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HomeMy WebLinkAboutSUBMITTED PAPERSo AjusE b k, PLAN REVIEW FEE: RECEIPT NO.: 1 l PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED co St. Lucie County Building and Zoning >: SCANNED 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 p St. Lucre County 772-462-1553 C or� 10 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: \�-kORn Spanis La es 2. PROJECT NAME:_F SITE PLAN NAME: 3. PROPERTY TAX ID#: 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 BOOK 6. PAGE NO. 7. BLOCK NO. S. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: BACK: �g*' RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) DQ NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [g] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. 16. SQ. FT OF CONSTRUCTION: hU�� VALUE OF CONSTRUCTION: $ 51 , 000. 00 15. SF. FT lst FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is Woo or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 ,�- c�sr�-o4v �0 U OWNER INFORMATION NAME: Wynne ADDRESS: 8000 S. US1, Suite �7r34952 31 �" CITY: Port S t Lucie STATE: F L PHONE (DAYTIME): (/ 7 2) 8 7 8 - 5 5 _ 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: STATE: ZIP: CITY: PHONE (DAYTIME): L_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 $ 8 9 8 BUSINESS NAME: Wynne Develo ment Cor oratio QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 S. US1, Suite 402 CITY: Port S t . Lucie STATE: FL ZIP: 3495 2 PHONE (DAYTIME): (7 7 2) 8 7 8- 5 51 3 FAX No ; 7 7 2- 8 7 8- 7 6 5 6 Email: ARCMT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. ZIP: 14096 CITY: Stuart STATE: FL PHONE (DAYTIME): (7 7 3 2 8 7- 8 2 5 R B ONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: ;:Then a permit is issued and it is not picked up within 6 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S STATE OF FLORIDA COUNTY OF S t . / I certify that all the foregoing information is accurate and that all w ill. be done in compl: with all applicable laws regulating construction and zoning. a®R LIATI7REN y, C' NTRA OR;SI A :, =REr STATE OF FLORIDA Lucie COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this _/3— day of ,!/�Cfi�%120�, by Mattb w� TT WYnna who is personally known ✓or has produced identification. The foregoing instrumentt was acknowledged before me this day of by Matthew Lyle Wynne' who is personally known ✓or has produced as identification. ` — — g , otP Ca,,,, DdROTHY ANfJ HA Signature of No ��, �� P� ,, IROTHY ANN HAFNER Signature of r aY P ' e� c �; _ Notary Public - State of Florida Notary Public -State of Florida Commission No. =• " ' •= My com(r&Wlres Oct 2. 2012 Commission No. MY C SaI)Expires Oct 2, 2012 Commission # DO 827096 F FLOP°•' Commission # DO 827096 Bonded Through National Notary Assn. Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERIBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. FICEUSE ONLX�', r ION �� TOWNSHIP 34 RANGE MAP NO. ZONING LkLAND USE n LOT CVG %%� TAZ NO. FLOOD ZONE FIRM MAP # ('' 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER. C.�► SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE ON PERMIT CODE I 0 I AREA E FEE (RADON) LIBRARY . PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FBE IMPACT IMPACT FEE C FEE FEE GENERAL SCHOOL AD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS IMPACT DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE FEE REQUIRED FEE VARIANCE 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 REVIEW REVIEW REVIEW REVIEW RECEIVEDI-�r,r_� 6u DATE COMPLETED: INITIALS b11U412012 12:40 1124b'-13 i-. SLC INSPECTIUh PAGE 01/01 Fort PI cej FL 34902 772-462-2173 Fax 772-462 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT _ PERMIT #.���� �lir I JOB ADDRESS: -2- D BUILDERjCONTRACTOR: /"'° c PEST CONTROL CONTRACTOR: PEST CONTROL- LICENSE #: We, the undersigned► hereby certify d1at we have pry the above described won fbr subwmean termites in a=rdanee with the standards of the National post Conb'ol Assodatlon. Square feet if area treated: IE6 Chemicals used: -nqy S t- Pementage of solution: ' Total gallons used: Gabe at Treatment: Time of Treament: ,� / • 3 — -Footing la Treabrie t Re -Treat Drivewryi5t Treatment Re -Treat other i't Treatment WTreat .,gib �C��� 1 Treatment Re -Treat, MAY Z g 2012 --YOOLS ' ��'� Treatment RI -Treat• �!'erimeber for Snal hwpectlon AOt Thee mLat be s w pivWd &= fQ eadr raWkrd &BONO* rarta &&*n nt Bred #& forn mmtbe an d*M �Itb Qv be P#ed up by the '°�' � � of eaah � ar t#ae s�ghedrrle�d lr�ae�ita►r wr71 raa7and a r�irtspxttan fee dw-p" Fla W.Zs C&Wowft of RVAIMe Trw&g"tttrprrvarn*n oft mxfm A wWVW rcwW tj0h5 ePOOV board "be pnvkW to react W dt Treaon" Ce VAwMg as eadr&pAvdpwtvc0w erMMerit b: rid, pnog"a OW for ehe pow the pia b: &amd to and another OW Ar bV bUifa W PWW film 77W 77wDyient Cartttkatr shO Me product rw4 HWMW of do 4pltratar, brim apid dke of tt aeadne74 -rib bratty area bVgtr4 dxmrtca/ tjS&4 pe►c& t cwxV &wy aW jxwt r afgaAM used, to esb&M a rerriraM ra+M. of pratoMa&wfterrt. Drftw#dyer**1barrfwmethodfor termdtapvmftnIsused, tFiia/exier�orbnabrxrKshah be awWhfedp *rta &W&OLIr9 a wmW. st uKle Grwnty requires for the final Inspection f+or CO, a Pomnent Sdckar to be placed on Professional Insulators of South Florida FTC Insulation Installation Certificate . To: St. Lucie Count Date: May 7, 2012 Re: 1112-0221 Lot/Block: Address: 14086 Zorzal Ave Project: The nndersinned herehv certifies that insnlatinn has been installed in the above described nronerty 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: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: I lPolyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning JRock 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: Rock 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: I 10ther It V 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blank Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. 'General Contract/Builder Insulation Contractor F Z --al I 0nTinenTR Contitlie6t , Florida Materials Inc. _1738334 13450 Ounrise Blvd., Suite 430 �� ■ rlE +t EL, ERdqGp�GE. EN�I , roup Sunrise, -,,FL 33323 Tel: (95''4'858-0za0 n , r - CAUTIONH Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid prohibited UNLOADING Driversdehe from delivering concrete except under the ��� contact with eyes'where possible and wash Vuck's own power, and where site conditions zt u IUI„��, {,� exposed skin areas promptly with water. If any permit the safe and proper operation of his Pe Z. �= / f1'4'7J 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 4 ,,41 Z 2- L ,ram FONT PIE RC:L-' (W CONCRETE E PL01'1{ treatment. Sawing, or grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his 377b SEL-V S T2 R(NID particles which, without the use of proper eye or acceptance of risk for any loss or damage. 6 4 1CrEF- 7fi'f/{ t respiratory protection, could cause eye or nose. I acknowledge that 1 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 thisIticket. '_• Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's - -_ YARDS ON TRUCK/GALS OF WATER ADDED ADDED 'Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME PURCHASER/ ('v PURCHASER'S AGENT s \ PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET ��J�c��9 1 • � �+�Ic:`if 9.c_ 1�I�L1QI! o• SOLD TO DELIVER TO ,:;,! RCItDi EY HALLS CONCRETE 14W116 ZOIRZAL - FORT E H'ACE ^ ,� r, Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD AORrrDERED DELIVERED CODE MEASURE PRICE PRICE _ B.'4.t C3o 5k; .. i3e Jti.: 7rr L.�lr�i i'Yl.: �t EEG 5/ AIR t�. 'Lt�t 5'riJ .l €'EG 1'11 P-5 cL.A 6" IR ry ... n- y� ,�, !ari .-F7B CP`1 I. / c f c -- - - - ;=i+�9�r ✓� 099 0111) -FEE,pjb' = -- -- _ C®UILy+ FL Truck # Plant # Slump Due at Job Use of Concrete St. Lucie L.,IP 17, J • • ' SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name 3?,c01 PF'P1IC11 TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions '% 1. WARRANTY: The materials sold by Contine orida Materials Inc. (hereinafter "Continental") are warran r 1 year from4he date of delivery to be free from material. This warranty is -exclusive and is in f all other warranties (whether written, oral or implied), it16iuury any warranty or merchantability or fitness for any p 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 dellNo_ 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, indirecti�, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE -REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are'alleged to be defective and/or are alleged to have caused purchaser,to suffer personal injury, loss of life, property, damage or economic losses as a . result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or anyother 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 sate tq',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!0 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. i 5. MIXCODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts•_full responsibility to determine the -location for the r€:adymix 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 opinionthat 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, UNATJ_E_.NDED DELIVERY SIL`. 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. DELAY& 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 df 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 musf-be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery,ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of.delivery: otherwise it will be accepted by Purchaser and in the absence of any. claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less -than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.�U 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•conrrete to which the Purchase; ; ;ithout the approval of an authorized agent.of Continental) has added or requested Continental.to add anywater, admixture or additive or where the Purchaser has misnandied the concrete after delivery. 14.TECHNICAI_ ASSISTANCE` Continental accepts no responsibility for claims arising from technical advice or assistance providkd to the Purchaser. Adyioe -d assist w • urovided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other'technicaf expeIrts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 1, p 16.MQDIFIC}4TION OF ER MS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restri`.irig 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 tnakiag -?n 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 t_he 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.TER...MS: 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 gl,iotation;, 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-lerms contained herein superse�o 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 be 6Y1 the Purchaser for a specific project or job, all of the terms sp", for)ITth'erein shall be deemed to be it part of and incorporated by reference into such written agreement or purchase order notwithstanding any term'or provision in the written ei ntracf or purchase order to the contrary and, if there is a conflict with terms andfor provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. 1, St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-21.65 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: ` �... Property Addreg5: Permit Number: \_ IA /'•. !D a V THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICA G POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED CHIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPA RATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUI•ST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our, signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, whiclu is incorporated hqrei;n by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the pre;nise is ready for compliance inspection. 4. All requests for an extension beyond 30 days 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 pf -der issued if the Final Inspection has not been approved within 30 days. A fee of $7100.00 will be required to lit-1 the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUt ;IE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAX ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONN ECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. A CONTRACTOR ..; W� DATE DATE -�l-;t, SIGNATURE DATE 64h�'e rr r conTinenTRLO Continental Florida Ma i 13450 W. Sunrise Blvd., S Sunrise, FL 33323 Tel: el: (954) 858 0780 c c or grq grout may cause skin f ivering concrete except under the I111[111 �r$ !��.� contact with a es where ossible and truck's own wer, and where site conditions I N111 I I11H, 'if� V� U �� � U� �li� &U r� E A &L exposed skin areas promptly with water. If any permit the safe and proper operation of his ,p •' pand t' cement mixtures get'into eyes, rinse immediately repeatedly with water and get prompt medical equipment. Drivers are not permitted to _ add water to the mix nor to go.beyond the • eR— d/ / 7--- treatment. Sawing; or of concrete curb line, except upon the authorization of ;t Q ZZ rtT rt Ct { r C { 7 . A i'°` °' �I `tr &'^ U } �)i l .,� l At I grinding masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his -ANT particles which, without the use of proper eye or acceptance of risk for any loss or damage. i (.` Eti.'; .i, ' "; j7i ip,;b 9 respiratory protection, could cause eye or nose I acknowledge that 1 have received and E- - ; ?, 4i trv'" f i w-S irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by, Continental Florida / understand and agree to the terms on ' Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are ,available upon request. both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's %= YARDS ON TRUCK GALS OF WATER ADDED _ ADDED ;,Agent request. 9 8 7 6 IS PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY 1,, SOLD TO f r QUANTITY QUANTITY QUANTITY PRODUCT , THIS LOAD ORDERED, DELIVERED CODE !Altd ; 4.I !a iP:r t ;i)a ?tin it t . Truck # f Plant if Slump Due at Job _ Calcium Air Entrain :)Super Plas. ❑ CONCF Delivery Instructions rn-(vi,iwi1 ; 4 3 S 1 PURCHASER/ ' PURCHASER'S AGENT ZONE JOB NUMBER TIMETICKETED DATE TICKET 1 ir ei,:. / :,C"r�� 1 ._ 1 3e :.ff.;; t _. o-v. DELIVER TO Concrete Disposal: yds PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE 'PRICE PRICE' ; ?slztxl P`;d I`,J i.10 r'f 1'' ' P 1-11F- RE ` 1 7' C7' FEB Use of Concrete ° r• r,° - . -y fit' i-.. -rc v✓ `' Drivers Name SUBTOTAL z, TAX TOTAL rf teTnnn�o �'f[er. "Contir�gntal") are warra�for 1 year from the date delivery to be free from defects in (a written, oral or implied), including any v�arranty or�metftantability or fitness for, any particular a� N.., €hase price of,thI0'maierO� supplied, the purchaser r� *t examine'the materii41 upon delivery action or otherwise coPr��vill not -be liable for anc.oiher da eggs incitiarng ut not Rm(tQd to nc gtital, indirect, ........... .......... c s quential, special a,� _ �.� � o p fits, or any other qan ?.�rislbcy out-ofthebreach of any obligation under this agre6i hpnt, Ptt��hasr r fu ti,? agrees that no claims may be filed under this-i—anty unless and until any, indebtedness to ijnenial is paid in full. fit` 2,sEXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services; t• % supplied by ContinerLl,are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, l9ss of life, property, ffi° loge or economic losses as a r' 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 m a tortious conduct or statutory j .� violation by Contlnenta'i, (shall be limited to; and shall not exceed the purchase price of the goods, materials. or services pu{`chased 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, ounsequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral �xpenses, any other simiaa damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing anyclaim, demand or cause of action against Continental for breach of any obligaliow under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct commi''ted by Continental in conii9ction with its sale to the purchaser's use of goods, materials or services sold by Continental. t 4 1 DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees,.1hat al!`past.due accounts wiNaccrue interest at 1.5% per month. - ! r 4. GOL_.LECT....LON COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by,Continental prior to judgment, in-ohtuining.judgment, or aopeal, for bankruptcy and for post-fudgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward;Gounty, 5. MIX CODEJOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to kterr lie,,tlreadymix concrete. 6. DELIVERY SITE,. CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the P6rch (tub f.6r'su, h 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 b16 f a'1•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 ant los e to prod ts, 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 in fuding but {.flitted to pi"an nd delivers/ equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of an' part of n arderf t c rcf,a§or shalkaccept 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 whe of the ortj�i' agreed to�helsold,and the same terms ' of payment. �? - 9: OUANTiTiES: This type,and quantity of products delivered and detailed on the delivery. ticket must be checked by the baler at,the time of delivery for cbmpiiance with the 'Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all t opies of the delivery ticketsiyrted by the Purchases 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 PurchaserIshall be liable to pay for the full quantity of products - listed dn, the Continental delivery ticket. t O.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load chargergn each delivery, less than five yards. One call back j 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 C_H.ARGF: A $5.00 per load environmental charge will be assessed. 13.SPECIEICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C=94_°specifications for Ready;Ntixed 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 of: additive orrhere the Purchaser has mishandled the concrete after delivery. 14.7E..,.C_..H....NICALASSISTANCE: 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. ii1 16.. MODIFiG._ATIQN O� TERMS: No employee or agent of Confinental has the authority, in the absence of an express writing, to maki 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 suchS 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 bealtered 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'coyli' ns. SomeofContaeptal Divisions'. terns may vasy due to industry standards but all changes must be approved by an Officer of the Company. 1 17. ET RMS; The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any'c arise in th 'tpgal �s' jkjS 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 forms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, ry@ If, at the request of the Purchaser. Continental Florida Materials Intl ters into a written agreement�o pulchase• er with therPo p 'aser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth ho'Sl n shall be deemed to be a p'ar[ d r'rd 'incorporated by r-ferenke into such +written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contr 115d, if there is a conflict 1with terms anal/or provisions of the written contract o `purchase order, the terms herein shall prevail and beAeterminative. 63J ito ao a $WXWMQAWMWPW' mr*CPMW49wm* iammartunowma A eqpXd*NRAWOWAWUWA 0WOOMOMWOMMPAW & f uowwm V040 avidmmjwxwRWAWM,- �mw IF, 11 plumpWim WMW --P-WAWMW#VP4Vm-Fq 94 WWW4pwAW40KWjMoj&ft* wpmwgo"wQ"w-vxcw onaft ljwwvhr� polop i�m �-- 4m UN ow jo spapap *a qRsoveow""Nam 4 vor 1. MUM am AM Ll "A Ulm-i� SWIM *ft -12W A I!v Am Ar-L'Ir ^-N% I", cl 2"9297 'u--L" 2t;,09"22,LL m Am=* son -a *I—d, aq WOOF — if) ougpiom 14 wpm ==amp Wm Aam "LOLWA MA lam S 35N3)n IDUL= JS3d 1OWN00 l9d :umommooAwane Jlwv3d Hinos: wmjA 22:20 2TO2-03A-2T � 1 2p�`k930 canTinenT : Continental Florida Materials Inc. 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 " Tel`, (954) 858-0780 i CAUTIONH- Freshlymixed-cement, mortar;. UNLOADING Drivers are prohibited rIE�DELBEriG�Et�VIENTGrOup concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where,possible and wash truck's own power, and where site conditions „ ` exposed skin areas promptly with water. If any permit the safe,and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and,get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or` gn of concrete curb line, except upon the authorization of n 1 q R, /L L (5 727- the r masonry units may result in the release of dust particles which, without the.use'of proper eye or the Purchaser/Purchaser's Agent and his acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose 1 acknowledge that 1 have received and �4f��llti� �11d.�F'Sr'�Il�1�R9I'R'J'j�;l�RIIl1� irritation. The Material Safety Data Sheets for the products sold, by Continental Florida accepted the materials listed on this ticket. l understand and agree to the terms on Curb Itne erossed�at sr PuCe�laserl,Purehase�sJAgept .gggest. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent '': tF -3 1' 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 • Iest"l f, Y :.:,_4;.�.,A.. \!}! i,�sr^;:.,i".C'. I L: 4'`4..tn!•! 1 10 ! 8 7 6 5 4 $ 2 1 PURCHASER/ / PURCHASER'S AGENT a.+ ICHASER/PURCHASER S AGENT P.O. NUMBER ORDERED BY ZONE JOBNUMBER TIMETICKETED DATE, TICKET )LD-TO DELIVER TO QUANTITY , ,:'; QUANTITY,- QUANTITY PRODUCT, THIS LOAD' °.'' ORDERED DELIVERED- -` CODE' Truck'# '` �� Plant,'# tJSa Slump1•`Ff' Due at Job Calcium Air Entrain Super Plas. ❑ TE; ' _CONCRETE +•.ra.• lra Delivery Instructions Concrete Disposal: yds RODUGT DESC P RIPTION UNIT;DF UNIT EXPENDED MEASURE v PRICE, PRICE Use of'Concrete rl r+ `tTr 1 F F lli.' I'+`. 4' K, E, {"+ _ I i ) r I' k > �...L}:.. Q ASUBTOTAL 1-4 Drivers Name TAX f,, iNIII 11,0`.fa-CUSTOMER WARRANTY: materials "Continental") are warranted r Dar from the date of delivery to be kvee frori i:Lpfects; in material. This warranty is exclusive and is in lieu other wananties (whether written, oral or implied), includiny driy warranty or merchantability or fitness for any particular purpose. Continental's liability under any circurnstances,will not be greater ihan the purchase price of the materials supplied, the purchaser must examine th�_ rnaienal upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other darn�ages including, but not limitAl to 41cidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agroerr,,�,,nt, Purchaser fwthef Mroes 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/o - r 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 torfiou� conduct or statutory violation ., Continental, shall ~~.~ limited to, and shall not ~~~ of .the purchase price ~ the goods. materials, ~~ services Purchased from Continental ~, purchaser and purchaser. agrees that Continental shall not be liable to purchaserfor any other damages including,profits, lost indirect, incidental, consequential, Continental Florida Materials Inc. :y 72782 conTinen-r t 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 CC C ^>��`I�°° Tel: 858-0780 CAUTIONII - Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HE I DE L&� C E M E NT G IY O U p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to !\ V I / 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 f /l masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket ' the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent } TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED. .r Agent r�q 11 st jj�jt�9F' Vll 11 y 8nl _ UI ii ! (p ({R tI� !I I i I ARRIVAI$ITiME[[1111iiSTX"R7'IP� R ITiM 111MFIAISNI��OUR TIME LEAVE JOB TIME F r 1 k , `. , C i '1do/ �, 6: 01 - = x BYt 10 9 8 7 6 6 4 3 2 PURCHASER/ " --- PURCHASER'S AGENT ;/, JOB NUMBER DELIVER TO TIMETICKEfED DATE TICKET Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION a UNIT OF UNIT EXTENDED THIS LOAD 'ORDERED , DELIVERED CODES - MEAS' E �' '. MEASURE PRICE PRICE a t , 4 a ` ti a Trilckl# � p -Mart # Slump Due at Job Use of Concrete [li0i*il. 416�t_lM.� l,Lli,4a `.i�� 1 t; 9. trlLlt �;�ll t r:1 �L� susroT�i' ll� t q7 ZI Calcium Air Entrain Super Plas. Drivers Name 'TAX ❑ CONCRETE TESTED nelivery Instructions Special Instructions UU0 I UnnCri ---,i-t'���--lyj��.< <._.�•ii�''n' t'tL'.�- - Y.+���y-e-��%rf�� - - - - e .� .�j"'j!. - - _ .- t �J�r�� .� �"�{'Y 3. �.�? E�� �.Ti � Y�D � �"a ^o �-- v�y`t:F? fr• Y 11f, II...I.-A 1'F;,() 1. A !4ZI E..I)P. ; •: f' A 4 ll i 5 b-•G•i �. I�d�JG�•I''� c� j r:i fil e gI R' p o l I c h 5 1, W.....A...RRANT.Y..: The materials sold by Continental I Materials Inc. (hereinafter "Continental') are warranted ear from the date of delivery to bedree from defects in material. This warranty is exclusive and is in lieu ..,,..ether warranties (whether written, oral or implied), includi,,y —y warranty or merchantability or fitness for any'articuiar purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the mv, f riat upon delivery and before installation to _discover any defects, latent or otherwise, and Continental will riot be liable for and other damages including, but not Inited+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,ta 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...C..OL.L.. EC.T..I..O.....N_...C..O....STS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental !prior to judgment, in obtaining judgment, or appeal, for bankruptcy arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County; Florida. 5..M.-.IX..C.ODE/.L..O....C....ATONS The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the locr_tion for the readymix concrete. 6. DELIVERY.SITE CON.D.I_T..IONS: 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 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 Continentai 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 br toted on all copies of the delivery ticket signed bythe 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 fullquantity of products listed on the Continental delivery ticket. I0.t1IN_I.MUM _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 AIVAITING 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.SP�.CIFiCATiON: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mitred 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.TECHNICALASSISTAN_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 avallable upon request. 16.MODIFIICATiON OFTERMS 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 conditioris 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 Continentai. 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.TERfv1S: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the tern of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision it 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. CO -nnEn-r Continental Florida Materials Inc. ;:y� �2'7823 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 CAUTION! I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HEIDEaLrBERCr ,��E, ' fi-NpTjj,MI roue concrete or grout may cause skin injury. Avoid from delivering concrete except under the U@J�_�J9p� �ltfJ� f contact with eyes where possible and wash truck's own power, and where site conditions 8, ;5 G exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to � and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the?use of proper eye'pr acceptance of risk for any loss or damage. �E; �Y{;l } { [�,'p�'t respiratory protection, could cause eye or nose I acknowledge that I have received and a , irritation. The Material Safety Data. Sheets for accepted the materials listed on this ticket the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's, Materials Inc. are available upon request. both the front and back of this ticket. AAgent TOTAL 9 WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/ GALS OF WATER ADDED ADDED Agent request. " 10 9 8 7 6 5 4 3 1 V ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME I PURCHASE7,PP - P.O. NUMBER/ORDERED BY /C}}fiASERSAGENT SOLD TO 10 -QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD 'ORDERED DELIVERED CODE PURCHASER/ PIIRRHARFR'GA(`,FN� ZONE 'JOB NUMBER DELIVER TO PRODUCT DESCRIPTION. N TIMETICKEIED 1 DATE d.=SIi+tf{, `L:C1F�r_:63? Concrete Disposal: rf.' I�t:E_ yds s' UNIT OF UNIT EXTENDED MEASURE PRICE PRICE ; tra, y JDF- 1, IFT.BPiI...I.,t'li IT:t'a C Li 1-0. _ ea Truck # Plant # Slump ,.. .r Ij, Due at Job Use of Concrete SUBTOTAL Calcium: ri , Air Entraifj ., Super Plas. Drivers Name TAX ❑ CONCRETE TESTED f Dw% ! y) f.:.9'' t TOTAL Delivery Instructions „_ _,_, ,__�___.,___ CUSTOMER 1. WARR.AN_ : The materials sold by Continental F Materials Inc. (hereinafter "Continental") are warranted f Dar from the date of delivery to -be kee from defects in material. This warranty is exclusive and is in lieu u, o,� tether warranties (whether written, oral or implied), including u.,y warranty or merchantability W 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 damag�-s including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement.Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious camduct 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 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, CQL.L..EQDQ...N CO....STS: 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 ._CODEILOCALL : 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 t.ontinental 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 quantifies 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,prbducts listed on the Continental delivery ticket. 10 _MINIM_.UM LOAD CF3A_...F3GE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE:,A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete. Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTANCE: Continental accepts' no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of,these terms and conditions. Some 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 terra 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. Continental Florida Materials Inc. ~' ' " ;� 1727325 17 2 7 3 2 5 conTmenT 13450 W. Sunrise Bivd., Suite 430 Sunrise, FL 33323 ,- Tel: 954 858 0760 ■ i ,1' „1 11- tI I ) HEI 11 a LBER I (+11E, BENTj, i roup Nil, I I CAUTION.. Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the 1 ru Jtl trlu ytrt?r jr@rt tf9`1� 9 ILiiO' �f contact with eyes where possible and wash truck's own power, and where site conditions v� 1 exposed skin areas promptly with water. If any cement mixtures get into eyes, rinse immediately permit the safe and proper operation of his equipment. Drivers are not permitted to - and repeatedly with water and get prompt medical add water to the mix nor to go beyond the "d._t i ` treatment. Sawing, or grinding of concrete curb line, except upon the authorization of e 0 C;I"_ 1 ;.r I I ',7 ii�'I( t y masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. 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 / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent 9 TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 PURCHASER/PUR/CHASERSAGENT P.O. NUMBER/ SOLD TO QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE Truck If I Plant # I Slump Calcium', ''I � Air Entrain, 31 Super Plas. 4 3 2 1 PURCHASER/ y.•_ PURCHASER'S AGENT ZONE JOB NUMBER I TIMETICKETED DELIVER TO PRODUCT DESCRIPTION Due at Job Use of Concrete Drivers Name _ ❑ CONCRETE TESTED Concrete Disposal: UNIT OF UNIT MEASURE PRICE _I_ ' i.. i'y SUBTOTAL TAX TOTAL tT�_1 yds EXTENDED PRICE weuvery mstrucuons ... . .. f, ,:, CI1STnMFR ra 1. WARRANTY: The materials sold by Continental i Materials Inc. (hereinafter "Continental') are warranted year from the date of delivery tc be,. tree from detects in material. (t i rranty iS exclusive and is in lieu _ _ other warranties (whether written, oral or implied), includ..., _..y warranty or merchanfabiiity or fitness for anyrparticuiar purpose. Conunental'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 instatla,hon 10 discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials; or services purchased from Continental by purchase: 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, mec,ical 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.JON._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. M!X CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for tite readymix concrete. B. DELIVERY SITE CQN._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. 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 agile 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 term,,, of payment. 9..QtJ.A..NTITIE3: 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 foil quantity of products listed on the Continental delivery ticket. 10 _MINLMQM LOAD CHAR_G_._E: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back " without charge will be allowed on pours exceeding ten yards. 11.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.TECiINICALASSISTANCE: 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..SAEI=TY._p.ATA..: 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 terns 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. DUNKELBERGER engineering & testing, inc. f,. Density Test Report Project Name: Spanish Lakes -The Fairways (Indrio Road) Address: 14.485' rzal� Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1112-02 Date Tested: 2/2/2012 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 2/2/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Laboratory Proctor Maximum Dry Density (Pcfl Optimum Moisture (%) Dry Density (pcf) Cone Resistances (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 112 13 109.1 --- 4.3 95 97.4 Pass 2 12 112 13 110.8 --- 4.1 95 98.9 Pass 3 12 112 13 110.3 --- 4.4 95 98.5 Pass Type of Field Density Test: r ASTM D 1556 r ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: r AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2549 Moisture: 647 i ': � So>It Tky�e , � Elevafton� €Test Location 14086 Zorzat StructuralFs11' � A 1 1 0-12 Front of house pad (footing subgrade) qW 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Pub.t unty, F►- St. Elevation/Depth Referenced to: 1" Typ. I Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: F NGVD r M SL r Other: Inches below top of footing or slab subgrade cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) r l ` St. Lucie County Building Department ... (1) --� f David T. You st{ m Xiaoyan Zheng, P.E., PhD Senior Proje 1V arwer FEB 2 2012 FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordaAoe- ith Rule 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.3) Progress Report PR 37 JOSEPH E. SMITH, CLERK OIr` '.3 CIRCUIT COURT - SAINT LUCIE COUNTY, FILE # 3657265 OR BOOK PAGE 1105, Recorded 12/16/2011 at` D1 AM M10 AFreg RECORDING ReMRN TO:. PERMtT NUMBER• 'fhii Spucr i net•rvod iur rccvrdhW hJn L ` NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF Pit OPERTY (Legal description and strew address) TAX FOLIO NUMBER-1 3 0 6 —1 1,1 — 0 0 01 —t7 0 0 I.() SUBDIVIpopt'd'�rWay9BLOCK TRACT LOT BLDG UNIT I trC�ii_ "-7 _(• —% 6/7 34 39 all that 'part lying northeast of 95 -- single family residence 2. GENERAI. DESCRIPTION OF IMPROVEMENT: 3.OWNER INFORMATION:— • a. Name b.Address 8000 S. USIr. 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. USlr Suite 4(I2 PS - - 9913 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7.. Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL 6. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) •20_ ^- ^cT —-- _-._........ uc m rc na rnMMENCeMENT 201- 0590 Matthew Lyle Wynne Vice-Prps irlent Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of St - Lot rie' �FCE7T1�Ei2 20 The foregoing instrument was acknowledged before me this _3 day of — g Matthew Lyle Wynne as j/!Gf PRES/�e�.f I y (Type of authority...e.g: Owner, officer, trustee, attorney In fact) (Name of person) For Wynne Building Corporation (Namc of party on behalf of whom instrument was executed) Personally FCnown ✓yor produced the following type of ID: DOROTHY ANN HAMER °4': Notary Public - Stale of Florlda 'N�; My Comm.isExpires Oct 2.7 2012 96 of Not�Publi-)/t�Seal)� 's � s,: Commission N DO 627096 (Printed Name of Notary Public) (Signature ' %° 5�( Bonded Thrauph Na9onal Notary Assn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it arc e c belief (section 92.525, Florida Statutes). St c r Owner(s)' Authorized officer/Director/Partner/Manager who signed above: gY Ra,.aNM.0a1IRuo,ainr) _ — ....... ., ...,.....STATE Off` FLORID `. -L ` Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1653 Fax: (772) 462-1148 Issued: 12/13/2005 Conf #: 721 Job Location: 14086 ZORZEL AVE Permit Type: Demolition Job Description: DEMOLISH MOBILE HOME Subdiv: Spanish Lakes Fairways NE Phase. Lot: Block. BUILDING PERMIT Permit #: SLC- 0512-0471 City: FORT PIERCE Parcel: 1306-111-0001-000/0 Page 1 Contractor WYNNE MATTHEW L WYNE DEVELOPMENT CORP (561) 878-5513 8000 S US 1 PORT ST LUCIE, FL 34952 Property Owner WYNNE BLDG CORP ( ) - 12804 SW 122ND AVE MIAMI, FL 33186 Setbacks Left: Right: Front: Rear: Zoning: PUD Number of Units: 1.00 Floors: 1 Buildings: 1 Square Footage: 0.00 Minimum Floor Elevation: Flood Map: Flood Zone: N/A Elev: Job Value: $ 0.00 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Standard Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to to comply with all requirements of the 2004 Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this County, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S. DENNIS M GRIM, CBO BUILDING OFFICIAL Building Official Date For Automated Inspections, Call (772) 462-1261 For Questions, Call (772) 462-2172 S No. sec` DESCRIPTION -2- LOCAL DESIGN CRITERIA (Tab;'�i01.2(1) unless noted otherwise) _ Floor live load (Table R301.5) �/ 5 Roof live load (Table R301.6) 3 7 Ground snow load N f "o ourLUINU rl_ANNING (Chapter-') area ' —Y;- /* i (! r Q G Weathering _ Frost line depth Termite area Decay area A' r o Winter design temperature 412 Ice barrier undeelayment required Flood hazards psf psf psf Basic wind speed mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301.2.1.1) 1 / � S Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) N r� EXTERIOR WALL LOCATION (R302) ��. than 5 feraget from lofor exterior ne (R302.1, Tab walls eless R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS R303 ft� Width throw n ceilin rc�uo ceilinglight Natural ventilation* 120 7'-0" 7'-0" 5`-0" e% floor area 4% floor area 70 7`-0" nKitche,n 7'-0" 5'-0" 8% floor area 4% floor area N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area 70 74"T-0" 5'-0" 8% floor area 4% floor area N.A. I N.A 7'-0" 5'-0"t 3 square feet j% square feet . See Sectfons R303.1 8 R303.3 for mechanical ventilation and artificial light t 64" min. over plumbing rixtures. Required heating (R303.8) SANI7 TION (R306 and R307) Water closet Lavatory - Tub or shower Kitchen area with sink 07— Sanitary sewer (Chapter30) / /%i'9 Private disposal (Appendix /) GLAZING (R308) % 1-51 Identification (R308.1) Louvered windows or jalousies (R306.2) l nyJ' Human impact loads/hazardous ocatiorrs--- (R308.31R308.4) 1U� Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 3/e" solid- wood doors, 20-minute fire -rated doors (R309J) %V M Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 51s" Type X re- quired below habitable rooms (R309.2) -3- P/-' Floor surface noncombustible; sloped floor (R309.3) /✓ J/10 Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.T square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1- R310.1.4) /L-' 114 Window wells (R310.2) 1-('A Exit balconies (R311.2.1) Exit access or hallway >— 3' (R3fl.3) One exit from each dwelling unit (R31 f.4.1) Ll�— Landings for doors (R311.4.3) 0-144 Stairways; minimum width = 3'0'; maximum stair rise = 7314"; minimum tread =10" with 3/4"-1114" nosing; minimum headroom = 69" (R3fl.5) IVIA Landings for stairways; minimum dimension 36" (R311.5.4) IVIP Special stairways (R311.5.8) / !4 Ramp slope (1:12 maximum) (R311.6) _,6ZJ�A_ Ramp landing, minimum Tx T (R311.6.2) /D Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection /R3i1.2.2) Handrails; required on . side of stair, hand- rail height = 34" to 3811; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor su6ces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family Ow,l!ings: 1-hour fire -resistance rating (R31; Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) /44-e— Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (07.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) V- Location and interconnection (R313.2) Required (R318.1) 7 Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) rya nn nr c r�r� ,pa �A l ✓ Protection required (Table R301.2(1), R3M 1, 1415-"" . Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) I W.) --4 Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322. f) ELEVATORS/PLATFORM LIFTS (R323) N (Al Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) f General (R324.1) / "'� Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) f/ Concrete, compressive strength (R402.2) _ —FOOTINGS-(R�03) ---------•--- ---------- ---- ---- L-<Soil bearing value (R401.4, R403.1) noting width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) A/M In' 0 Sill plate bolting in concretelmasonry =112" di- ameter bolts or as required for unbalanced till within 12" but not less than 7 bolt diamelers from corner, 7" embedment (R403.1.6, Tobfe -- R404.4(2 r Footings adjacent to slopes (R403.1.7) . Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)J Footings in SDC.0 or D (R403.1.2, R403.1.3 and R403.1.6.1) 41M asonry and concrete foundation walls R404.1.2) Depth below (outside) grade =12" minimum: but below frost line except for frost protected footings. (R403.1.4, R403. i.4.1 and R403.1.4.2) -4- 5DC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404,1(3) and Tables R404.1.1(1) - R404.1.1(5)j MINIMUM Vlllu I H OF CONCRETE OR MASONRY FOOTINGS inches - LOAD -BEARING VALUE OFSOIL r P__2-star 2,000 i 3,00C > 4 000 conventional li ht-frame construction 1-storms_ 12 1212 12 15 12 12 12 3-stor 23 17 12 12 4-incfi brick veneer over fight frame or 6-inch hallow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 B salid or full routed mason r 16 12 12 12 rEE2�-storyZ9 21 14 12 3-Story 42 32 21 16 For5l: 1 inch = 25.4 mm, 1 pound per square fool = 0.0479 kPa a. '^— ,: efe-.m,I^iatum fooliag wid(h is 12 inches a siogjpylhe of solid or ruily grouted 12-inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407T -- Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal, wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] '�� Wood columns (minimum 411 square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408.1 and R408.2) insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soli class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) ` If uninhabitable, see under-flbor space (R408) Unvented crawl space (R408.3) Access (R408.4) . Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing 1:5" mint fro masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleeping areas, L.L. = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(1)] J R502.7.1) Joists — Nonsleepping areas, LL = 40 psf Drilling and notching (R502.8) (Table R502.3.1(2)) l Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framing of openings (R502.10) Girder spans and header spans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)] Girder spans and header sppans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- Allowable span (Table F= -1) LPEnd joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1) :Allowable spans [Tables R503.2, 1. 1(1) and R503.2.1.1(2)) Installation 1Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) C Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or 1/," crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Cold -Formed applicability limits; in -line framing (R50i Structural framing (R505.2) Fastening (R505.2.4) Floor construction (R505,3) C?f! yRETE FLOORS (ON GROUND) (R506) �� Thickness: 3112" minimum; Concrete strength _,,-(R506.1) --rr fill = an; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.212) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE�RALL 601) _sign (R601.2) Component onent and cladding wind loads [Table P g Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] - j''� �- Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) 'V f 's Drilling and notching —top plate (R602.6.f) ty Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 to IV Fireblocking (R602.8) %' Cripple walls (R602.9) — Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table "R602,10.1) Wall bracing length (R602.10.4) (4- SDC D (R602.10.9, R602.10.11 and R602.1i) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection R603.2.3) r onion Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) . Jfl Cf11 i ili vv `I wv-r of w , w�.r� _ Wood structural panels `i4) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) A- SDC C and D (R60E 12) INSULATING CUM-mc: i r- rur" CONSTRUCTION (R611) - - General desig, 11. i and R61f.2) Type of ICF wall design (R611.3 - R61 i.5) Construction requirements (R61i.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION -1312) i/ Unit masonry (R607) - Design basis (R612 l) // flo- Multiple wythe masonry (R608) WINDOWS & DOORS (R613) i/ Grouted masonry (R609) �''_ �� General; window sills; performance; testing P I(Or Glass unit masonry (R610) and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) 0- Wood shakes and shingles (R703.5) Plaster material (R702.2) f" �� faster support (R702.2.1) - Stone &masonry veneer (R703.7 &Figure R703.T); Steel angle lintels-4" minimum bear Gypsum board material (R702.3.1) Ing each end (R703.7.3) Gypsum board support, application and fas- yVeneer ties: #9 U.S. gage wire or#22 U.S. tening ,(R702.3.2 - R702.3.8) gage hyJ'la" corrugated metal; 24" o.c. maxi mum horizontal spacing; 2.67 square feet Ceramic file (R702.4) maximum area supported (wind > 30 psf and 5DC C or D, maximum area = 2 square feet) Other finishes (R702.5 and R70Z.6J (R703.7.4. f) EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.6) Water -resistive barrier (R703.2) V �� Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (13801) (/f Lateral support and bridging (R802.8) Design (R801.2 and R601.3) f`- f Wood trusses (R602. t_b.. Framing of openings (R802.9) Component and cladding wind loads jTable f � R301.2(2)] � "oaf tie•down (R802.''I. 9 ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Fire -retardant -treated wood (R802.1:4 i ou a is storage; Lam= 100 Framing details (R802. "4. I With attic storage LL = 20psf ,� / Spacing /V%�' Rafter tie (4' o.c.) (R802.3. i) (/ �" Species Collar ties (4' o.c., in upper third of attic) f (R602.3.1) - Grade iyl Purlins (2" x 4" at 4' o.c. minimum) 01.2.11 Span (Figure -Q�. �,3. 1 _ Size Bearing (R802.- -,: 4 i A-f Cutting and notching (R802 : 1. 6 Engineered wood products (R602.1. b -7- STEEL ROOF FRAMING 14) RAFTERS [fables R802.5.1(1)- Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc;/HR; Adjustment factor 7GG de Thickness General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof conslruction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806A -ter-==__.— =-..- --- ---- - -- ---= _--: ATTIC AC S (R807) t807-11 N(� TW allowable stresses/grading Access requirm eens (. Allowable spans jTable FR503.2.1.1(1)1 103.1.2 INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) l Flashing (R903.2) t Coping (R903.3) Roof drainage (R903.4) MATERIALS R904) �ACompatibility; specifications; physical charactadsfics;-identification f K 2 - L — -- - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) AlI r Wood shingles (R905.7) Wood shakes (R905.8) �0' it -up roofs (R905.9) C/ Metal roof panels (R905.10) r, Modified bitumen roofing (R905.11) IZ� Thermoset single -ply roofing (R905.11) 4/& Therrnoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.N) Liquid -applied coatings (R905.15) CATION (R906) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907J) Metal roof shingles (R905.4) 1 Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) r Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (R1001) Spark arrestors ( 3.9.1) Construction (Figure R1001.1 and Table Wall thickness; >_ 4`' jR1003.10) R1001.1) Flue lining - material/installation (R1003.118116 SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and 41,Flue area (appliance) (Ri003.14) R1001.6) Flue area (masonry fireplace) lace) (Ri003.15) P / Steel fireplace units (R1001.5,1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) r himney crickets (R1003 20) _ _ Mantel and trim (R1001.11) FACTORY -BUILT FIREPLACES (R1004) Fireblocking (R1001.12) Labeled and listed (R1004.1) A7�' Aj MASONRY CHIMNEYS (R1003) Installation (f?1004.2) Construction (Table R1001.1, R1003.2, FACTORY -BUILT CHIMNEYS (R1005) R1003.3, and Figure R1001.1) / ted and labeled (R1005.1) Corbeling (R1003.5) / V Lis�\ _ (/ Installation (R1005.3 and R1005.4) Changes in dimension (R1003.6J t _ Additional load (131003.8) EXTERIOR AIR SUPPLY (R1006 _ Termination (R1003.9) JA_ 4 Intake size (R1006.2) ENERGY EFFICIENCY* Chapter 11) Building envelope (N1102) Compliance; material and equipment Mechanical systems (Nf 103) (N1101.2, N1101.3) c/ Climate zone (Table N1101.2) 'Se energy gy conservation plan review record MECHANICAL (Chapters 12.23) j Appliance labeling (M1302, M1303) / rI S Appliance access (M1305, M1401) 10� j Ip AA pliance installation (M1307) c/ Heating and cooling equipment; heating `/'.and cooling load calculations (Chapter 14) ,/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) 7'✓ Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 18) pecial fuel -burning equipment (Chapter f9) !fzrBoilerslwater heaters (Chapter20) Hydronic piping (Chapter 21) IV jW Special piping and storage systems (Chapter (,17 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) In Application (G2401.1) r General regulations (G�7o7) Pipe sizing ((7-"�-3) Piping matenarzo 1 12414) Appliance location (G2406) Air requirements (G2407) .fnstallation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Piping installation (G2415 and G2419) r Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Water service location and depth (P2603, L � a er so tribution system-desigra- % Sanitary and storm sewer location and depth Drain, waste and vent pipe sizing and riser di- (P2603, P2604) agram (P3004, P3005, Chapter 31) Piping support (Table P2605,1) IV 6 Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) l/ Plumbing fixtures (Chapter27) %/'- Fixture traps (P3201) r✓ Water heater size and location (Chapter28) N 6A Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) �`y 1 Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) L�Service equipment and location (E3501, 3506) Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507) . --�L�--Required-b�anch-cltcults-(E36B3)- Z_eeder requirements and load calculations (E3604) I NJ/ icing methods (Chapter37) c Required lighting and receptacle outlets (E3801, E3803) Devices and lighting fixtures (Chapter39) �-� Appliance installation (Chapter40) fir//A Swimming pools (Chapter 41) lass2 remnte-control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) //__4 Compliance with Appendix E verified . RADON CONTROL MEASURES (Appendix F) Provisions adopted (Ri02.5) fi Compliance with Appendix F verified -10- Provisions adopted (RIn? 5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisiog adopted (R102.5) Compliance with Appendi N verified PRIVATE SEWAGE DISPOSAL (AaWndim /) adopted G BUILDINGS AND STRUCTURES (A#pendix J) J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- St:. ,ucie County Building &Zoning M 2300 Virginia Ave `(pR�• Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldina Corporation will be using the following sub -contractors for•the (Company/Individual Name) (�``�� project located at \\—\ � (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER'0009416 Plumbing Lind uist-Plumbino & Supply Co. 19150 CFC057672 $VAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2FFf17 Waternroofina. LLC (=1329592 Gas PERMIT I I ISSUE DATE: NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. SUB -CONTRACTOR AGREEMENT i St. Lucie County Contractor Certification Number: 0) L State of Florida Certification Number (rfapplicable): fCC-f w have agreed to be the (Company Name/Individual Name) n zZ"L ,e- sub -contractor (Type of Trade) Contractor) for the project located at"1�� (Project Sfreet Address or Property Tax ID #1 \_ . It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSYNESS QUALIFIER (Name of the Individual shown on the Contractor's License) emUi2E PRINT NAME DATE Business Name: /�j�� �� C �4— rn c Address: 5 6 % (�tJ. G cs /C� �� d City/State/Zip: F J i� c 2 e v-L Phone: 7 % 2 -261- 7 l� email: OFFICE USE ONLY: PERMIT # ISSUE DATE J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR10P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (if applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at __z,0( _CX (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 DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2 —4 61-19 6 9 email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: q 2 R R State of Florida Certification Number (If applicable): r A r- n 2 4 3 7 9 Comfort Control of St Lucie County Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at ZC� �-z-Q \ (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) )UIRED Barry Zimmerman PRINT NAME DATE Comfort Control of St. Lucie County, Inc. Address: City/State/Zip: Phone: OFFICE USE ONLY: •1 1 PERMIT # ISSUE DATE �� Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR10P. 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 Roofihq & Waterproof ing,LLChave agreed tobethe (Company Name/Individual Name) Rnnfi ncr sub -contractor for Wynne Building Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Andrew Kriska 'l SI NATURE PRINT NAME DATE Business Name: Treasure Coast Roofinq & Waterproofing, LLC Address: City/State/Zip: Phone: (77 ) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LU.CIE 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���� C1�SZl�\ #1306-111-0001-00010; 617 -44 -49 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 immediate community. Matthew Lyle Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS /J DAY OF /r BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TOMEORWHO HAS PRODUCED LkA.oQ'-�L d,-t, SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. TYPE OR PRINT NAME OF NOTARY (SEAL) DO Y IV 1 R Notary Public - State of Florida M = My Comm. Expires Oct 2, 2012 9f �a Commission # DD 827096 %° ��'� Bonded Through National Notary Assn. 23- n / y o 9--, � 7- 0 iz-.,0 L- //-Z-s-// FORM 1100A-08 -FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: WYNNEGRAND CARLTON SIT Builder Name: WYNNE Street: \\AQ�4;Qlo-zN?_CkA Permit Office: City, State, Zip: FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, ST_LUCIE_CO_INTL 1. New construction or existing New (From Plans) 9. Wall Types (1572.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 1572.90 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1615.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 1615 a. Under Attic (Vented) R=30.0 1615.00 ft2 b. N/A R= ft2 7. Windows(56.0 sqft.) Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 56.00 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 60 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.5 SHGC: 14. Hot water systems 8. Floor Types (1593.7 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1593.70 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat Total As -Built Modified Loads: 28.82 Glass/Floor Area: 0.035 PASS Total Baseline Loads: 34.03 1 hereby certify that the plans and specifications covered by Review of the plans and t't%E S-r this calculation are in compliance with the Florida Energy specifications covered by this �yO = s 0;0 Code. calculation indicates compliance ';,�.�� VO with the Florida Energy Code. is 6" rvrrr:,.�O PREPAR DATE:- Before construction completed this building will be inspected for ompliance with Section 553.908 * ¢ I hereby certify that this building, a s' is in compliance Florida Statutes. COD with the F orida Energy Co WE OWN:E-R/ �N3 : BUILDING OFFICIAL: DATE DATE: - Compliance requires certification by the air handler unit manufa e°t itrl oqualifies as certified factory -sealed in accordance with N1110.A. 9;g;� Lo 8/24/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNEGRAND CARLTON S Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1615 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WYNNE Rotate Angle: 225 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: , Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, ST_LUCIE_CO_INTL FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 58 Medium FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 155.7 ft 0 1593.67 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1702 ft2 0 ft2 Medium 0.85 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 0 1615 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1615 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N=>SW Exterior Concrete Block - Int Insul 4.2 119 ft2 0 0 0.8 2 N=>SW Exterior Concrete Block - Int Insul 4.2 160 ft2 0 0 0.8 3 E=>NW Exterior Concrete Block - Int Insul 4.2 439.2222 0 0 0.8 4 E=>NW Exterior Concrete Block - Int Insul 4.2 100 ft2 0 0 0.8 5 S=>NE Exterior Concrete Block - Int Insul 4.2 124 ft2 0 0 0.8 6 SW=>E Exterior Concrete Block - Int Insul 4.2 34 ft2 0 0 0.8 7 W=>SE Exterior Concrete Block - Int Insul 4.2 380.6666 0 0 0.8 8 S=>NE Exterior Concrete Block - Int Insul 4.2 216 ft2 0 0 0.8 8/24/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E=>NW 2 S=>NE 3 S=>NE Wood Wood Wood None None None 0.6 0.6 0.39 21 ft2 21 ft2 16.25 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 225 degrees). # Ornt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N=>SW Metal 2 N=>SW Metal 3 E=>NW Metal 4 S=>NE Metal 5 W=>SE Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 1.3 0.64 N 12 ft2 1 ft 0 in 0 ft 6 in 6 ft2 1 ft 0 in 0 ft 3 in 12 ft2 1 ft 0 in 0 ft 6 in 20 ft2 1 ft 0 in 0 ft6 in 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None 'INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA ---- Forced Ventilation -- Supply CFM Exhaust CFM Run Time Fraction Fan Wafts Default 0.00036 1525 7.08 83.7 157.5 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 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 34 kBtu/hr cfm 0.78 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.5 34 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 8/24/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS ---- Supply ---- ----'Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 60 ftZ Attic 25 ftz Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling JXJ Jan Heating XJan r]] Feb ] Feb XMar JXJ Mar X A r Apr r] Ma ] May [[X Jun [X� Jun JXXJ Jul Jul r]] Au ] Aug [[X Se [X� Sep [[X]] Oct [X] Oct [[X]] Nov [X] Nov [[X Dec [X Dec Venting X Jan Feb X Mar X Apr lXj May [X Jun X Jul ]] Aug [X Sep [X Oct [X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 8/24/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: , FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION; Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 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 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 1 sides. Common ceiling & floors R-11. 8/24/2011 12:41 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. 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=4.2 1572.90 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1615 a. Under Attic (Vented) R=30.0 1615.00 ft2 b. N/A R= ft2 7. Windows`* Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 56.00 ft2 SHGC: Tinted, default 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 60 ft2 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 34.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 34.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8.5 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1593.70 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficie y Code for Building 15 ojt'RES��T� Construction through the above energy saving fe tures which wil a installed (or exceeded) yy e o in this home before final inspection. Otherw a new EPL Di lay Card will be completed based on installed Code compliant t BUiiderAi nature . Date: Address of New Home: City/FL Zip: , �� 001) We 3�5 � *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. WI **Label required by Section 13-104.4.5 of the Florida Building ale, BIdi or S tion 2. FRly dix G d q , , � ofthe Florida Building Code, Residential, if not DEFAULT. M EnergyGauge® USA - FlaRes2008 Pro Job: Project Summa • � wrightsoftw � � Date: AUGUST 23, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax. 772-785-9144 Web: comfortcontrolofslc.com Project Information For:. GRAND CARLTON W/ SITTING ROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 14160 Btuh Ducts 4917 Btuh Central vent (35 cfm) 1082 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 20159 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 1615 1615 Volume (ft3) 14066 14066 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 89 47 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25HBB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 352008 Btuh @ 47°F 2 OF 1133 ;cfm 0.059 ,cfm/Btuh 0 ;in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16553 Btuh Ducts 6993 Btuh Central vent (35 cfm) 580 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 22919 Btuh Latent Cooling Equipment Load Sizing Structure 2359 Btuh Ducts 1927 Btuh Central vent (35 cfm) 1469 Btuh Equipment latent load 5755 Btuh Equipment total load. 28674 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4CN(B,F)036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 14 -Fk- wrigF+tsoTt- Right -Suite® Universal 7.1A9 RSU05864 2011-Aug-24 12:16:04 ACCA EAWrightsoft HVAC1Wynne Corp1WYNNEGRAND CARL'TON SIT.rup Calc = MJ8 Orientation = N Page 1 Entire House d 1615 19077 23545 1133 1133 Other equip loads 1082 580 Equip. @ 0.95 RSM 22919 Latent cooling 5755 A/ AC I)r%4cn 7007A IUIHLJ 1010 LV100 IruUf_r I [JJ Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A$j -F�F wrightsoft^ Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:16:04 ,CCA E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ6 Orientation = N Page 2 Load Short Form Job: wrightsoft" Date: AUGUST 23, 2011 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: GRAND CARLTON W/ SITTING ROOM, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (°F) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Model 25HBB336A ARI ref no. 3645943 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.5 HSPF 35200 Btuh @ 47°F 28 OF 1133 cfm 0.059 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB336A Coil FX4C N (B, F) 036 ARI ref no. 3645943 Efficiency 12.0 EER, 14 SEER Sensible cooling 23800 Btuh Latent cooling 10200 Btuh Total cooling 34000 Btuh Actual air flow 1133 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1163 942 69 45 GREAT RM 553 4324 5981 257 288 LAUNDRY 36 747 2299 44 111 KITCHEN 105 443 3778 26 182 MS BATH 56 764 977 45 47 MS CLOSET 60 111 165 7 8 MS BDRM 305 3172 2920 188 141 HALL 20 37 55 2 3 BATH 43 325 273 19 13 BDRM 2 168 2694 2108 160 101 CLOSET 21 196 120 12 6 4 on c4 nor 4rnC 4r14 It f2Q JI I I INIJ KIVI IOU UIUI ovN - Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,, � -Fk- wrightsc ft- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:16:04 )m E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT:rup Calc = MJ8 Orientation = N Page 1 - wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 158.2 ft 6.0 ft 3 Ceiling height 8.7 ft d 8.0 ft heat/coal 4 Room dimensions 6.0 x 11.5 ft 5 Room area 1615.0 ft' 69.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (M 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 VV 12C-0sw 0.091 n 2.55 2.18 119 89 227 194 0 0 0 0 1 D-c2ow 0.570 n 15.96 20.29 30 0 479 609 0 0 0 0 13A-5ocs 0.125 n 3.50 2.22 160 100 350 222 0 0 0 0 IW �--G IA -,lob 1.080 n 30.24 23.54 60 0 1814 1412 0 0 0 0 11 0.091 a 2.55 2.18 438 398 1014 869 0 0 0 0 t-G12C-Osw 1A-r1ob 1.080 a 30.24 48.10 40 5 1210 1924 0 0 0 0 13A-5ocs 0.125 a 3.50 2.22 100 79 277 176 0 0 0 0 Y-D 11J0 0.600 a 16.80 17.40 21 21 353 365 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 124 83 211 181. 48 27 69 59 1A-r1ob 1.060 s 30.24 23.54 20 40 605 471. 0 A 0 0 D 11,10 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 381 375 955 818 0 0 0 0 1A-r1om 1.270 w 35.56 49.79 6 1 213 299 0 0 0 0 11-D 12B-Obw 0.097 - 2.72 0.85 216 200 543 171 92 92 250 79 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 1594 1594 1428 2677 69 69 62 116 C 16C-30ml 0.032 0.90 1.36 221 221 198 301 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 1594 1594 758 406 69 69 33 18 F 21A-20c 0.027 0.76 0.00 221 221 167 0 0 0 0 0 6 c) AED excursion 0 -6 Envelope loss/gain 11418 11720 766 630 12 a) Infiltration 2741 773 97 27 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 14160 16553 1863 658 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14160 16553 863 658 15 Duct loads 35% 42% 4917 6993 35% 43% 300 285 Total room load 19077 23545 1163 942 Air required (cfm) 1133 1133 169 45 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -r� w�iyr.tsoft- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 ACCA EAWrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 1 *'wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 30.0 ft 6.0 ft 3 Ceiling height 9.8 ft heat/coal 8.0 ft heat/cool 4 Room dimensions 1.0 x 552.5 ft 6.0 x 6.0 ft 5 Room area 552.5 ftz 36.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ff °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 VV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 I--G 1 Dc2cw 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 L-G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 VV 12C-Osw 0.091 a 2.55 2.18 294 254 647 555 0 0 0 0 1- G 1A-rlob 1.080 a 30.24 48.10 40 3 1210 1924 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 T-D 11,10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 D 11,10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 48 48 122 105 1A-r1om 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 R 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 L-D 11DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 0.90 1.68 553 553 495 928 36 36 32 60 C 16C-30ml 0.032 0.90 1.36 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0:25. 553 553 263 141 36 36 17 9 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -2 -15 Envelope loss/gain 2615 3646 457 377 12 a) Infiltration 595 168 97 27 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1 3209 4173 1554 1 1605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3209 4173 554 1605 15 Duct loads 35% 43% 1114 1807 35% 43% 192 695 Total roam load 4324 5981 747 2299 Air required (cfm) 257 288 44 111 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. --F$a- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 AC�GA E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 2 - wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heat/cool 10.5 x 10.0 ft 105.0 ft' MS BATH 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 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 11 W✓ C T13A-5ocs -G U+J 12"sw 1D-c2ow 1A-rlob 12C-0sw 1A-rlob 13A-5ocs 11,10 12C-0sw 11J0 12C-0sw 12C-0sw 1A-rlom 12B-Obw 11DO 166-30ad 16C-30ml 19C-19cscp 21A-20c 0.091 0.570 0.125 1.080 0.091 1.080 0.125 0.600 0.091 1.080 0.600 0.091 0.091 1.270 0.097 0.390 0.032 0.032 0.049 0.027 n n n n a a a a s s s sw w w - n 2.55 15.96 3.50 30.24 2.55 30.24 3.50 16.80 2.55 30.24 16.80 2.55 2.55 35.56 2.72 10.92 0.90 0.90 0.48 0.76 2.18 20.29 2.22 23.54 2.18 48.10 2.22 17.40 2.18 23.54 17.40 2.18 2.18 49.79 0.85 11.31 1.68 1.36 0.25 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68 0 105 0 105 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 105 0 105 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 185 0 94 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 176 0 27 0 0 0 0 0 0 0 0 0 0 0: 0 0 64 6 0 0 56 0 56 0 0 0 0 0 0, 0 0 0 0 0 0 0 58 1 0 0 56 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 148 213 0 0 50 0 27 0 0 0 0 0 0 0 0 0 0 0 0 0 127 299 0 0 94 0 14 0 --p W LS1A-rlob W WI 1--G `T-D C C F F 6 c) AED excursion -25 111 Envelope loss/gain 329 236 438 645 12 a) Infiltration b) Room ventilation 0 0 0 01 129 0 36 0 13 Internal gains: Occupants @ 230 Appliances/other 0 1 0 2400 0 1 0 1 0 Subtotal (lines 6 to 13) 329 2636 567 682 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 35% 43% 0 0 0 329 114 0 0 0 2636 1142 35% 43% 0 0 0 567 197 0 0 0 682 295 Total room load Air required (cfm) 443 26 3778 182 764 45 977 47 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. F}- wr:gF�tsoTt^ Right -Suite® Universal 71.19 RSU05864 2011-Aug-24 12:32:51 ACCA EAWrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 3 wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 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 8.6 ft 60.2 ftz MS BDRM 39.5 ft 8.5 ft heat/cool 1.0 x 304.5 ft 304.5 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 11 T G �j G 1N I--G T__D 12C-Osw 1 Dc2ow 13A-5ocs 1A-rlob 12C-Osw 1A-r1ob 13A-5ocs 11J0 12C-Osw 1A-rlob 11J0 12C-Osw 12C-Osw 1A-r1cm 126-Obw 11DO 1613-30ad 0.091 0.570 0.125 1.080 0.091 1.080 0.125 0.600 0.091 1.080 0.600 0.091 0.091' 1.270 0.097 0.390 0.032 n n n n a a a a s s s sw w w - n 2.55 15.96 3.50 30.24 2.55 30.24 3.50 16.80 2.55 30.24 16.80 2.55 2.55 35.56 2.72 10.92 0.90 2.18 20.29 2.22 23.54 2.18 48.10 2.22 17.40 2.18 23.54' 17.40 2.18 2.18 49.79 0.85 11.31 1.68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 A 0 0 D 0 0 101 119 30 0 0 0 0 0 0 0 0 0 0 217 0 0 0 305 89 0 0 0 0 0 0 0 0 0 0 0 217 0 0 0 305 227 479 0 0 0 0 0 0 0 0 0 0 552 0 0 0 273 194 609 0 0 0 0 0 0 0 0 0 0 473 0 0 0 512 Es�--c� Es W W IT-D C C F F 16C-30ml 19C-19cscp 21A-20c 0.032 0.049 0.027 0.90 0.48 0.76 1.36 0.25 0.00 0 60 0 0 60 0 0 29 0 0 15 0 0 305 0 0 305 0 0 145 0 0 78 0 6 c) AED excursion -1 -19 Envelope loss/gain 83 115 1676 1847 12 a) Infiltration b) Room ventilation 0 0 0 0 679 0 191 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 83 115 2354 2038 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 35% 43% 0 0 0 83 29 0 0 0 115 50 35% 43% 0 0 0 2354 818 0 0 0 2038 882 Total room load Air required (cfm) 111 7 165 B 3172 188 2920 141 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +-f+- wr:gr.csoft- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 ACCCA E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 4 -F� wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.0 x 5.0 ft 8.5 x 5.0 ft 5 Room area 20.0 ft2 42.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1dU 12C-0sw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 L -G 1 D-c2ow, 0.570 n 15.96 20.29 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 n 3.50 2.22 0 0 0 0 0 0 0 0 T-G 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 11 ,W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 40 40 102 87 I_--G 1A-r1ob 1.080 a 30.24 48.10 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 a 3.50 2.22 0 0 0 0 0 0 0 0 L-D 11JO 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1.080 s 30.24 23.54 0 0 0 0 0 0 0 0 LI1A-r1ob 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlom 1.270 w 35.56 49.79 0 0 0 0 0 0 0 0 FL-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.90 1.68 20 20 18 34 43 43 38 71 C C 16C-30ml 0.032 0.90 1.36 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.48 0.25 20 20 10 5 43, 43 20 11 F 21A-20c 0.027 0.76 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 -2 Envelope loss/gain 27 38 160 168 12 a) Infiltration 0 0 81 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 27 38 241 191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27 38 241 191 15 Duct loads 1 35% 43% 10 17 35% 43% 84 83 Total room load 1 37 55 325 273 Air required (cfm) 2 3 19 13 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t wr:gr,tsort- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 AEUK E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 5 9w wrightsoft° Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 33.2 ft 8.0 ft heat/cool 1.0 x 168.0 ft 168.0 ft' CLOSET 2.5 ft 8.0 ft heat/cool 8.5 x 2.5 ft 21.3 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftz °F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VV G Y--G1A-rlob - T--D 12C-Osw 1 D-c2ow 13A-5ocs 12C-Osw 1A-r1ob 13A-5ocs 11.10 12C-Osw 1A-r1ob 11J0 12C-Osw 12C-Osw IA-rlom 12B-Obw 11 DO 1613-30ad 16C-30ml 19C-19cscp 21A-20c 0.091 0.570 0.125 1.080 0.091 1.080 0.125 0.600 0.091 1.080 0.600 0.091 0.091 1.270 0.097 0.390 0.032 0.032 0.049 0.027 n n n n a a a a s s s sw w w - n 2.55 15.96 3.50 30.24 2.55 30.24 3.50 16.80 2.55 30.24 16.80 2.55 2.55 35.56 2.72 10.92 0.90i 0.90 0.48 0.76 2.18 20.29 2.22 23.54 2.18 48.10 2.22 17.40 2.18 23.54 17.40 2.18 2.18 49.79 0.85 11.31 1.68 1.36 0.25 0.00 0 0 0 0 104 0 0 0 76 20 0 34 52 0 0 0 168 0 168 0 0 0 0 0 104 0 0 0 56 20 0 34 52 0 0 0 168. 0 168 0 0 0 0 0 265 0 0 0 143 605 0 86 132 0 0 0 151 0 80 0 0 0 0 0 227 0 0 0 122 471 0 74 114 0 0 0 282 0 43 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 21 0 21 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 21 0 21 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 19 0 16 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 29 0 0 IW' - I l-p W W L-G lt-D C C F F 6 c) AED excursion -14 1 Envelope loss/gain 1462 1319 105 73 12 a) Infiltration b) Room ventilation 538 0 152 0 40 0 11 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 2000 1471 1461 84 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 35% 43% 0 0 0 2000 694 0 0 0 1471 637 35% 43% 0 0 0 146 51 0 0 0 84 36 Total room load Air required (cfm) 2694 160 2108 101 196 12 16 120 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +}+- w�Ggr.tsorrt- Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 AC0K E:\Wrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJ8 Orientation = N Page 6 wrightsoft' Right-JO Worksheet Job: Entire House Date: AUGUST 23, 2011 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-785-9010 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area SITTING RM 28.0 ft 8.0 ft heat/cool 18.0 x 10.0 ft 180.0 ftz Ty Construction number U-value (Btuh/W T) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VjJ W C W C t-D 12C-0sw 1 D-c2ow, 13A-5ocs 1A-r1ob 12C-Osw 1A-r1ob 13A-5ocs 11,10 12C-Osw 11.10 12C-Osw 12C-Osw 0.091 0.570 0.125 1.080 0.091 1.080 0.125 0.600 0.091 1.080 0.600 0.091 0.091 n n n n a a a a s s s sw w 2.55 15.96 3.50 30.24 2.55 30.24 3.50 16.80 2.55 30.24 16.80 2.55 2.55 2.18 20.29 2.22 23.54 2.18 48.10 2.22 17.40 2.18 23.54 17.40 2.18 2.18 0 0 160 60 0 0 80 21 0 0 0 0 0 0 0 100 0 0 0 59 21 0 0 0 0 0 0 0 350 1814 0 0 207 353 0 0 0 0 0 0 0 222 1412 0 0 131 365 0 0, 0 0 0 W Es1'A-r1ob W IW G �j g-D 1A-rlom 12B-Obw 11 DO 1613-30ad 1.270 0.097 0.390 0.032 w - n 35.56 2.72 10.92 0.90 49.79 0.85 11.31 1.68 0 0 0 180 0 0 0 180 0 0 0 161 0 0 0 302 C C F F 16C-30ml 19C-19cscp 21A-20c 0.032 0.049 0.027 0.90 0.48 0.76 1.36 0.25 0.00 200 180 200 200 180 200 179 86 151 272 46 0 6 c) AED excursion -27 Envelope loss/gain 1 3301 2725 12 a) Infiltration b) Room ventilation 485 0 137 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 3786 2862 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 35% 37% 0 0 0 3786 1315 0 0 0 2862 1064 Total room load Air required (cfm) 1 5101 1 303 3926 189 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.19 RSU05864 2011-Aug-24 12:32:51 AC'Z:A EAWrightsoft HVAC\Wynne Corp\WYNNEGRAND CARLTON SIT.rup Calc = MJB Orientation = N Page 7 >_ � c H-131- MiTek"` P[JWBR r0 PERFORM.>' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11312 - Carlton w/ Sitting - w/ Front Porch Site Information: Customer Info: Wynne Building Corp. Project Name: Lot/Block: Subdivision Address: n/a City: St. Lucie State: FL MiTek Industries, Inc. 6904 Parke East Blvd. S 6' CARLTON SITTING AREA W/9�N 1 V141CH Model Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.2 Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. ISeal# ITruss Name I Date 1 IT4133899 JA5 7/26/011 18 IT4133916 JKJ8 7/26/011 12 IT4133900 JA6 17/26/011 1 1 1 1 1 1 1 1 FIL'E 1 13 I T4133901 I A7 17/26/011 1 14 IT4133902 JA8 17/26/011 15 IT4133903 JA9 17/26/011 16 IT4133904 JA 17/26/011 17 I T4133905 I G RA 17/26/011 18 IT4133906 IGRB 17/26/011 19 I T4133907 I J 1 17/26/011 110 I T4133908 J J2 17/26/011 11 I T4133909 1,13 17/26/011 112 I T4133910 J J4 17/26/011 113 I T4133911 I J5 17/26/011 114 I T4133912 I J6 17/26/011 115 I T4133913 J J7 17/26/011 116 I T4133914 1 J8 17/26/011 117 I T4133915 I KJ7 17/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. OVA V xi.,.. ,`►6941111p,� 8126 p`.• STATE OF Q1 A`� O R f0N A 18111 FL Cert. 6634 July 26,2011 ORegan, Philip 1 of 1 Job Truss Truss Type Qty Ply Carlton w/ Sitting - w/ Front Porch T4133699 M11312 A5 SPECIAL 9 1 Job Reference o tionai Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:08 2011 Page ID:2GIScwwyY5hnGhXVARzUkuyuFUM-x?Pg8DP9iTnO81 KIYNOZeZj19ZZpH7Fuao?SoZyuE �1-0-G 7-8-5 10-6-4 17-0-0 20-0-8 26-0-0 34-0-0 3&0•Q 1 0-0 7V 2-9.15 6-5-12 3-4-8 5-11-8 0 Scale = 1:61.3 4.00 12 5x8 M1120= 6 24 M1120 I I 2x3 MII20 11 3x6 M1120 % 7 3x6 MII20 ZZ- 2X3MII20ZZ 4 5 8 3x4 M1120 3 9 14 n1 2 t0 11 n 7x10 M1120 = 15 if d 16 d U10 M1120 % 13 12 3x6 M1120 ZZr 5x10 M1120 = 2x3 M1120 II 2.00 12 i 10-64 204-8 264-0 3"-0 1064 9-10-4 5-11-8 7-8-0 Plate Offsets MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >278 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 154 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-4 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 iTek recommends that Stabilizers and required cross bracing be [!Mnstalledduring truss erection, in accordance with Stabilizer stallation guide. REACTIONS (lb/size) 2=135010-8-0 (min. 0-1-9), 10=1348/0-8-0 (min. 0-1-9) Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5571/3114, 3-4=5234/2797, 4-5=5186/2804, 5-6=-5239/2908, 6-7=-2469/1445, 7-8=-2459/1368, 8-9=-2518/1354, 9-1 0=-3168/1750 BOT CHORD 2-14=2965/5271, 14-15=-1005/2182, 15-16=-1010/2161, 13-16=-1013/2144, 12-13=-1531/2931, 10-12=-1531/2931 WEBS 3-14=300/395, 5-14=222/275, 6-14=-1827/3307, 6-13=-342/543, 9-13=-665/551, 9-12=0/252 NOTES►� 1) Unbalanced roof live loads have been considered for this design. �`�ti6tit6ddd!! lr `tid �Q o TIC`✓j 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ,+.� j\� •• G t• ij r>•, j0i S� •'. DOL=1.33 plate grip DOL=1.33 ` .••�, Q Q� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .` 1; 6 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 a ,N-O between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -- bearing surface. !� 6 Provide mechanical connection (by others of truss to bearing late capable ofwithstanding 858 lb uplift at joint 2 and 858 lb uplift at'oint : �• a I;AT E O F 10. '�'• '9 (C! e LOAD CASE(S) Standard ..ter ( • �4` p'•• OR , • aP'1i s O N A� E �e�°` �FL Cert. 6634 July 26,2011 1987WINti- • Ve,-ifg design parameters anti REAV NOTES ON THISAND /NCLUDED MITEKREFERENCE PAGE MR-7473 net. ZO-+O8lIEFORE USE. • Design valid for use only with MiTek connectors. This design is based only upon�parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown ftp is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the I V t(Teks erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding w m fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Job Truss Truss Type City Ply Carlton w/ Sitting -w/ Front Porch T4133900 01312 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:09 2011 Page ID:2GIScwwyY5hnGhXVARzUkuyuFUM-QBz2LZQnTnvEmBVU65voAnGSOzvOTklpSkOKOyuE �1-0-0 6-11-11 150-0 i 19-0-0 QO-4-8 26-4-34-0-o 350-0 1-o-o a-1t-11 s-o-s a-ao 1-4-8 s-t1-e0 7-e-o Scale = 1:62.6 4.0o 12 5x10 M1120 % 5x6 M1120 5 g 2x3 M1120 3x6 MII20 % 3x4 M1120 3x6 M11202Z: 4 m 3 pi � 7 g 2 14 1 6x8 M1120 = 13 TI 9 m Ir 10 I 15 3x4 MI120= 12 WO MII20 � G 11 3x6 MI120 2.00 12 5x6 M1120 = 2x3 M1120 I I i 10-6-4 150-0 20-0-8 i 26-4-0 34-0-0 10-6-4 4-512 5-4-8 511-8 7-8-0 Plate Offsets KY): : 2:044Ed a 5:0-5-00-2-0 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 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5228/3121, 3-4=5107/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-8=-2943/1811, 8-9=-3059/1797 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 t11111111111, Unbalanced roof live loads have been considered for this design. +`e j,' �; `•'j ! 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �y�P •� ��: •' ram® DOL=1.33 plate grip DOL=1.33 o''- ���' •' G E N •, �y SF •' ri 3) Provide adequate drainage to prevent water ponding. ti Q`C'.''t„1 iq v 4) This truss has been designed for a 10.0 psf bottom chord live load nohconcurrent with any other live loads. ,. • r.- 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit."', ' �r I between the bottom chord and any other members. ;• j r�; 6) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of -- bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint-- r539. ': SKATE OF :•�` LOAD CASE(S) Standard e� �(� • �,� \�1 R'•• 4�e41/ONM- '1111111110 FL Cert. 6634 July 26,2011 WARNING . Vaify design per.et. and REAP NOTES ON THISAND RWL TIDED JWTEK REFERENCE PAGE M I.74M nev. ZO-VS 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. .j` Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pow<R.e P[RrvRK' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting -w/ Front Parch T4133901 M11312 A7 SPECIAL 1 1 Jab Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:10 2011 Page �1-0-0 B-11-9 13-0-0 i 21-0.0 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-uNXRZvRPE415NLUhfoQlLo4yNFHIzUB 16UZsSyuEZ 26-4-0 34-0-0 350-0 1-0-0 8-11-9 4-0-7 9-0.0 5-4-0 7-B-0 Scale = 1:62.6 4x8 M1120 4x8 M1120 4.o0 12 4 5 2x3 MII20 3 3x4 M1120-- n 6 e 2 „ T 7 N 8 Il 7x8 M1120 = I,is d d WO M1120 = 10 9 US M1120 2.00 12 Sx12 M1120 = 2x3 M1120 11 10-6-4 13-0 -0 20-4-8 26-4-0 34-0-0 , 10-6-4 2-112 7-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4 4 Ed a 7:0-3-14 0-1-8 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 146 lb FT = 0% 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 (Ib/size) 2=1305/0-8-0 (min. 0-1-8), 7=1305/0-8-0 (min. 0-1-9) Max Horz 2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (Ib) -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 2-111=-3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-1 1=-284/421,4-1 1=-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. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; j%J1111111/fro Exp C; enclosed; MWFRS (low-rise); Lumber �\Q 1 O,nr7�If.� DOL=1.33 plate grip DOL=1.33 •' ` ��i 3) Provide adequate drainage to prevent water ponding. ��� \� •' G•E %V • • 4) This truss has been designed fora 10.0 bottom live load live loads. `sF•'. y2 i psf chord nonconcurrent with any other Q�..•• 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 6 between the bottom chord and any other members. '/1 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of; yk bearing surface.- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift atjointr ICE 7.TE OF �a LOAD CASE(S) Standard �. ,� • .G' FL Cert. 6634 July 26,2011 �WARNING •Verrfu design p.d. and READ NOTES ON 7711SAND INCL UDED MTTEKREFERMWE PAGE MQ-7473 +vv. 10-VSRUORE USE. ��� • Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. i�ZY'-' 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 a the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row —_ .. fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Gtieda, 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 Qty Ply Carlton w/ Sitting - w/ Front Parch T4133902 M11312 AB SPECIAL 1 1 Job Reference o tionai Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:112011 Page 11-0-D 8-11-9 i 11-0-0 15.8-0 20-4-6 ID: WSJgpGwalPpeur6hk9UjG5yuFUL-Ma5pmFS2?09y?V3tDVxGFCLGxnbbURpKGmD7PuyuEZ 23A-0 26-1-3 i 340-0 1-0-0 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 M1120 = 2x3 MII20 11 5xl0 Mll20 3x4 M1120= 4.00 12 2x3 MI@0 �� 4 5 6 7 2x3 M1120 3 8 ri 'a 1 2 13 9 10 V R Ia+ 7x8 M1120 = o c 3x10 M1120 = 12 11 3x6 MI120 2.00 FIT5x12 M1120 = 3x4 M1120 = 10-6-4 20-4-8 z3-0-0 34-0-0 10-6-4 9-10-4 WTI:? 11-0-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-00-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 iTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 stalled during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=130510-8-0 (min. 0-1-8), 9=1305/0-8-0 (min. 0-1-9) Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=2687/1741, 7-8=-2623/1654, 8-9=2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12=346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 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 0 DOL=1.33 plate grip DOL=1.33 1� \P ,' 3) Provide adequate drainage to prevent water ponding. ,� `�\� • • C E N 9A 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q` .'� �,� `s�`••. ••, v 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit :. - between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of� 7M1r �• �� f /� >k bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at joint—_ �` f 9.j, '! SCAT E O F : 41 J - LOADCASE(S) Standard ti ,.;•kN'. rG ,r�,�.•. 0 P�_,. O R i !1/!I1 FL Cert. 6634 July 26,2011 WARMNG • Ve 'I Y design paramderm and READ NOTES ON TTIISAND INCLUDED AflTEKREFERENCE PAGE IM-7473 rw. 10-'OS BEPORE USE. Design valid for use any with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the M)T®k` erector. Additional permanent bracing of .the overall structure is the responsibility of the building designer. For general guidance regarding rowcn+o ecaro fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-87 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting -w/ Front Porch T4133903 N111312 A9 HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:12 2011 Page y1-0-Oi 9-0-0 i 17-ail25.0-0 ID: — etClcxC3ixVV?huls?ypJyuFUK-qmfB_bTgmhHpdfe3nDTVoPuSGAlLDuxTVPzgxKyuE 3a-0-o 3S0-a 1-0-0 9-0-0 8-0-0 8-0.0 Scale = 1:59.3 7xl0 MT18H 4.00 12 2x3 I l 7x10 MT18H 3 4 5 us m 2 1 M 6 7 n )o US % 12 11 10 9 8 3x6 2.3 I I 3x6 _ 3x8 = US = 2x3 I I r 9-0-0 17-0-0 25-0-0 34-0-0 9-0-0 8-0-0 8-0-0 9-0-0 Plate Offsets MY): : 2:0-3-14 0-1-8 3:0-5-0 0-2-0 5:0-5-0 0-2-0 6:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.43 10 >941 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.65 10-12 >619 240 MT18H 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.15 6 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 142 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-6 cc bracing. WEBS 2 X 4 SYP No.3 MiTek,recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=1305/0-8-0 (min. 0-1-9), 6=1305/0-8-0 (min. 0-1-9) Max Horz 2=92(LC 5) Max Uplift2=-913(LC 3), 6=-913(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2991/1865, 34=3456/2249, 4-5=3456/2249, 5-6=-2991/1865 BOT CHORD 2-12=1695/2758, 11-12=-1694/2768, 10-11 =-1 694/2768, 9-10=-1626/2768, 8-9=1626/2768, 6-8=-1627/2758 WEBS 3-12=0/369, 3-10=-559/946, 4-10=426/411, 5-10=-559/946, 5-8=0/369 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:AS 0m h1(33econd gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise); Lumber plate grip ,,,t111111111111,11 I' J' 3) Provide adequate drainage to prevent water ponding. `'•� �Q RF 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: �G E N `S� •'. 9� ri e``Q` .••� 6) • This truss has been designed for live load of 20.Opsf the bottom chord in 3-6-0 tall by 2-0-0 fit a on all areas where a rectangle wide will a` 11 between the bottom chord and any other members. b 6 j e "1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 lb uplift at joint 2 and 913 lb uplift at joint-- 6. _. LOAD CASE(S) S Standard �,� T E OF • A` S%%%" lO N 1111110 FL Cert. 6634 July 26,2011 A WARNING- Verify design paramders and RBAD NOTES ON 777f$AND ROCLGmED IIf/TEKREFERENCE PAGE M 74T3 ryes. ZO-'08 BEFORE USE. V; t Design valid for use any with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. is Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability durincl construction is the responsibility of the Mijek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowcn+o _- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtiedo, DSB-8? and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite312, Alexandra, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting -w/ Front Porch T4133904 Ni11312 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:07 2011 Page ID:a3B4PavKnnZweXyJckSFBgyuFUN-TOSIxtPXX9fX W86_gtK5MAgF9lgYfukL8FvG7yuE yr -Oi 6-7-'13 12113 17-0.0 21-7-3 27-4-3 34-0.0 3�0 i i i 1-0.0 6-7-13 5-9-0 4-7-3 4-7-3 5-9.0 6-7-13 1-0-o Scale = 1:59.4 4x5 M1120 = 4.00 F12 6 19 2x3 M1120 i i 16 2x3 M1120 11 3x6 M1120 % 5 7 3x6 M1120 3x4 M1120 % 4 8 3x4 MII20 3 9 N1 2 10 11 u 15 I� O 16 20 21 13 6 3x8 M1120 = 17 — 15 14 — 12 3x8 M1120 = 2x3 M1120 11 4x6 M1120 US M1120 = 3x8 M1120 = 4x6 M1120 24 M1120 11 i 6-7-13 12t13 21-7-3 27-4 340 -3 -0 i 6-7-13 5-9-0 9-2-7 5-9.0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 Ml120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purtins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation o'de REACTIONS (lb/size) 2=1410/0-8-0 (min. 0-1-11), 10=1410/0-8-0 (min. 0-1-11) Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-4=-2844/1502, 4-5=2793/1510, 5-18=2837/1614, 6-18=-2750/1618, 6-19=2750/1618, 7-19=-2837/1614, 7-8=2793/1509, 8-9=-2844/1502, 9-10=3400/1848 BOT CHORD 2-17=1743/3154, 16-17=-1743/3154, 15-16=1743/3154, 15-20=-937/2064, 20-21=-937/2064, 14-21=-937/2064, 13-14=-1633/3154, 12-13=-1633/3154, 10-1 2=-1 633/3154 WEBS 6-14=584/951, 7-14=298/327, 9-14=-560/479, 6-15=-584/951, 5-15=2981328, 3-15=560/477 NOTES 1 lO 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 �� �Q •' r>r DOL=1.33 plate grip DOL=1.33 •, (�l �`� \\ •' G E � S'�''• 9.y �i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q�.•• 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. • �� 1 6 s 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at joint::- 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, d'fl: / :Q and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection devices) is the responsibility of others. � S`AT E F 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i%! LOAD CASE(S) Standard rji�� •L �'•••\��~, 1) LumberIncrease=1.25, Plate Increase=1.25 R Uniform Loads Vert: 1-6=-54, 6-11=54, 2-20=-20, 20-21=60, 10-21=20 t ill t 111 B 1111�` Concentrated Loads (lb) Vert: 18=-50(F) 19=50(F) FL Cert. 6634 July 26,2011 WARNING - V&-1Ji destga parameters and REdD NOTES ON 7WSAND INCLUDED DIITEKREFERENCE PAGE MII.7473 raa. 10-VS DBFORB USE. ���• Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown /1 is for lateral support of individual web members only. Additional temporary bracing to insure stability dgurinconstruction is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding F— mPaernn a. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality C ffedo, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from. Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oly Ply Carlton w/ Sitting - w/ Front Porch T4133905 M11312 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:13 2011 Page ID:_etC1 cxC3ixW?huls?ypJyuFUK-IyDZBwTIX?PgEoDGLw_kKdOcsaOCyKfdj3iDTnyuEZ 34-0-0 8-0-0 3-1-0 5-111-0 1-8-0 3-8-2 3-9-14 8-0-0 Top chord must be braced by end jacks, scale=1:62.7 roof diaphragm, or properly connected purlins as shown. 4x5M1120- 11 14 10x10 M1120 = 9 7x12 M1120 % 8 17 6x12 M1120 4.00 12 4 19 3 7 8 12 13 5 6 1820 21 10 3x6 M1120 = 3x5 M1120 = cr N 2 1 22 23 f4 3x5 M1120 = 29 28 27 26 25 24 3x5 M1120 = 3x6 M1120 = 7x8 M1120 = ' 6x6 MII20 = 3x5 M1120 11 6x8 M1120 = 3x6 MII20 = This truss is NOT symmetric. Proper orientation is essential. 8-0-0 11-1-o 18-6-0 26-0-0 3a 0-0 8-0-0 3-1-0 7-5-0 7.6-0 8-0-0 Plate Offsets MY): : 2:0-2-4 0-1-8 . 3:0-5-0 Ed a 21:0-5-0 Ed a 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.1422-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or4-10-11 cc purlins. Except: BOT CHORD 2 X 4 SYP M 30 1 Row at midpt 8-21 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=-154(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=393(LC 3), 27=1384(1_C 5), 26=1697(LC 4), 22=711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-10=-736/1100, 10-12=-736/1100,12-13=-736/1100,13-15=-736/1100,15-16=-736/1100,16-18=-736/1100, 18-20=-173311453, 20-21 =1 73311453, 21-22=-1859/1334, 4-6=140/290, 6-9=99/356, 23/474, V%J1111111111 OrR^PPJIj BOTCHORD 2-29=342/438128-29'282/344, 27128=2 2/344726-273688/581, 25-26=-354/461, ��,�Q '� •'•, �i� 24-25=-354/461, 22-24=-1144/1704 `�� ��' •' G E N ij�} S�••••7Y WEBS 3-29=523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=482/421, 13-26=-832/710, Q�•'•�,` i 18-26=-1876/1617, 18-24=-1020/1544, 4-5=440/524, 19-20=-238/314, 14-15=472/441 ,o o.... NOTES • 1) Unbalanced roof live loads have been considered for this design. * /r ���/ / ' 2 Wind: ASCE 7-05; 140m h 3-second gust); TCDL=4.2 sf; BCDL=3.0 sf; h=14ft; Cat. 11; Ex C; enclosed; MWFRS P( 9 ) P P P (low-rise); Lumber = : �' ( ) DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 53 l S�ijAT E OF :• > J 4) All plates are 2x3 M1120 unless otherwise indicated. C 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' �� P,.• 6) , This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 1' •'°4 O p ��`.` between the bottom chord and any other members. �iesS/p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 13B4 lb uplift at joint 27, N A1- �``, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. �0�� J 11 j j j j 111 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Ib down and 518 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of FL Cert. 6634 others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). July 26,2011 Continued on Page 2 WARXM - Ves iik design pammcters and REAV NOTES ON TILTS A?OD INCLUDED LILT EKREFERENCE PAGE MR-7473 rev. ZO•'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 paramenfers and proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vnwsw —M -• 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 336104115 Type jQty I Ply I Carlton w/ Sitting -w/ Front Porch T4133905 1312 Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:13 2011 ID _etClcxC3ixW?huls?ypJyuFUK-IyDZBwTIX?PgEoDGLw_kKdQcsaOCyKfdj3iD' 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 =-126(F=-72),11-21=-126(F=-72) Concentrated Loads (lb) Vert: 29=-641(F) 24=641(F) .� . .....RF .. f S14ATE OF ' �► C3 NA FL Cert. 6634 July 26,2011 WARNING • Verify design parameters and READ NOTES ON THISAND INCLUDED MTEKREFERENCE PAGE M.7473 r m. 10-VS BEFORE USE. �� � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. HIM Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown p� T !' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilGty of the Mi lei He' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pOW6R.o—raw. . fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criledo, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomratlon available from Truss Plate Institute, 781 N. Lee Street, Suite:312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting -w/ Front Porch T4133906 N111312 GRB HIP 1 Z Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:14 2011 Page ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-m8nxPGUwIJXXsyoSueVztgznw fEhg9myjSn?DyuEZ y 7-0-0 13-8-9 i 20-3-7 1 1-0-0 7-0-0 W. 6-6-13 Scale = 1:59.3 4.00 12 6x10 3x4 = 5x6 WB = 2x3 II 6x10 3 4 5 6 7 m1 2 8 9 N N N 0 bib 6 3x8 = 15 14 13 12 11 10 3x8 = 2x3 I I 4x6 — 3x5 = 3x10 = 4x6 = 2x3 I1 7-0-0 13-8-9 20-3-7 27.0-0 34-0-0 , 7-0-0 6-8-9 6-6-13 6-8.9 Plate Offsets X Y : 3:0-5-0 0-2-0 5:0-3-0 Ed a 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Idd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.75 12-13 >537 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.05 12-13 >382 240 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 297 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=257910-8-0 (min. 0-1-8), 8=2579/0-8-0 (min. 0-1-8) Max Horz 2=-77(LC 6) Max Uplift2=-1908(LC 3), 8=1908(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6946/4938, 3-4=-9453/6783, 4-5=9452/6781, 5-6=-9452/6781, 6-7=9452/6781, 7-8=6946/4939 BOT CHORD 2-15=-4607/6500, 14-15=-4627/6543, 13-14=-4627/6543, 12-13=-6661/9453, 11 -1 2=-4571/6543, 10-11=-4571/6543, 8-10=-4551/6501 WEBS 3-15=328/694, 3-13=2239/3221, 4-13=-792/830, 6-12=-772/821, 7-12=2236/3220, 7-10=-328/695 NOTES �'tllltll�I 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: , 1'f J Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. %� `(� rj Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ,� ��. • �. .• G E N 3 • • 'S/ s� ••� Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. `1 a Q �' 'ram 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ••• ;� j g • ; -• 3) Unbalanced roof live loads have been considered for this design. '',! 4) 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 DOL=1.33 plate grip drainage ► 5) Provide adequate to prevent water ponding. 6) This truss has been designed for 10.0 bottom live load live loads. r, �%/ T E OF : 'U a psf chord nonconcurrent with any other ' 1, 0.0. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �, P ��; between the bottom chard and any other members. '• �s C 0 R + O`•_`�?\ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1908 lb uplift at joint 2 and 1908 lb uplift at ��, 'i joint 8. O 9) Girder carries hip end with 7-0-0 end setback. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 475 lb down and 384 lb up at 27-0-0, and 475 lb down and 384 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard July 26,2011 Continued on page 2 A WARNING • Vea9fy design parameters and READ NOTES ON THISAM INCLUDED DIITEKREFERENCE PAGE MII-7473 reo. 10•'08 BEFORE USE. Design valid for use only with Mfrek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicabirity of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown �q T is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the IYI(i�. k• erector.. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row�n.a r�nroa.c• fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS3-89 and SCSI BuBdinp 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 II]ty jPly I Carlton w/ Sitting -w/ Front Porch T4133906 1312 Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-113(F=-59), 7-9=54, 2-15=-20, 10-15=42(F=-22), 8-10=-20 Concentrated Loads (lb) Vert:15=-475(F) 10=-475(F) 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:14 2011 Page ID:SrRaEyyrg04M78G4raWBLWyuFUJ-m8nxPGUwIJXXsyoSueVztgznw fEhg9myjSn?DyuEZ ;•Q��•.� �c•E N 6 cc �••� / STATE OF 411 ��i • • • O R • ' �? e� �0NA� FL Cert. 6634 July 26,2011 ® WARNING • Veiify design parameters and READ NOTES ON THIS AM INCL UDED M/TEKREFERENCE PAGE JWZ-7473 ner. 10-'08 BEFORE USE, LE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown HIR p q `' Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction B the responsibBlity of the IY1iT®K• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Por general guidance regarding rowsa-ron. . fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality CrIlefia, DSB-89 and BCSI Bonding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting - w/ Front Parch T4133907 M11312 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:15 2011 Page ID:xl?zSlzTbJCDIIrGPH1 QukyuFUI-ELLKccVY2cfOU6NeSL00O2W510BLQPTwBNBKYfyuE 1-ao 1-0-0 Scale = 1:6.2 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.17 BC 0.01 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) Well Ud 2 >999 360 2 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc 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 REACTIONS (lb/size) 2=125/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-8/Mechanical Max Horz 2=53(LC 3) Max Uplift2=176(1_C 3), 3=-8(LC 1) Max Grav 2=125(LC 1), 4=18(LC 2). 3=31(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) 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. 5hanicalconnection b ) Provide mecRefer to girer(s) rN othertruss to tss s tlof truss to bearinglate capable of withstanding176 lb uplift at joint 2 and 8 Ito uplift at joint 3. ►��1ons.�� 1 O i!f �IlI ati \ C_, E IV SF•G•c�� rr N a31 6 , E OF -fill LOAD CASE(S) Standard FL Cert. 6634 July 26,2011 WARNING - Va-ify design parameters and READ NOTES ON TRISAND INCL UDED 317TEKREFERENCE PAGE MR-7473 w. 10-VS BEFORE USE, Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component.a�`f Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown �I is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek' lek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI 6u0ding Component 6W4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite312, Alexandria, VA 22314. Tampa, FL 336104115 11312 Type ) TRUSS Carlton w/ Sitting -w/ Front Porch T41339081 Chambers Truss Inc., Fort Pierce Ft. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:15 2011 ID:xl?zSlzTbJCDI1rGPH 1 QukyuFU I-ELLKccVY2cfOU6NeSLOCQ2W52OBbQPTwBNBK 1-0-0 2-D-0 Scale =1:7.9 3x4 = 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 FBC20071TPI2002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/deg Ud 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u' REACTIONS (lb/size) 2=145/0-8-0 (min, 0-1-8), 4=19/Mechanical, 3=36/Mechanical Max Horz 2=74(LC 3) Max Uplift2=-165(LC 3), 3=-35(LC 4) Max Grav 2=145(LC 1), 4=39(LC 2), 3=36(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3:0psf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer truss to truss n l,��t� 5) Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 165 lb uplift at (Y ) 9 P P 9 P J 2 and 35lb uplift at 3. ������ 1 P J LOAD CASE(S) Standard jLg 1 6 j SCAT E OF •i d'"nl� N A i EtJs��e rra>li� FL Cert. 6634 July 26,2011 ® WARMNG - Ve i flj drsign p.ncfers and READ NOTES ON TWS AND INCLUDED hIITEKREPERENCE PAGE MII-7473 rev. 10-VS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown q� is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibllity, of the MI;rek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Por general guidance regarding „ —Pz--- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality CrIteda, DSB-89 and SCSI Suliding Component 6904 Parke East Blvd. Safety Information mailable from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Type Truss IMONO TRUSS Qty Ply Carlton w/ Sitting - w/ Front Porch 312 IJ3 Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:16 2011 I D:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-iXuipyWApwoF5Gxg03XSyF2ERoW?9si3Q txu. 3-0-0 Scale = 1:9.6 3x4 = 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 FBC2007lrP12002 CSI TC 0.26 BC 0.12 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (Joe) I/defl Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 11 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide, REACTIONS (lb/size) 3=53/Mechanical, 2=187/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=94(LC 3) Max Uplift3=-52(LC 3), 2=205(LC 3) Max Grav 3=53(LC 1), 2=187(LC 1), 4=53(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, ll; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift atjoint ,,��t� 3 and 205lb uplift at joint 2. �� 1 O , Ion LOAD CASE(S) Standard op 1.,6 •�. TE OF ' P N M_ �sUtr u a r,►���` FL Cert. 6634 July 26,2011 Q, wARNTNG- VertfJ designparameter and READ NOTES ON TWS AND HXL UDED MTEK RBFERENCE PAGE Ml-7473 nev, 10-108 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown (s �I is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction a the responsibility of the M(Tak' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vw,rr.r, wcnr fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quattiy CrBedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting - w/ Front Porch T4133910 V111312 J4 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc, Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:16 2011 Page ID:PDYLfd_5MdK4MSQTz?ZfRxyuFUH-iXuipyWApwoF5GxgO3XSyF2ERoUM9si3Q1 xu46yuEZ 4-0-0 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2007ffP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 Scale = 1:11.2 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) -0.01 24 >999 360 MT20 244/190 BC 0.22 Vert(TL) -0.03 2-4 >999 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 14 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 3=85/Mechanical, 2=219/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=115(LC 3) Max Uplift3=-91(LC 3), 2=217(LC 3) Max Grav 3=85(LC 1), 2=219(LC 1), 4=73(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 217 lb uplift at joint 2. LOAD CASE(S) Standard ai WARNING • Ve % design parameters and REM NOTES ON THIS AND INCLUDED MI7`EK REFERENCE PAGE MI.7473 rev. I0-'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Add! ional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, DSB-89 and SCSI 9uIlding Component Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. i ;! SCAT E OF FL Cert. 6634 July 26,2011 69D4 Parke East Blvd. Tampa. FL 33810-4115 Job Truss (Truss Type Oty Ply Carlton w/ Sitting - w/ Front Porch M71312 J5 MONO TRUSS 4 1 T4133911 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:17 2011 Page 1-0-0 5-0-0 Scale = 1:12.9 3x4 = 5-0-0 5-D-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 2-4 >809 240 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: 17 lb FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=114/Mechanical, 2=254/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=136(LC 3) Max Uplift3=-127(LC 3), 2=-233(LC 3) Max Grav 3=114(LC 1), 2=254(LC 1), 4=93(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 3 and 233 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634-] July 26,2011' A WARMNG• Verify design parameters andREAD NOTES ON Tuis AND INCLUDED mraKREFERENCE PAGE M 1.7473,vv. io.'Os DEFORE OSE. . • Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paromeniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the M, r;� ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Powiq,p r-rnrnaK. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality CrBeda, DSB-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Sitting -w/ Front Parch T4133912 U11312 J6 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fart Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:17 2011 Page ID:tP6jtz_j7xSx_c fXi4uz9yuFUG-BjS411WoaEw6jQW1am2hVTbKNBIluJyDehgRcYyuEZ 1-0-0 6-ao Scale = 1:14.5 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.15 2-4 >450 240 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: 20 lb FT = 0% 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 gu REACTIONS (lb/size) 3=143/Mechanical, 2=289/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Harz 2=157(LC 3) Max Uplift3=-161(LC 3), 2=-250(LC 3) Max Grav 3=143(LC 1), 2=289(LC 1), 4=113(LC 2) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 250 lb uplift at join 2. LOAD CASE(S) Standard t 31 6 :�•': SATE OF /o rllnl� FL Cert. 6634 -] July 26,2011 WARW AFG - VerFfy dtsigrt parwnefrm and READ NOTES ON 77IIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 nev. M108 BEFORE USE, . Design valid for use onty with Mirek connectors. This design is based any upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown pp pp;;p� is for lateral support of individual web members only. Additional temporary bracing to insure stabTty during construcfion k the responsiblfity of the IV II 6V erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PoWLR ro P[RPoRM' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crtiedo, 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 IQty Ply Carlton w/ Sitting - w/ Front Porch M11312 J7 MONO TRUSS 11 1 T413391 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:18 2011 Page I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7-0-0 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 Scale: 3/4"=1' CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.38 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 BC 0.74 Vert(TL) -0.29 2-4 >275 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation REACTIONS (Ib/size) 3=172/Mechanical, 2=324/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Horz 2=178(LC 3) Max Uplift3=-194(LC 3), 2=-269(LC 3) Max Grav 3=172(LC 1), 2=324(LC 1), 4=133(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 194lb uplift at joint 3 and 269 lb uplift atjoin 2. LOAD CASE(S) Standard t��r<111C1!/!!°I t ♦��,�,�P.3 0'RF°1°rr ::Q�•\�.�\G E N 3F•�yl r: p '� ATE OF ` irk' ORi. FL Cert. 6634 July 26,2011 WARMNO - VMh destga parameters and READ NO7ES ON 77116 AND 1WT UDED Mr7Y FEFERENCE PAGE MU-7473 rev. 20-'OS BEFORE USE. s Design valid for use only with MRek 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 6 responsibility of building designer- not buss designer. Bracing shown ; p is for lateral svpport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Ml lek' erector. Addiltional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding pa. --.. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss (Truss Type City (Ply I Carlton w/ Sitting -w/ Front Porch UI11312 J8 MONO TRUSS 10 1 T413391 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 2610:22:18 2011 Peg 1-0-0 8-0-0 Scale = 1:17.7 3x4 = B-0-0 B-D-O LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.15 2-4 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 26 lb FT = 0% 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 (Ib/size) 3=200/Mechanical, 2=360/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=199(LC 3) Max Uplift3=-227(LC 3), 2=-288(LC 3) Max Grav 3=200(LC 1), 2=360(LC 1), 4=153(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 227 lb uplift atjoint 3 and 288 lb uplift atjoin 2. LOAD CASE(S) Standard t 0 �����u111DrD��r X .- \GE SF �92i 1. 6 • ' fix./; �r _ ;< SST E OF ' tDllll FL Cert. 6634 July 26,2011 WARMNG - Ver4, y design parwnefem and READ NOTES ON TRISAND INCLLmED MITEKRSFSRENCE PAGE MR-7473 r . 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. ■�• "Yr•, Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabTty during construction B the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .o e fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Qual ly Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Carlton w/ Silting - w/ Front Porch T4133915 M11312 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:19 2011 Page ID:Lcg54J?LuEancmZr4Qb7WMyuFUF-76aqS._Y36rAqyjgPhB59augIN?UGMAPV6?9YhQyuEZ i -1-5-0 6-11-1 i 9-10-1 1-5.0 6-11-1 2-11-0 Scale = 1:20.8 4 2.83 12 3x4 3 8 2 1-1 1 7 6 2x3 I I 5 3x4 = 3x4 = i 6-11-1 9-10-1 6-11-1 2-1" Plate Offsets X Y : 6:0-0-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.26 BC 0.27 Vert(rL) -0.11 2-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 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=108/Mechanical, 2=388/0-11-5 (min. 0-1-8), 6=474/Mechanical Max Horz 2=213(LC 3) Max Uplift4=-126(LC 3), 2=-322(LC 3), 6=-284(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=765/357 BOT CHORD 2-7=493/718, 6-7=-493/718 WEBS 3-7=0/284, 3-6=-836/574 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. If; 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 �!O , `!-- between the bottom chord and any other members.��j •' ��� 4) Refer to girder(s) for truss to truss connections. N. •' ii E•N •, y 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 4, 322 lb uplift at joint 2 Q�.•• and 284 lb uplift at joint 6.oi-s: � 1l16' 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard �% , r 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . .' ATE O F Vert: 1-8=-54 � Cp'. (� Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-133(F=39, B=-39), 2=-2(F=9, B=9)4o-5=-49(F=-15, B=-15) ♦,,� . ;C` Q �� `� �ii,� • O R 1 �,•'\,,� „In+ FL Cert. 6634 July 26,2011 ®WARMMO- Verifydesignpa.d.t sandREADNOTES ONTBIS AND INCLUDEDMI=MFEREMCEPAGEMD-7473,w. 10-VS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. ■�•^^Y'^� Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during MiTek' construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding w ,• e K fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality 01teda, DSB-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Carlton w/ Sitting - w/ Front Porch T4133916 TA11312 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s May 112011 MiTek Industries, Inc. Tue Jul 26 10:22:20 2011 Page ID: Lcg54J?LuEancmZr4Qb7WMyuFU F-bIBDfKZhlg IhatFcFucO75DvhPpOSaRfKfv5DtyuE 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.5 4 2.83 12 3x4 3 8 2 Lij 7 6 2x3 II 5 3x4 = 3x4 = 7-3-4 11-3.0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44 Ito FT = 0 LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de REACTIONS (Ib/size) 4=202/Mechanical, 2=480/0-11-5 (min. 0-1-8), 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/560 BOT CHORD 2-7=746/1060, 6-7=746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. ll; 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 3-641 tall by 2-0-0 wide will fit between the bottom chord and any other members. % , 1° 4) Refer to girder(s) for truss to truss connections. • • • 'f� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift al joint and 318 lb uplift at joint 6. 4, 373 lb uplift at joint 2 ��� \� • •, y Ci E N ` Q<.'� 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •• �_. 1 6 LOAD CASE(S) Standard-- 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) •;/'/ �i ' Vert: 1-8=54 :� •` SAT E F Trapezoidal Loads (plf) i `, 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) ,�; (� •.' T� O Q .. \=,4v 0 s N A, 01 1111111 FL Cert. 6634 July 26,2011 ® WARMNG - V.'iJY d ssi9a paramd. and READ NOTES ON THISAND rtWL UDED 3f7TEKRBFERENCE PAGE MH-7473 nay. 10-108 BEFORE USE. Design valid for use any with Mnek connectors. This design Is based only upon parameters shown, and Is for on individual building component. Applicability of design paromenters and proper incorporation of component is 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 responsiblrity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vow —nsnra - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Bunding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 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. For 4 x 2 orientation, locate plates 0-1n4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 MP rHC)Pr)l 0 CI-2 C2-3 c4 WEBS U vb U a- O C7-8 Cb7 CS-6 BOTTOM CHORDS 8 7 6 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 BEARING 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. 5 © 2006 M1ek@ All Rights Reserved P93WER TG PERF©RM.', MiTek Engineering Reference Sheet: Mll-7473 rev. 10208 A General Safety Noto., Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. 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. COMPLETED ON: DESCRIPTION: BEING ALL OF 14086 ZORZAL AVENUE, OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS: FFE = FINISHED FLOOR ELEVATION R/W = RIGHT—OF—WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE PLAN U C TIE IN FINAL TOPOGRAPHIC.,- 2-02-12 1.SURVEYORS UNLESSS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. i. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE o LOCATED UNLESS OTHERWISE SHOWN. ? M 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO JR THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO065 F, EFFECTIVE DATE JUNE 30, 1999. o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. a En 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE qa CENTERLINE OF ZORZAL AVENUE HAVING AN ASSUMED C9 BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 0 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. Z-o Zz� PERMIT #: N89051'20"E 52.01 w °' >; o M 34.01 • cV tV 8.00 P O O � 10.00 O Z o AVERAGE TOP c ro OF FORMS v�i ELEVATION=26.22 .60' ABOVE EDGE OF PAVEMENT �� 16.26 7.78 5.30' � � X 5.9 °' 0 9.5 ' 15.86' 1BARPH z 0 SITE BENCKMARK ELEVATIONSSUMED W 52.02' ZORZAL AVENUE 20' PAVED ROAD 6.49 m x N z Z 0 CEO E FEB 0 3 2012 Public Works St. Lucie County, FL 14086 ZORZAL AVENUE LAST FIELD DATE: 2-02-12 LDATE: 0' ALEXANDER J. PIAZZA PSM, INC. YN I F I ED TO: WYNNE BUILDING CORPORATION 12 Surveying • Mapping • Consulting ` 619 SW Biltmore Street ' Port St. Lucie, Florida 34983 - c I hereby certify that 'the surv�^.&hown hereon is=true and ® Phone: (772) 340-7770 correct and is based on actual rneaseuremenis taken in the Fax: (772) 340-2250 field. This survey insets the,Minimm Technical standards LBf7280 of Chapter 61G17.FIorido attrilriis'lrat'ive odes REV I S I DNS•l,ALEXAND 11:' 'P:A77AG,�/Professional urveyor do Mapper I Florida Certificate No.: 6330 K:\BUILDERS\DWG2012\DWG\12-1269.dwg, 2/2/2012 2:41:40 PM