ZNG. TECH. ?- 6 3 - I I 1 FORM 1100A-08 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A r n r ►� Project Name: Builder Name: WAYNNE Street: �1���%3 c^1,�j�� ���.Q S Permit Office: City, State, Zip: FORT PIERCE, FL , 34983 Permit Number: Owner: Jurisdiction: „ Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area �. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftZ b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftZ b. N/A R= ftZ 7. Windows Description Area c. N/A R= ftZ a. U-Factor: Sgl, default 134.58 ftZ SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ftZ a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftZ EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ 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 OF'CViE STq?�, this calculation are in co pliance with the Florida Energy Code. specifications covered by this calculation indicates compliance Iiri �� _ 4 with the Florida Energy Code. Before is ++,u.. •.-.;�� ,� Ox� PREPAR BY: _ construction completed ry. to DATE: this building will be inspected for O 1',. - compliance with Section 553.908 I hereby certify that this building, as i ned compliance Florida Statutes. COD with the Florida Energy Code y�/>;r't�� OWNER - BUILDING OFFICIAL: - DATE: S DATE: �o, t4.ax�• F� � 4•. 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 % Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 % 2.5 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 Color Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS 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 ft2 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 ft2 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 ft2 6 ft 0 in 0 ft 6 in 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 ---- Forced Ventilation -- Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / ---- Supply ---= --- Return ---- Air Percent v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[X] Jan [[X] Feb Mar Mar XApr jxjAr [X Ma [XI May [X] Jun [X] Jun r] Jul ] Jul [Xj Au [X] Aug [X] Se [X] Sep [X] Oct [X] Oct [X] Nov [X] Nov X Dec X DecVentin Heating [X] Jan [X Jan [X] Feb [X Feb rXj ] Mar XAr X May X Jun Jul X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 11 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) PM 78 8 78 78 78 78 78 78 78 8 7 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 6 68 66 68 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) PM 68 66 68 68 68 68 68 68 68 68 68 66 66 e�. 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 oCr%Hf'TIlIAI f`fNRAD1 IAMrl= C4IFCKI IST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .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 tom late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. nTuco ooGecQlaTlvF nAFnSURFs (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 pumppool 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. all a or S -3 both N1102.B.1.1 sides. Common ceili s R ' F 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftz b. Face Brick - Wood, Exterior R=11.0 204.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ftz 7. Windows" Description Area c. N/A R= ftz a. U-Factor: Sgl, default 134.58 ftz 11. Ducts SHGC: Tinted, default ftz a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz b. U-Factor: N/A SHGC: 12. Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftz HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftz EF: 0.9 b. N/A R= ftz b. Conservation features c. N/A R= ftz Non 15. Credit stat PiLE Aft oft U () P y - I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspe tion. Otherwise, a new EPL Display Card will be completed based on installed Code . nt features. Builder Signature: Date: Address of New Home: `�\��j � >�L� ej City 3�-laS( �o STAT *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 ro ect Summary Job: P wrightsoft® � � Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: v,�-CK�4- .VA<\��WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17945 Btuh Structure 18521 Btuh Ducts 2467 Btuh Ducts 3214 Btuh Central vent (31 cfm) 969 Btuh Central vent (31 cfm) 519 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 21141 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2826 Btuh Ducts 1002 Btuh Heatingg Cooling Central vent (31 cfm) 1316 Btuh Area (ft' 1452 1452 Equipment latent load 5144 Btuh Volume (ft') 12652 12652 Air changes/hour 0.45 0.23 Equipment total load 26285 Btuh Equiv. AVF (cfm) 95 49 Req. total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary 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 @ 470F 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 StaticF sure 0 in H2O Space thermostat Load Mea `� 's Printout certified by ACCA to meet all requirements of anual J 8t Ed. A'= - - wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 fK.C.P� E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 ® Load Short Form Job: wrightsoft Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project Information For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db ('F) 70 75 Construction quality Average Design TD ('F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT COOLING EQUIPMENT 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 @ 470F 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 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 cn_ nnc 12no A A 151 MAO I CPC Lliv au Vc..r ua/u 7 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A -Fk- wrightsoft" Right-Suite(D Universal 7.1.16 RSU05864 2010-May-05 20:35:12 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON PERF61.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 A ALA n4004 17C74C. -1 annn I U I AIL,-) I'tj I L IOU I GWGW�i vva 2 f Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 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 2 +� wrightsoft Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name 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 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 �G 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 WI 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 - ► --c� 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 21 21 353 365 21 21 353 365 �j 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 --C' 1A-riom 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 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 IWI ^ 1A-rlomd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 I---G I---G 1 D-c2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 126-0bw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L--D 11DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 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 6 226 0 FILE cwr ov 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 1 1000110001 1 1 561 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigr.tsoi t- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 IZC-k E:1Wrightsoft HVAC%Wynne Corp\WYNNECARLETONPER F61.rrp Calc = MJ8 Orientation = E Page 1 - wrightsoft• Right-J® Worksheet Job: • Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area GRT RM/DINING 46.5 ft 9.8 ft heat/cool 1.0 x 509.0 ft 509.0 ftz LAUNDRY 6.5 ft 8.0 ft heat/cool 7.0 x 6.5 ft 45.5 ft' Ty Construction number U-value (Btuh/ft2 °F) Or HTM (Btuh/ftj Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W, G 12C-0sw 1A-rlob 12C-Osw ,A-rlob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 D-c2ow 12B-Obw 11D0 168-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 260 40 0 0 0 0 0 0 196 39 0 0 0 509 0 509 220 0 0 0 0 0 0 0 157 39 0 0 0 509 0 47 561 1197 0 0 0 0 0 0 400 1387 0 0 0 456 0 1768 481 932 0 0 0 0 0 0 343 1029 0 0 0 855 0 0 0 0 0 0 0 52 0 0 0 0 0 56 16 46 0 46 0 0 0 0 0 52 0 0 0 0 0 40 16 46 0 7 0 0 0 0 0 132 0 0 0 0 0 108 177 41 0 247 0 0 0 0 0 114 0 0 0 0 0 34 184 76 0 0 W W IjIA-rlomd P I--D C C F 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration b) Room ventilation 1012 0 277 0 115 0 32 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 2 0 460 0 0 1 11200 0 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 15 Subtotal Duct loads 12% 14% 6780 827 6224 873 12% 14% 821 100 1634 229 Total room load 7608 7096 921 1864 Air required (cfm) 3731 3261 1 1451 86 Printout certified by ACCA to meet all requgemQtR of Wdlfbal X DWARWIIN �}+ wr.gr,tsoft- Right -Suite® Universal 7.1.16 RSU05864 21ray-05 20:35:12 �CGP. EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Ori atio " Page 2 �d- wrightsoft• Right-JO Worksheet Job. • Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heat/cool 1.0 x 150.0 ft 150.0 ft' MS BATH 7.5 ft 8.0 ft heat/cool 7.0 x 7.5 ft S2.5 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btu ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6%-G 11 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11Jo 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 D-c2ow 12B-Obw 11 DO 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 68 0 150 0 150 0 0 0 0 0 0 0 0 0 0 0' 68 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 185 0 134 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 252 0 0 0 0 0 0 0 60 6 0 0 0 0 0 0 53 0 53 0 0 0 0 0 54 6 0 D 0 0 0 0 53 0 8 0 0 0 0 0 138 213 0 0 0 0 0 0 47 0 285 0 0 0 0 0 118 158 0 0 0 0 0 0 88 0 0 Val G W W Ej1A-r1omd P L-D C C F 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 2 0 2400 0 0 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 29% 0 0 0 319 76 0 0 0 2702 785 24% 34% 0 0 0 816 195 0 0 0 431 146 Total room load Air required (cfm) 395 19 3487 160 1011 50 577 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f}+ wr:gr.csorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 wrightsoft• Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ft' MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ftz Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area M or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 11 IWI - c ---G W IL--G D 12C-Osw 1 A-r1 ob 12C-Osw 1A-Mob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11 DO 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 118 0 0 64 0 0 0 0 153 0 0 119 0 30 0 0 252 0 252 64 0 0 0 0 153 0 0 89 0 2 0 0 252 0 40 162 0 0 0 0 390 0 0 227 0 479 0 0 226 0 1502 139 0 0 0 0 334 0 0 194 0 1788 0 0 423 0 0 Val -G W W P L--D C C F IU PI( 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 2 0 460 0 Subtotal (lines 6 to 13) 63 117 3731 4701 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 63 15 0 0 0 117 40 12% 14% 0 0 0 3731 455 0 0 0 4701 659 Total room load Air required (cfm) 1 78 4 157 7 4186 205 5360 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -+�.� wrigr.tsoYt- 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 4 -�- wrightsofta Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALL 0 ft 8.0 ft heat/cool 3.5 x 5.0 ft 17.5 ft' BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 ftz Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btuh/ftj Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 11 T t--G -- L-1A-rlob D 12C-Osw 1A-r1ob 12C-Osw 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 12B-Obw 11DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18' 26.39 2.22 2.18 26.39 59.58 0.85 11.31 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 0 0 0 0 yJ G W W P L--D C C F 166-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.08 0.00 18 0 18 18 0 0 16 0 0 29 0 0 45 0 45 45 0 5 40 0 190 76 0 0 6 c) AED excursion 0 1 Envelope loss/gain 16 29 332 162 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 16 4 0 0 29 10 24% 34% 0 0 421 100 0 0 187 63 Total room load 19 39 521 250 Air required (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -rl.F w�igr.tsort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC;Ck E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 - wrightsoft® Right-JO Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heat/cool 12.5 x 15.5 ft 193.8 ' ft MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft2 Ty Construction number U-value (Btuh/ft�- °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 T--G 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1cm 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 36.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 124 0 100 20 0 . 36 0 0 0 0 0 0 0 124 0 80 18 0 36 0 0 0 0 0 0 0 316 0 204 605 0 92 0 0 0 0 0 0 0 271 0 175 525 0 79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0' 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 224 0 0 0 0 0 0 0 0 0 0 0 0 142 0 0 0 0 0 W W PI D C C F 16B-30ad 16C-19al 22A-tph 0.032 0.049 1.358 0.90 1.37 38.02 1.68 2.08 0.00 194 0 194 194 0 33 174 0 1236, 326 0 0 0 56 56 0 56 8 0 77 304 0 117 0 LE Cw.)PY 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 577 0 158 0 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 1578 747 297 15 Duct loads 12% 14% 391 221 24% 34% 178 101 ITTotal room load 3594 1799 925 398 Air required (cfm) 176 831 1 145 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f}+ wrigr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACZA5 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. �T�k° POWER ro RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes, 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No.�T=l l# Truss Name Date No. Seal# Truss Name Date 1 4019 A5 7/26/011 18 __ T4134036 KJ8 7/26/011 2 IT4134020 I A6 7/26/011 1 1 1 1 1 1 13 1 T4134021 I A7 1 7/26/011 14 I T4134022 I A8 1 7/26/011 15 I T4134023 I A9 1 7/26/011 16 { T4134024 I A 1 7/26/011 17 I T4134025 I GRA 1 7/26/011 18 I T4134026 I GRB 1 7/26/011 19 I T4134027 I J 1 1 7/26/011 10 IT4134028 I J2 1 7/26/011 11 I T4134029 J J3 1 7/26/011 112 { T4134030 J J4 1 7/26/011 113 1 T4134031 . I J5 1 7/26/011 14 T4134032 I J6 1 7/26/011 115 I T4134033 J J7 1 7/26/011 1 116 j T4134034 J J 8 1 7/26/0111 117 I T4134035 J KJ7 1 7/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. °°%Otlluitll,11 .`�pPQ . l N .. . . ,.V�C.ENS�..�'.s 68182 ems' STATE OF e �o O� O R IV P ;�,eo 181111o11"e� FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134019 M11311 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page r1-0-Q 7-8-5 10-6 4 17.0-0 20 4.8 26-4-0 34-0-0 35-0-Q 1-0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:61.3 4.00 12 5x8 MII20= 6 2x3 MII20 11 2x3 M1120 11 3x6 M1120% 7 3x6 MII20-- 2x3 MII20�z 4 5 8 3x4 MII20-- 3 9 2 14 10 0 rj1 7x10 M1120= 15 11 Im 6 16 0 3x10 M1120 % 13 12 3x6 M1120-- 5x10 M1120= 2x3 M1120 II 2.00 Ft2 10-6-4 20-4-8 26-4-0 34-0-0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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(rQ -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 HOrz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 `Except' WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2— 153(LC 6) Max Uplift2=-858(LC 3), 10— 858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5— 5238/2804, 5-6= 5243/2908, 6-7=-2471/1445, 7-9= 2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14= 1013/2184, 12-13=-1531/2933, 10-12— 1531/2933 WEBS 3-14— 299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13— 664/551, 9-12=0/252 NOTES ,�►111111f/j/ 1) Unbalanced roof live loads have been considered for this design. I N 2) Wind: ASCE 7-05; 140mph V�` Rio (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber !� QU • • ` • • �� s� DOL=1.33 plate grip DOL=1.33 ,%% OP` • •' 3) This truss has been designed fora 10.0 • C' E N SAC••? bottom chord live load nonconcurrent with any other live loads. psf �� ; �,\ 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 �� e between the bottom chord and any other members, with BCDL=10.0psf. N 68182 •� 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o� * bearing surface, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=858, ir Z 10=858. :�•• T OF •• LOAD CASE(S) Standard `� , ,C 4uFmm5�ILE fill tillit LA"";"OPY FFL Cert. 6634 July 26,20 ® WARNING - Verifij design parameters and READ NOTES ON MIS AND INCLUDED MTTEKREPERENCE PAGE JIM 7473 rea. 10-US EEFORE USE. r. Design valid for use only with M(iek 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 e for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity the MiTek' of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vnwca- P..-. a - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instflute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134020 M11311 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1-0- 8-11-11 15-0.0 19-0.0 ,20-4-8, 26 4.0 34-0-0 35-0.0 1-0- B-11-11 6-0-6 4-0-0 1 4-8 5-11-8 7-8.0 Scale = 1:62.6 400 F12 5x10M1120% 5x6M1120-- 5 6 2x3 M112V 3x6 M1120-- 30 M1120zzz' 3x6 M1120-- 4 3 7 8 2 14 9 70 0 1 6x8 M1120= 13 Im 3x4 M1120= 12 O WO MII20= 11 3x6 MII20� 5x6 M1120= 2x3 M1120 II 2.00 12 10.6-4 15-0-0 20 4-8 26-4-0 34-0.0 10-6.4 4-5-12 5.4-8 5-11-8 7-8.0 Plate Offsets X Y : 2:0-4.4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in -(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 nla n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 152lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber , ���{ u I N ` DOL=1.33 plate grip DOL=1.33 % PQ ��100 3) Provide adequate drainage to prevent water ponding. ,0 , • • G E•IV S+ '• oil 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� .• �, �`••.• 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 4 i between the bottom chord and any other members. N 68182 * •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oc bearing surface. = 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 611=1b) 2=875, 9=875. 9 T F .' •• LOAD CASE(S) Standard i0 • T P •'���' jry N'4m oft It if f�ILE CO FL Cent. 6634 y F July 26,20 Q WARNING - VeHfij ds1gn pn rm d— and READ NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE 161-7473 rev. 10-'OS BEFORE USE. a Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. � Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure during construction is the responsiblllity of the MiTek" support of web members only. stability erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding „„.s,,,a,.r,,,a,,,..- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tniss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 ' Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 13-0-0 21-0.0 26-0-0 34-0.0 35-0-0 1-0• 8-11-9 4-0-7 8-0.0 5-4-0 7-8-0 1-No Scale = 1:62.6 4x8 M1120% 4x8 M1120Z 4.00 F12 4 5 2x3 M1120 3 3x4 M1120-- 6 1 N 2 11 7 8 N IIj f W1 7x8 M1120= I 1 0 0 3x10 M1120= 10 9 3x6 M1120-- 5x12 M1120= 2x3 M112011 2.00 F12 10.6-4 13.0 0 , 20-4-8 26 4-0 34-0.0 10-6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets XY : 2:0-4-4 Ede :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (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=1305/0-8-0, 7=1305/0-8-0 Max Horz2_ 123(LC-6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5= 2299/1492, 5-6=-2409/1503, 6-7— 3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10— 1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10=-1032/675, 5-10= 116/454, 6-10= 617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design, 111 t t 1 r r 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber ,,��91 U N DOL=1.33 plate grip DOL=1.33 � PQ • , F� 3) Provide drainage to • ••• �i adequate prevent water ponding. �� • G E N 4) This truss has been designed for 10.0 bottom live load nonconcurrent with any other live loads. ,,•' SAC`••? �� a psf chord L� 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,�, �• N( 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity oi: •� bearing surface. = 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=890, = .� 7=889. F i LOAD CASE(S) Standard s .. % % 11111111 FILE t&; FT FL Cert. 6634 July 26,20 ® WARMNG- Ver3n de ignparamete and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE D91-7473 reu. 10-'08 BEFORE USE. p 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 buiding designer -not truss designer. Bracing shown Is for lateral of Individual web Additional temporary bracing to Insure stability during construction is the respordbillity of the MiTek' support members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1--PL• . . fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134022 M11311 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:52 2011 Page 1-0- 8-11-9 11-0 0 , 15-8-4 20.4.8 23.0.0 26 1-3 34-0.0 $5-0-9 1-0- 8-11-9 2-0 7 4-8-4 4.8.4 2-7-8 3-1-3 7-10.13 1-0-0 Scale = 1:62.6 5x6 MII20= 2x3 MI12011 5x10 M1120-- 3x4 M1120= 4.00 F12 2x3 M1120,� 4 5 6 7 3 2x3 M1120/i 8 1 2 13 10 17 I IC j _9 cs 7x8 MI120= 0 3x10 M1120= 12 11 3x6 M1120zz:� 5x12 M1120= 3x4 M1120= 2.00 12 10.6.4 20.4-8 23 0-0 34-0-0 10-6-4 9.10-4 2-7-8 11-0.0 Plate Offsets X 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/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(rL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2— 107(LC 6) Max Uplift2— 902(LC 3), 9= 902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/305114-5= 4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8=-2623/1654, 8-9= 2960/1878 BOT CHORD 2-13=-3086/5036, 12-13— 2118/3556, 11-12=-1324/2454, 9-11 =- 1648/2750 WEBS 3-13=-357/48414-13— 933/1546, 5-13= 426/922, 5-12=-1031/734, 7-12=-346/505, 7-11= 246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111111 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber �I N DOL=1.33 plate grip DOL=1.33 GO ,�%% 3) Provide adequate drainage to prevent water ponding. �� 'Q •, • ........ •, �� �� 4) This truss has been designed for 10.0 bottom live load live loads. �� a psf chord nonconcurrent with any other % ,• �, �C`�•,• 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 4 i between the bottom chord and any other members. N 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ojE * •• bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=902, 9=902. •• T O F LU oQ •• • ��� , T LOAD CASE(S) StandardFILE //1111111 COP'Y" FL Cert. 6634 July 26,20 Q WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLMFD M7TEK REFERENCE PAGE Mfl•7473 ree. 10-'08 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters showr'L 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 fhe responsibility of the building designer. For general guidance regarding ♦pW[RN P[RfRRM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Piy Grand Carlton 9' Porch T4134023 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1 0 Q 9-0.0 14-8-14 20.4-0 1-0-0 34-0-0 1-0 0 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 MII18H 3x4 M1120= 2x3 M112011 7x10 MII18H-- 4.00 12 3 4 5 6 V. N1 7 8 N , 2 0 0 3x5 MIIM0 14 13 12 11 10 9 3x5 M1120-- 3x6 MII20= 3x4 M1120= 5x8 M1120= 2x3 M112011 2x3 M 1120 11 3x6 M1120= 9-0.0 14-8-14 20-4-0 25-0 0 34-0.0 9-0-0 5.8-14 5-7-2 4-8-0 9.0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/iP12002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=69210-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz2=92(LC 5) Max Uplift2=-533(LC 3), 11= 948(LC 3), 7=-365(LC 6) Max Gmv2=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=-11591711, 3.4=-491/387, 4-5=-382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12— 234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11=-1362/875, 5-11= 293/254, 6-11=-1054/671,6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. 1I I I I I! l�I�� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL= 4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber , N DOL=1.33 plate grip DOL=1.33 % (D.0 . , ,�� 3) Provide adequate drainage to prevent water ponding. � ,Q•� G ENS 4) All plates are MT20 plates unless otherwise indicated. w ,• �, �`�•, �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits N 68182 . : �• between the bottom chord and any other members. * * 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=533, 11=948, 7=365. = j) LOAD CASE(S) Standard : •. T ) F 110 •.N �. �•,�L % E 012 j"" Y,`�S �rinlll►1� FL Cert. 6634 July 26,20 A WARNING- V.Hj'ji d—Ign param fi and RBAD NOTES ON THIS AND INCLUDED WIEK REFERENCE PAGE MI-7473 rea. 10-'08 BEFORE USE. c Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on individual building component. SRI Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not thus 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 PoWL,m PCglONM fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sal Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134024 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Page r1-0-Q 6-7-13 12-4-13 17-0-0 21-7-3 i 27-4-3 34-0-0 35-0-p 1-0-0 6-7-13 5-9-0 4-7-3 4-7-3 5.9.o 6-7-13 _0 Scale= 1:59.4 4.00 12 4x5 M1120= 6 19 2x3 M112011 18 2x3 M112011 US M1120� 5 7 US M1120zz: 3x4 M1120- 4 8 3x4 MII20-- 3 9 N 2 10 11 �I1 I ' 6 16 20 21 13 3x8 M1120= 17 15 14 12 3x8 M1120= 4x6 M1120= 2x3 M112011 3x8 M1120= 3x8 M1120= 46 M1120= 2x3 M112011 6-7-13 12.4-13 21.7-3 27-4-3 34-0-0 6-7-13 5.9.0 9.2-7 5.9.0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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 [nor YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/iP12002 (Matrix) Weight: 163lb 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 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7— 2837/1618, 7-9=-2844/1509, 9-1 O=3400/1848 BOT CHORD 2-17= 1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3164, 10-12=-1633/3154 WEBS 6-14= 584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber N ��%` DOL=1.33 plate grip DOL=1.33 P(; ,%% 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. % 'Q •,. C E N S •, �� i� , 4) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �� �C`� •,� �� between the bottom chord and any other members, with BCDL = 10.Opsf. i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=880, 1 N( 6 81 82 * = •= 10=880. Z 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, ` and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •� T O F :. 4� LOAD CASE(S) Standard �i Q;•• \_�� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo ��jSS • • • • •' �� �� � Vert: 1-6=-54, 6-11=-54, 2-20=-20, 20-21=-60, 10-21=-20 �I� N A1-E �%% Concentrated Loads (lb) /�� »�%%� Vert: 18=-50(F) 19=-50(F) ILE COP'T' F FL Cert. 6634 July 26,20 ® WARNING- Verl,& design parameters and READ NOTES ONTEIS ABm INCLUDED MITEK REFERENCE PAGE IN1-7473 ren. 10-'OS BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an individual building component. MIS Mlco ility of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingK- fabrication, qualify control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MITek Industries, Inc. Tue Jul 26 11:25:30 2011 Page 1 1-0 8-0-0 11-1-0 17-0-0 18-6-0 22-2-2 26-0-0 34.0.0 5-0 1.0- 8-0-0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0-0 1-0-0 TRUSS NOT SYMMETRIC Scale=1:59.8 DO NOT ERECT THE TRUSS BACKWARDS 4x5 = 11 14 9 7x12 6 17 19 6x12 4.00 F12 4 3x6 — 3 = 13 15 182 21 10 , U) 2 22 23 N dI1 4 0 3x5 % 29 28 27 26 25 24 3x5 o 3x5 11 3x6 = 7x8 = 3x6 = 6x6 = 6x8 = 8-0-0 11-1-0 18-6-0 26-0-0 34-0.0 8-0-0 3-1-0 7-5-0 7-6-0 8-0.0 Plate Offsets X Y : 2:0-3-14 0-1-8 , 3:0-4-12 Ed a 21:0-4-12,Ed e , 22:0-3-14 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(rL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 or bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19,17, 14 Mi rek 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 Harz 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. CompJMax. Ten. -All forces 250 (lb) or less except when shown. onv TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100, 10-12=-736/1100, 12-13=-736/1100, 13-15-736/1100, 15-16=-736/1100, 16-18=-736F��� 111111 11I-1.0 18-20= 1733/1453, 20-21— 1733/1453, 21-22=1859/1334, 4-6=-140/290, 6-9= 99/35 0% 0IN.. V � 9-11=-52/411, 11-14=-123/474, 14-17=-45/344, 17-19=-93/279 �ILE k • • • •F� [�'jf 0 • BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, ��� • G E N S'�•'? �i 24-25=-354/461,22-24=-1144/1704�.'•�,\ WEBS 3-29=-523/811, 3-27— 145211126, 5-27= 526/667, 5-26=-482/421, 13-26=-8327710, s 18-26=-1876/1617, 18-24— 1020/1544, 4-5=-440/524, 19-20=-238l314, 14.15=-472/441 N( 68182 NOTES 1) Unbalanced roof live loads have been considered for this design. p -Q •� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ;� T O F : DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ••.�` Q �•• =�o� 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. 411s ss • • •' �� psf �� ��,.� 6) truss has been designed for a liveload of20.members. sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will N I E %% fit between the bottom hod and any er �11 ll III 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. FL Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 26,201 responsibility of others. © WARNING - VeHfij design paramete and READ MOTES ONTEIS AND INCLUDED MITEKREFERENCE PEGSW1-7473 r . 10-'08 BEFORE USE. o Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of burding designer - not truss designer. Bracing shown is for lateral individual only. Additional temporary bracing to Insure stability during construction is the respons bIllity of the MiTek" support of web members erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ,o„,s,,,o,—,,,,- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 M11311 1 GRA HIP Type I City , I Ply I Grand Carlton 9' Porch T4134025 7.140 s Oct 1 2009 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23= 54, 2-29=-20, 24-29= 47(F= 27), 22-24— 20, 3-11 =- 1 26(F=-72), 11-21 =- 1 26(F=-72) Concentrated Loads (lb) Vert: 29=-641 (F) 24=-641 (F) W WARNING. Varl& design parameters and READ NOTES ONTHIS AND INCLUDED WTEK REFERENCE PAGE M/1-7473 r . 10208 EEFORE 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 balding designer -not truss designer. &acing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibJlity of the 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/rPil Quality Crileria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. '►Illlll//// 00 IN VF� N 68182 O • IJJ s T O F • FL Cert. 6634 July 26,201 MiTek• POWER iG P[RFORH" 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 - Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page r1-0-0 7-0-0 13-8-14 20.4-0 27-0-0 34-0-0 35-0-0 1-0-0 7-0.0 6-8-14 6.7-2 68-0 7-0-0 1-04 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS WOM1118H% 3x8 M1120= 4.00 12 3x6 M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 N1 2 8 9 N I� 0 0 3x6 M1120% 15 24 14 25 26 13 27 28 29 .1230 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 M1120= 3x4 M1120= 7x8 MII20= 3x6 M1120= 2x3 M1120 II 7-0.0 13.8-14 20.4.0 27-0-0 34-0.0 7.0.0 6-8-14 6 7-2 6 8.0 7-0.0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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(rL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/I"PI2002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=329210-8-0, 8=592/0-8-0 Max Horz2=77(LC 5) Max Uplift2— 855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-15=-149/784, 3-13— 862/552, 4-13=-82/779, 4-12=-3806/2345, 6-12— 809/766, 7-12— 2675/1602, 7-10=-138/762 NOTES ,111111111f�� 1) Unbalanced roof live loads have been considered for this design. , v N �I VFW 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 PQ • • • , ♦♦� DOL=1.33 plate grip DOL=1.33 ♦ Q C' E N S' 3) Provide adequate drainage to prevent water ponding. ' ,•• �,� 11 :� 4) All plates are MT20 plates unless otherwise indicated. i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N( 68182 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 fits * �• between the bottom chord and any other members. e 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 lb uplift at joint 2, 2012 lb uplift at joint 1E Q and 459 lb uplift at joint 8. i �• �, T F 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-01 O 115 Ib down 128 Ib up 9-0-12, 115 lb down 128 lb up 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 12810 and at and at . ,f P ♦♦ lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 115 �i� �,.•• \ ♦♦ lb down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at 24-11-4, and 146 Ib down and 147 lb up at 27-0-0 on top chord, and • • • •' �� �♦ 437 Ib down and 196 Ib up at 7-0-0, 90 Ib down at 9-0-12, 90 Ib down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 Ib �� N �� down at 17-0-0, 901b 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 I1111111 tilt,% 196 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). F_FL Cert. 6634 LOAD CASE(S) Standard July 26,20 Continued on page 2 ® WARNING- Ve Ifif deign pa .r rdt and READ NOTES ON THIS ARID INCL UDED MIT P6G 4990-9 BEFORIUSE. � n 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 budding 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 ,o„,s,,- —,,,,- 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 T4134026 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Urifform Loads (plo Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5=-115(B) 7=106(B) 15=-437(B) 10=-437(B) 16=-1 15(B) 17=-1 15(B) 18=-1 15(B) 19=-1 15(B) 20=-115(B) 21= 115(B) 22— 115(B) 23=-115(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) FL Cert. 6634 July 26,20 WARNING- Verlfij dsign parameters and READ NOTES ON TBIS AND INCLUDED BIITEK REFERENCE PAGE MII.7473 rev. 10-'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. lei Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not taus designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding �vw.aro vcwrvnw fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inforrnation available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Truss M11311 IJ1 Type Qty MONO TRUSS T41 1-0-0 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 2610:33:58 2011 1-0.0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 4.00 F12 3x4 M1120= Scale - LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL in Vert(LL) 0.00 Vert(fL) -0.00 Horz(TL) 0.00 (loc) I/dell Ud 2 >999 360 2 >999 240 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. . BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=12510-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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 girders) for truss to truss connections. `1111111111/1., 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. O 11 I KI V� I , o` p`Q Z �♦ 01 N 68182 =-Q: ;xZ :�• T OF ' J • ���i�`sS • •N A1-E�� %• ' �l/1111111�, LOAD CASE(S) Standard 4 F FL Cert. 6634 July 26,20 ® WARMNG - Verlfy deign parameters and READ NOTES ON THIS AND 11VCLUDED INTEK REFERENCE PAGE MI-7473 reu. 10-US BEFORE USE. Design valid for use only with MiTek connectors. This design Is based ody upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" support of web erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ R o ren.an a• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610.4115 Oty I Ply M11311 I J2 I MONO TRUSS Grand Carlton 9' 1-0-0 2-0.0 3x4 M1120= 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 Scale = 1:7.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(FL) -0.00 Horz(TL) -0.00 (loc) I/defl Ud 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Grav2=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) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. V LOAD CASE(S) Standard N 68182 •�� :� • T OF • FL Cert. 6634 July 26,20, AWARMNG-Verifydesignparametersand RP-4 NOTES ON Tars AND MCLUDED WTEKREFERENCEPAGEbll1-7473 rm. 10-'08 BEFORE USE. p Design valid for use only with MiTek connectors. This design Is based only upon parameters shown and is for an Individual building component. nil Applicability of design paromenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW[R a P[plORH' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tram Plate Institute, 781 N. Lee Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Craton 9' Porch T4134029 M11311 J3 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct T 2009 MiTek Industries, Inc. Tue Jul 26 10:33:59 2011 Page 1.0.0 3.0-0 1-0.0 3.0.0 Scale = 1:9.6 3A 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/TP12002 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/dell Ud 2-4 >999 360 2-4 >999 240 3 n1a 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 Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2= 204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) 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 48 lb uplift at joint 3 and 204 lb uplift at joint 2. `��� U 1 N LOAD CASE(S) Standard 1:`1- Jr1 FL Cert. 6634 July 26,20 Q WARNING - V-gfij dslgn parameters and READ NOTES ON 77rrs AND RJCLUDED mTEK REFERENCE PAGE MI-7473 ren. 10-WS 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. �'� AppllcoUlity of design paramenters and proper Incorporation of component Is responsibility of butding designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilllty of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the bulding designer. For general guidance regarding .cwee c PinFon a fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Type M11311 I J4 I MONO TRUSS T41 34982 7.140 s Oct 12009 1-0-0 4.0-0 3x4 M1120= 26 10:34:00 Scale = 1:11.21 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(rL) -0.02 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >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 Installation guide. REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Harz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=-215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 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. 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard PaV 'f�7' i N 68182 4 ..rr :1��/ r�_ .. �J 44 T F :� • • ''''ass• •.NALE� 111111111 FL Cert. 6634 July 26,20 WARNING - Verlf3J design parameters and READ NOTES ON THIS AND INCLUDED BHTEKREFERENCE PAGE M11.7473 rev. 10-108 BEFORE USE. R Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not hm designer. Bracing shown B for lateral individual Additional temporary bracing to insure during is the responsib011ty of the MiTek" support of web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ♦OW6R ro r6Ri K- fabricat on, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Thus Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 1,15 Truss Type MONO TRUSS T41 Chambers Truss Inc., Fort Pierce FI.34982 3x4 M1120= 5-0-0 5-0-0 Scale - 1:12.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.37 BC 0.34 WB 0.00 (Matrix) DEFL in Vert(LL) -0.03 Vert(rQ -0.06 Horz(TL) -0.00 (loc) Well Ud 2-4 >999 360 2-4 >866 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=-123(LC 3), 2= 231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 D01--1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 joint �N%%PaU N V'§'� !� 2. I LOAD CASE(S) Standard �,� ' •. �� G E NJ �o,�� i N 68182 T F ;LIJ001 • law FILE 0#'010'hY - 11111 FL Cert. 6634 July 26,20 WARMNG . Vm lflj design pa ,zmei s and READ NOTES ON MIS AND INCL UDED MITEK REFERENCE PAGE Krr-7473 mu. 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 buiding 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. Addi Tonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding A—-. - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 I J6 I MONO TRUSS 14 I 1 I T41 -1-0-0 6-0-0 1-0-0 6-0-0 W M1120= 6.0-0 7.140 s Oct 12009 K-.1191cl1NiFtoifl Scale = 1:14.5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.60 BC 0.51 WB 0.00 (Matrix) DEFL in Vert(LL) -0.06 Vert(fL) -0.14 Horz(TL) -0.00 (loc) I/deft Ud 2-4 >999 360 2-4 >476 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2= 248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) 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 fi' 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 July 26,20 ® WARNING . Ver3,%ij design pamm&— and READ N07ES ON TRIS AND INCLUDED BBTEK REFERENCE PAGE PHI 7473 re . 10-VS BEFORE USE. o Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown for lateral individual Additional temporary bracing to insure stability during construction is the resporebllity of the MiTek" s support of web members only. 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/1PI1 Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely InformaBon available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 IJ7 Truss Type MONO TRUSS City I Ply 11 9' Porch T41 34982 1-0-0 3A M1120= 7-0-0 Scale: 3/4•=1' 1 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 FBC2007ITP12002 CSI TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFL in Vert(LL) -0.11 Vert(fL) -0.27 Horz(TL) -0.00 (loc) I/defl L/d 2-4 >722 360 2-4 >289 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 231b 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 No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi fek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3=-1 91 (LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 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. ,j1ll 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint f,� v, N 2. IDS ,• Pa LOAD CASE(S) Standard FL Cert. 6634 July 26,20 0 WARMNG - Verify design paran a— and READ NOTES ONTRIS AND INCLUDED MITEKREFERENCE PAGE M I-7473 r— 10-'08 BEFORE USE. ! o Design valid for use only with MTTek 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 M!Tek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 M11311 J8 I MONO TRUSS 10 1 1 I T41 7.140 s Oct 12009 -1-0-0 8-0-0 1-0-0 8-0-0 3x4 M1120= P�:1fUTky,I1)AK41I Scale = 1:17.7 B-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.35 2-4 >255 240 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: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(LC 3), 2=-286(LC 3) Max Gmv3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fil between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard ® WARNING - Ven'fij dcslgn paramet— and READ AT07ES OM Mrs AND INCLUDED 111r7RK REFERENCE PAGE L171-7473 r w. 10-'08 EEFORE 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 buss designer. Bracing shown Ls for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. t ♦♦♦�oP00 IN i N 68182 r T OF : lU • e �p••T �:_,�. 441 C? ,e� N %%%% q' FL Cert. 6634 July 26,20 Lei MiTek" POWLR m /[RlORH- 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134035 M11311 KJ7 MONO TRUSS 2 1 ' Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1-5-0 6-8-12 9-10-1 1-5-0 6-8-12 3-1-5 Scale = 1:20.8 4 3x4 M1120= 2.83 12 3 8 7 2 1 9 10 6 11 5 2x3 M112011 3x4 MII20= 3x4 MII20= 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets MY): : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(Q -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 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 Horz2=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=-439/69515-6=-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. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,>> I I II II II II 1 111 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 �l�I � N between the bottom chord and any other members. Qv �� �i� 4) Refer to girder(s) for truss to truss connections, e�� QP,. • C•E N ' • �,•'�,� SAC`••? 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and 00� ♦ 249 Ito uplift at joint 5. 4% 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 IbZ : N( 68182 down and 14 lb up at 4-4-0, and 57 Ito down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up a>: * •% 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chores ` The design/selection of such connection device(s) is the responsibility of others. ` 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �:• T OF :��/ LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �i� 1 Q;G�?o♦ ss ' • Uniform Loads (plf) oj� • • • • ,� l (lb) 5 20 Concentrated Loads Vert: 7=10(F=5, B=5) 8=-115(F— 57, B=-57) 9=38(F=19, B=19)10= ) 11— F=-25, B=-25) CoFL Cert. 6634 FJuly 26,20 Q WARNING- V-Ifij dslga parameters amdREAD NOTES ON MIS AND INCLUDED Nl7RK REFERENCE PAGE MI-7473 r . 10-'08 BEFORE USE. Design valid for use only with Mlrek connectors. This design Is based only upon parameters shown, and is for on individual bull ding component. WEI 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 fOW<A-P[ ... fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 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 T4134036 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1-5-0 7-3-4 11-3.0 1-5-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 rl2 3x4 M1120= 3 8 2 7 6 3x4 M1120= 2x3 M112011 3x4 M1120= 5 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(fL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/I'PI2002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max Upliift4=-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=0/3311 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 ►►11111111/ll between the bottom chord and any other members. ,�� IN �i'f V 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 Ito uplift at joint �� P,Qv• 4, 373 lb uplift at joint 2 • •, �� i� `� ,Q �, CE•N S �� and 318 lb uplift at joint 6. �� �, �C`�•, 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N 68182 * �• LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 m Uniform Loads (plf) Vert:1-8=-54 -1 :� T O F Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B— 49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18)% %FILE milli► COPY FL Cert. 6634 July 26,20 ® WARNING - Verijf,I dslgn _parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M -7473 rem. 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. Lai Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support of web members only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pOw6q m pCnFOHN' 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 33610-4116 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'r/l e, wa- For 4 x 2 orientation, locate plates 0-IQ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION r) c O U a- O P 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. © 2006 MiTek® All Rights Reserved P13WER TO P,ERF0RM." MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building LAM designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. f 6. Place plates on each face of truss at each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. LU 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green I 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17, Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. I Y SURVEY.1 BOUNDARY PLOT PLAN U C 11E IN FINAL TOPOGRAPHIC COMPLETED ON: 10-04-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 14363 ISLA FLORES 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE AVENUE, OF THE UNRECORDED PLAT I SHOWN HEREON. OF FAIRWAYS OF ST.LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. FLORIDA. Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO - II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 CO065 F., EFFECTIVE DATE JUNE 30, 1999. ABBREVIATIONS: �- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE :,,,FFE = FINISHED FLOOR ELEVATION 0 N W SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE 2 c5 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE a CENTERLINE OF ISLA FLORES AVENUE HAVING AN ASSUMED `"SF = SQUARE FOOT 15 BEARING OF EAST,ACCORDING TO THE UNRECORDED PLAT OF 0 = DELTA OF CURVE FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE: 1 "=30' DATE: 10-04-11 DRAWN: CJM JOB NO.: 11-1185 DATE: SITE ELEVA 0 z w PERMIT #: 20' PAVED ROAD ISLA FLORES AVENUE 0'00'00"E 52.05' I o.ca. PORCH 15.0' 9.5 io AVERAGE TOP 4.0' -t OF FORMS ELEVATION=25. 2.23' ABOVE EDI OF PAVEMENT 15.9, J 1 1 W 10.1' 20.00' 7.0' p° PATIO to 0 O ct 20.00' ion lot 14.02' to 0 O CD S89054 45 W 52.01 �° � m 14363 ISLA FLORES AVENUE ALEXANDER I PIAZZA PSM, INC. Surveying • Mapping " Consulting 619 SW Biltmore Street *LEf7280 Port St. Lucie, Florida 34983 Phone: (772) 340-7770 Fax: (772) 340-2250 LAST FIELD DATE: 10-04-11 CERTIFIED TO: WYNNE BUILDING CORPORA+TION 1 � rF, , I hereby -certify thot the suFvey shown''hervir is -true and correct and is bcsed on actual*oseurements,laken in the field. This sur.v_ey meets the Min= Technical Standards of Chapter 61G17-Florida administrative ode. ALE)+A" Professional urveyor`dti,Mapper Florida Certificate No.: 6330