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Home My WebLink AboutSUBMITTED PAPERSOFFICE ITSE'ON%Y: p ] / ✓ , DATE FILED ii PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: 1 I� CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �E..co St. Lucie County Building and Zoning �0 2300 Virginia Avenue O OR1� Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION for BUILDING PERMIT St. �a�cie EWTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECTINF ATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: Fa i rwars SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: G�ol.r�► Cct(Ltvn nukCc e 9%'kb1'11C7- 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVIT Single family residence (Replacement home) c 11. SETBACKS (ACTUAL) FRONT: ;� BACK: V ✓ RIGHT SIDE: _ 1 LEFT SIDE: _V1 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [K] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [XI RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OFPROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 i The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notic6 of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne B i w ADDRESS: 8000 S. USl Suite 402 . IMM� Z CITY: Port St. Lucie ►w! STATE: FL ZIP: 34952 PHONE (DAYTIME): (7 7 2), 8 7 8 - 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED AB OVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (,—) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 08898 BUSINESS NAME: Wynne Develo ment Corporation QUALIFIERS NAME: Matthew Lyle Wynne ADDRESS: 8000 S. US1, Suite 402 CITY. Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): (7 7 22) 8 7 8- 5 513 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIVENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: '; 4 9 9 F PHONE (DAYTIME): (7 7 2 2 8 7- 8 25 R BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER: ADDRESS: CITY: ZIP: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT -IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YAR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in com Hance with all applicable laws regulating construction and zo " i OVN OIVTRAC_T ATURE` C'ONTRA'CT NAT STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this Iq day of � u (✓ y 20 1 / by Matthew L)rl e WTnrie who is personally known ✓ or has produced identification. STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this day of J7? L Y , 20-LL—, by Matthew T,y1 P WVnnP who is personally known wl"�or has produced as identification. Signature of Notary „„11,,,,,, DOROT ANE ]2012 Signature of Notar o�,Rr P(,e�� ,�auuq _ , . o-; Notary Public -SrPVe,DOROTHY ANN HAFNER Commission No. = • My CdnS#labxpirCommission No. •'r° Nota�pSt��ic -State of Florida Commission # fMy Comm. Expires Oct 2, 2012 "OFfMa Bonded Through Nat °• Commission # DO 827096 �I„11111` F °F FL�p�,` ' 111111` Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NO A Z D. -FOR— THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. - OFFICE USE ONLY ]P #: 1 t�_Q IG 3 SECTION doTOWNSHIP ?� RANGE MAP NO. 13_ ( /� % ZONING 1� LAND USE ' 1 LOT Tv � �,3 TAZ NO. FLOOD ZONE X FIRM MAP # 1STFLR ELV 0,5 ,8-1 1 MAX HGT CONST TYPE OCCUP TYPE MAX.00CUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF RFC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 1 AREA FEE FEE (RADON) LIBRARY. PUBLIC BLD PF C BL _; PARKS IMPACT IMPACT FEE I IMPACT FEE CORRECTION FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE _ / SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING/ FEES DATE SENT TO ADDRESSIN REVIEWS FRONT ZONING SUPERVISOR PLANS _ VEGETATION SEA TURTLE MANGROVE COUNTFF, REVIEW REVIEW `.' .REVIEW -=_= " = =REVIEW '-- - REVIEW DATE -...RECEIVED :45l �REVIEW ' k COMPLETED: INITIALS �FF��E"iISE�ONLs t_ DATE FILED: ll�� _ PLAN REVIEW FEE: RECEIPT NO.�r�l1 PERMIT NUMBER: A t "(D( 3 CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED 0 St. Lucie County Building and Zoning 2300 Virg inia Avenue Ft. Pierce, ION FL 34982-5652 REv-10' 772-462-1553 SCANNED oAnAlk Aw-5f-4c VX) BY eta Lucie 1�-,ggmjw . APPLICATIOfor BUILDING PERMIT N CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: F a i rLLA y G SITE PLAN NAME: 3. PROPERTYTAXID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 6 / 7 34 39 all that part lying northeasterly of I-95 .5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.):� ✓ . OT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: G�� I F10 ac. Single fami1 residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: �� 1 BACK: S7 1 RIGHT SIDE: �, LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) ICE [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: �� 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION:' $ 51 , 000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: CITY: Port St Lucie % jj JjX JlAir: L L PHONE (DAYTIME): U3 2) 8 7 8- 5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: WVW4 PHONE (DAYTIME): (_) STATE: ZIP: CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Develo ment Corporation. QUALIFIERS NAME: Matthew Lyle ADDRESS: 8000 - S. US1 i Suite 402 CITY. Port S t . Lucie STATE: FL ZIP: 34952 PHONE(DAYTIME): 72 - 87855i FAXNO. 772-878-7656 Email: ARCHIVENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: �aAAF PHONE (DAYTIME): (7 7 a 2 R 7- 8 2 5 R BONDING COMPANY: _ ADDRESS: CITY: M ORTGAGE LENDER: _ STATE:' ADDRESS: CITY: STATE: ZIP: • . IN4PORTANT N0T1CI.:. ,-i,, to a permit is issued and it is not picked up within 60 days_ after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in compliance with all applicable laws regulating construction and zonin . O WNER © CONT• �C YT3RE GOle1TR�Ca ! STATE OF FLORIDA STATE OF FLORIDA 'COUNTY OF St. Lucie COUNTYOF St. Lucie The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this � day of -C 2 20�_, me this day of CCFht•�iCn, 20�_, by Matthew T.vl by Matthew L.Y1 e Wvnne who is personally known or has produced who is personally known .11�or has produced as identification. as identification. In A of No Signature of e DOROTHY ANN HAFNER DOROTHY ANN HAFNER o `..uury �� . `"iar a ��, RV PV •• tiF uB Commission No. =_ . « �= Notary(ii� - State of Florida Commission No. ; .* ` �': Notary(PO)J - State of Florida 3 • . . • My Comm. Expires Oct 2, 2012 My Comm. Expires Oct 2, 2012 Commission # DD 827096 p�: Commission # DD 827096 FOF FAO • °'�O �� Bonded Through National Notary Assn. "' Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE OTA ZEGTOR THIS BUILDING PERMIT AS AN OWNEWBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BI' 11E�1 l SECTION � TOWNSHIP RANGE MAP NO. ZONING LAND USE Rij LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # �r 1j�j 1 � FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER. / i SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 1 AREA FEE FEE I I (RADON) LIBRARY, PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE T GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE �'4C REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE ii 1�11 l RECEIVED DATE COMPLETED INITIALS 6 E7'1.!O,AA ZIOZ L 0 833 am 5� l4wommm" 4 rpmw ICW#43W alp Ampas 0 , �Wvqlmw AmWW IPA w mu jw SAW InRAM 4qqpw 8 *w mqwwmwwpgvan pwaW awwApw I" 4WOMWAMBAD m;j, -2, q4ftwow awAwAt*&&mmd SMOW4 ou sw PW 0 p0mv q :1 == q .1 omm &wad DIVOMW xw&w aw ww < L uuwadwl li ug qj Aowphr—'O- rrjRW4 4 pm mqlpz P0.1 sonuMad cz� L I NMM aa JO MOM MA 4W41 14 uRm4ARQm AAWF ma PRU - 'd Iw JuLSpopm ap I&M Xi ARM= fic= CA W% WA M- = JIS V77 BWMn its NCO ASd nay sor -TF:*.umaci n OD WKv.0 Jo 3. -Loll 3W MIA �H T/T d 2t?i792917,. uj. 1SUO3 . Hinos:WO�H 6t,:20 2-r02-83J-)- b /b412]lY 12:40 71146 - ",3 SLC INSPECTI&''-7, PAGE 01/01 Fort Pierce, FL. 34982 772-462-2173 Fax 772-462-§W CERTIFICATE OF TERMITE TREATMENT I 10 7— O i g 3 CONSTRUCTION SOIL TREATMENT BUILDERJCONTRACTOR• PEST CONTROL CONTRACTOR: C-5 PEST CONTROL- LICENSE *: We, the undersigned, hereby certify that we have prebmaW the above desuibed co on for subterranean termrm in aac:ordance with the standards of tfm National Pest Control Assodatton. Square feet if area treated: AM-r— Chemicals used: P�y%%/S Percentage of solution: �a S Total gallons used: ©abe ofTreatment �'o— Time of Treatment: Pooting 1st Treab6ett Re -Trot Dt'iVewa)Ii5t Treatment Re -Treat other 13t Treatment R&Treat Slab 1* Treatment WTreat -J)ODLS . Treatment Re -Treat. _.. Jerlmeter for Anal Inspection ^1 . _ t wl - f1. RECEIVED MAY 2 9 2012 1w0ie: 7h" mug bee emptW rarm ibr ead� rWuj1h +d trsWmrCW arty- Nowt arrd drts form m atbe w Me job .�' to JwpkW up by do iLWvcMe at [1 w of eaidl ku pecOw or ft5d*d9kdftXP0Cffw wd/ f0and a re*40afto ree dAny" rs G"G CerWgcate of RV400a 7'rea&jent lbrpvVrrbiae of Umlift A WWVWr0rzWtPftWPVAft beard -qW b& prov*W to rewAe drp6Fab* Treatrne►rt C OSM&S as ewah regrate�d pv bnatrnantts aan;owteiad, prooft a moy for Ebe pmcrr die perm* b ftfad to aid arnotlrer copy Ar PW pwW fib& 77W JY MmW G wffita r s0W0m * the go Axt u;4 kertW of the altar, hint and main of fe beahJsa 4 ar?e bar W7, a w trehft4 dMw*W US* perrmt cenaarftff n aad term+ w aPga&M used, to esttft a vnITubb rargrd of pvotecdye be�nient. ff dre s�aild�ica/ faarr#�r m�iod liar terrnAte pr�+vtsrrtbn Er u�d, bile/ arie�r�or b�0►rrerK shag be mntpkdeafprrly filbrrdd�xj app�val. St Lucia County requires fbr the final inspection for CO, a Permanent Stickar to be placed on Professional Insulators of South Florida FTC Insulation Installation Certificate To: r13950 Lucie Count Date: Aril 30, 2012 Re: 07-0193 Lot/Block: Address: Cancun Ave Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1, Rigid Board Polystyrene Other Exterior (frame. walls) have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglass Blankets Manufacturer: JRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" JFiberglass Blankets Manufacturer: Owens Corning lRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: Fiberglass 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: JFiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density:, Spray -on Cellulose R-Value: I 10ther 4. Garage partition walls of A/C living area have been insulated with: Rock Wool B Thickness in inches: 9 1/2" X Fiberglasst&Ulrers Manufacturer: Fibertech Spray -on Cellulo Density: PolyurethaneIMF- R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Compete ne# WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulatim Contractor B By: r X conTinenTN. Continental Florida Materials Inc. 737970 13450 W:,,Sunrise Blvd., Suite 430 Sunrise'FL 33323 HE■ RGC MENTGroup Tel: (95, 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited �^� concrete or grout may cause skin injury. Avoid from delivering concrete except under the F�,�ELB contact with eyes where possible and wash truck's own power, and where site conditions itz J�" exposed skin areas promptly with water. If any permit the safe and proper operation of his PS'r cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to �4 y+,,;1 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, FORT �'1.��?('.� [!.�) CONCRETE I�i_1-{r�IT units ma result in the release of dust masonry Y the Purchaser/Purchaser's Agent and his 9 3776 SI L")!TZ ROAD particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and 561--4.6 r. 7L44 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. q.both the front and back of this ticket. Agent TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 3 3 1 %RRRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME --1 F J PUHGHASEH/ PURCHASER'S AGENT PURCHASER/PURCHASERSAGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER 583569'3 SLAB SOLD TO DELIVER TO RODI' EY HALLS OOP bRE T E QUANTITY QUANTITY QUANTITY PRODUCT J✓ -W� vu µryPRODUCTDESCRIP11ON THIS LOAD ORDERED DELIVERED CODE, `nfil9r} r �liri Truck # Plant # Slump T Due at Job Use of Concre Entrain Calc umf Air Super Plas. Drivers Name ❑ CONCRETE TESTED TIMETICKETED DATE TICKET ORDEP e 36 = F'IsRT PIC. CE. \ Concrete Disposal: ti UNIT OF UNIT s} MEASURE PRICE ;, SLA cv- chi AP 17� C, SUBTOTAL" is JF}I�fE=;J f6kli! 1 TAX o TOTAL yds EXTENDED PRICE 1. WARRANTY: The materials sold -by Continental F Materials Inc. (hereinafter "Continental") are warranted fc :ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu c. _ Cher warranties (whether written, oral or implied), includin, __ warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover. any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. E.X..CLIJSIVE_REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of'any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any, other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services sold by Continental. 3. DUE DATE: Payment for all credit sales is due by the 10th of the month.following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% • per month. 4.- COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures., Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by.the Purchaser is suitable for such delivery and Continental may refuse to•deliver to a site if Continental is of the'opinion that delivery would be unsuitable or unsafe. The Purchaser shall.be responsible for.ail costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVEBY_,5 E: 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 anydelay in delivery or non -delivery resulting from any cause beyond its control including•but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser, shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in wrifind within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.8PECIFICA7.LQtJ..: 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 Masdnry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICAi ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance.provided by Continental is for Pur, hasers 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 QFTERMS: 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.T_ERMS: 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 determinatiJe. ,r,, REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: St. Lucie PERMIT NUMBER: PROPERTY ADDRI:$S: County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 P 1. (561) 462- 2165 F ax (561) 462-1735 THE UNDERSIGNED HERESY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXC';EED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLCI WS: 1. This temporary power release is requested for the above sta-ed purpose only, and there will be no occupancy of any type, other than thi-A permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by W terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. �3. All conditions and requirements listed in the attached document entitled requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the discanneatinn of aian+rin.i eo nTi n E nTC Continental Florida Materials Inc. 1735794 13450 W Su i e Blvd Suite 430 Sunrise, FL 33323 H E ID�?lEggg B Et RAGC� E Tel: (954) 858-0780 M E NT G CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited tL� ro 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 ` kj P p � exposed skin areas promptly with water. If any permit the safe and proper operation of his 1 �Jtl 3 5 'S 1 Qi [� i< � a � cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to p / / O 7.. and repeatedly with water and get prompt medical add water to the mix nor to go beyond the , 3 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of r?�i' l=� t E f2+wl d �'t) CONCRETE`�-C�i�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. 3 r �i E-&-'L tf X i l�i�. fl 1 respiratory protection, could cause eye or nose I acknowledge that 1 have received and /964,- �r f, a� 4 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. boils the front and back of this ticket. Agent g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's. YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. PURCHASER/PURCHASER S AGENT 58_ 5i'I SOLD TO 10 9 8 7 6 5 4 3 S 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBER/ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE TICKET 1- 3L.Pi9 5:01A`-I Y F1f11_l_S CON RUL: QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED J, 01 Mid 1P'te t1,1114 10 0 Truck # Plant # Slump Calcium tr' / Air Entrain Super Plas. PRODUCT CODE I Due at Job DELIVER TO Concrete Disposal: PRODUCT DESCRIPTION €2 tii C E UNIT OF UNIT MEASURE PRICE (IV D I"U`6=L FEB 2 9 2012 F4` V, FF Use of Concrete — Drivers Name ►.=li! 4al:;s-�q !_.I-�i{It`s ❑ CONCRETE TESTED 0RLtil.-6d.; I yds EXTENDED PRICE SUBTOTAL TAX TOTAL L iV G,11:1.A Delivery Instructions FAIRJAA' S Cl IRTnMFR 1 . WARRANTY: The materials sold by Continenta. . .-..do Materials Inc. (hereinafter "Continental") are warrantee, year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. Z EXQUIStVE_Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services REMBQY: 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 fr6m Continentalby puichaser 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, QUE D.ATE..: Payment for allicredit 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. 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. S. MIX CODELL _0QA_T1ONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location fog r 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 DELBffiB_YTo_$JJE: 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 f r unsigned delivery tickets. 8, j2EJ1.AY,5: 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 faw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES : This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental 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 callback without charge will be allowedonpours 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.ENVIROWENTAI..-H-.AR—Q..F,: A $5.00 per load environmental charge will be assessed. 11EC SPIFICATION: 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. 14JECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MMIEIQA!M_QETERMS: 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 those 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.TERM& 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. It. 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. - 13450 W. Sunrise Blvd., Suite 430 C,PnTli nuffimlnmTif R 7 2 7 � �iI .+ - Sunrise, FL 33323 Tel: 954 858-0780 ` ' II ` CAUTIONro Freshly UNLOADING Drivers are the HEIDELBERGCEMENTGroup concrete or grout may cause skin injury. Avoid under from delivering concrete except under the /-t1_, 1„ ,,-,.,( r-;-4. I I ! F-i•,I 21 I--J f W %`I r contact with eyes where possible and wash truck's own power, and where site conditions 1E 1 Il '?`•} 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 r... i 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 -2 w 0 9 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 /• i irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. Ai the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchader/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. _A' gent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 3 2 1 PURCHASER/ )..'i`.]'1r PURCHASER'S AGENT PURCHASER/PURCHASERSAGENT P.O. ORDERED BY ZONE JOB NUMBER TIMETICKEfED DATE (tF;�jri;TICKET {•?flt);i�_'r i fal.i_ V E3iSi F{,;QL: k::' ::i�LC4{;+ ilfi 3 I :"' L:Ia'f SOLD TO DELIVER TO _ yds Concrete Disposal: .lt,i QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE >. 1 �(I`2 �. Sf f 7 t C� t(3 99 L. Truck # Plant # Slump Due at Job Use of Concrete i~WX ? $?3'`t;:i SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name TAX ❑ CONCRETE TESTED - TOTAL Delivery Instructions _ ... .. CUSTOMER 1. WARRANTY: The materials sold by Continental I Materials Inc. (hereinafter "Continental") are warranted f ear from the date of delivery to be free fr6rronfects in material. This warranty is exclusive and is in lieu or ait other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages: loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. E_X(LLUSIVE_ REMEDY: Purchaser further agrees that its exclusive remedy against Continental in -the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic.losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or 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. COLLECTI..O_.N COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy avid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE_OQ.fD17.LON.S: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the 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 delivef y, 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 $1.60 per min. 12.ENVIRONMENTAL_CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental Is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. i4.TECHNJ.GALA$SjS_..TARC 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 _$AFEIY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MOD1_FICATI..QN 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.J Rf IDS: 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 fumish 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. - c-anTinenTF-111111M 1727826 ! 13450 W. Sunrise Blvd., .. Suite 430 h � Sunrise, FL 33323 - Tel: (954) 858-0780 i�l E I D E L B E RG C E M E N T G CAUTION!! Freshly, mixed cement, mortar, UNLOADING Drivers are prohibited ro 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 and repeatedly with water and get prompt medical treatment. Sawing, or grinding of concrete add water to the mix nor to go beyond the curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his particles which, without the use of proper eye or acceptance of risk for any loss or damage. t 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. 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 regguSt. = ARRIVALMIMIE�I�, iSTAR4 FIOlURiTIIVIE{t3��IiFINISH{I?IOUR TIME LEAVE JOB TIME r �' fir♦ SOLD TO QUANTITY QUANTITY' THIS LOAD ORDERED 10 9 8 7 6 5 4 3 S 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBCkOfiDEREDBY s rr ""t et ' CLONE JOB NUMBER TIMETICKETED DATE TICKET - 1 DELIVER TO Concrete Disposal: yds QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED DELIVERED CODE MEASURE PRICE PRICE Due at Job Use of Concrete Drivers Name ❑ CONCRETE TESTED SUBTOTAL i TAX TOTAL Delivery Instructions CUSTOMER Special Instructions 1. WARRANTY: The materials sold by Continental I Materials Inc. (hereinafter "Continental") are warranted fi gar from the date of delivery to be free from M, ects in material. This warranty is exclusive and is in lieu , a„ other warranties (whether written, oral or implied), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and'other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELNE...R_.Y3!1E..!QQ.NQ.( IQNS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. 9UANTIT(E9: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay, for the full quantity -of, products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.60 per min. 12..E.,,NV,IRQNM.E...NTAL C....HA.R....Q.F: 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:TECHNICALSIS.TANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 153AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.0tjjF!CATiOERMS: 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.TFRI SS: 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 supersedo 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. Contlnerital Florida Materials Inc. 1727828 conTmEnT am 134516,- W Sunrise Blvd., Suite 430 �F ' 'Sunrjse, FL 33323 i-1E1DELBERGCEMENTGroup Tel: (954),858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the 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 grinding of concrete curb line, ,except upon the authorization of c) 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 I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. f 3" the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent 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. -'' ARRIVA�i (1 r'In E 'ffig 19 6g if ��lg99tt GfSirAIMMUf 1 p 1 NUTA sTllt�lEl��l�l!'fit�k1IMPOUR li�1 Ygi;{{1tl f�1( TIME LEAVE JOB TIME ZONE 1O 9 8 7 6 5 4 S 2 1 PURCHASER/ PURCHASER'S AGENT JOB UMBER TIMETICKETED DATE TICKET -7244, DELIVER TO ' r Concrete Disposal: yds QUANTITY }QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD r ORDERED DELIVERED CODE MEASURE PRICE PRICE ' L,35-4P, 41 f 7 .I, ''rr yft jjj $a 3 '� tt ) it l a k`bk yI 4 RIOT P1 I� CE Truck # Plant # Slump Due at Job Use of Concrete SUBTOTAL Calcium. Air Entrain Super Plas.-. Drivers Name TAX ❑ CONCRETE TESTED TOTAL trn rhr, rt a am rnrn c.c i.1.1I .:. er4 nna r� r.iH .,*rd• cenvr1 na rsr .-;.. Delivery, nstructio2S.I`i(+ 1 'o?".00 5026 EXI�ER fI�I'.(4_i.a"tTIwli ie �.' a��a CUSTOMER _ Special Instructions FUEL J�T r7 E1 Y-ti — EE , 2612 1. " Wingf geld, bodfrov, . 41 T, I , - 1 . WARRANTY: The materials sold by Continental 1 t Materials Inc. (hereinafter "Continental") are warranted I ear from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu other warranties (whether written, oral or implied), itICILiding any warranty or merchantability or.fitness for any partictilar purpose. Continental's liability Linder any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, dernage 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 PL chaser 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. conse-,,tential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar dal-iages, 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 D : 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. COLLECTION COSTS: - Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida, 5. MIX CODE/LOCATIQNS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6, ..D.E..L.I..V..E.RY..SITE..CONDITI.ONS: 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. ;1. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. if Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept, such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment, 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checkedby 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 W11 quantity of products listed on the Continental delivery ticket, I O.MINIMUM LOAD CHARGE: Ali 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.ENVIRONMEN - TAL - QHARQ.E: A $5.00 per load environmental charge will be assessed., 13.,�P6611FICATION: 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 a ' uthorized 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. 14JECHNICAL ASSIS.....TANCE: Continental accepts no responsibility for claims arising from technical advice crassistance 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 exports. 15.aAIFETY_Q_6TA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16..M.,O..D.I..F..ICATION-OF.TE.RM S.: 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. ITTERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by those forms, 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. DUNKEI.BERGER�' engineering & testing, inc. eL_r S� n Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: ancun Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1107-019 Date Tested: Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 2/1/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) s Laboratoll"PC rw xx FteldRTests { 1'1 J ) ')"`1• Maximum Dry Density (pct) Optimum Moisture M Dry Density (pcfl Cone t Resistance (tst) Moisture M Minimum Required Compaction M Percent Maximum Density (%) Test Results 1 12 112 13 113.2 --- 6.3 95 101 Pass 2 12 112 13 112.9 --- 5.2 95 101 Pass 3 12 112 13 114.7 --- 5.6 95 102 Pass Type of Field Density Test: r ASTM D 1556 ry ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: i✓ AASHTO T-180 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear GauLye Info: Gauge No. 23333 Daily Standard Count: Density: 2547 Moisture: 621 P r r) Blevat><on�� 'a1 L` ocation 139505Gancut, 0Tst _ 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) e "t" .� Elevation/Depth Referenced to: •may} �, ��E. ,Soil Type � ' , ' 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 9 Base Course 10 - Other: F NGVD F MSL 1V_ Other: lncnes below top or rooting or siao suoFrn o a ,yA cc: Client ... (1) :•,Rfi` F' Wynne Building Corp., B. Bailey (field) ... (1) - St. Lucie County Building Department ... (1) David T. u*ager om Xiaoyan Zheng, P.E., PhD Senior PrAe t FEB 2 2012 FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordance with 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 5-214 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 36 Wv-nne Building Corporation 8000 South U.S. Hwy. 1 Port St. Lucie, FL. 34952 (772) 878-5513 - ph. CTPl18LIC WORKS January 4, 2012 To: St. Lucie County Building Dept. Attn: Lydia Re: 13950 Cancun Permit # 1107-0193 Hi Lydia, here are the correct plans for the abovementioned permit. Sorry for the mess up! Thanks Cheri Lydia Galbraith From: Lydia Galbraith Sent: Monday, December 12, 20114:34 PM To: cheri@spanishlakes.com Cc: David Johnson Subject: 1107-0193, revision Importance: High Hello Cherie, I have received the revision of the model for above permit. The submitted plot plan and truss plan are showing a right side garage. The submitted building plans are showing a left side garage. Because of the lay -out of the property, we assume that the plot plan is correct. Please provide 2 correct set of building plans. Thanks, L_U O(' a g c,a bra nth Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithl(@stlucieco.org ti_ Cheri Adams From: David Johnson Dohnscind@stiucieco.org] Sent: Tuesday, November Q8, 2011 8:57 AM To: 'Cheri Adams' Cc: Kenneth Arnold Subject: RE: 13950 Cancun - Permit # 1107-0193 Cheri, I spoke with the building official and it was decided that we can do this as a revision and charge a revision fee of $250. That is the standard plan review fee for a new home. If you have any questions please call.. Dave From: Cheri Adams.[mailto:cheriC&spanishlakes.com1 Sent: Friday, November 04, 2011 11:58 AM To: David Johnson Subject: 13950 Cancun - Permit # 1107-0193 Hi Dave, I was asked by Matthew Wynne to get back in touch with you regarding this.permit. This is the permit that I spoke with you about where we were planning on building a spec home and we permitted it and picked up the permit on October 5th, however, no work has begun. We just recently .wrote a contract but the buyer does not want to build the Grand Carlton. as what we had permitted, he wants to build the Carlton 61' model with the enclosed rear porch. The size of the home will not change so the lot layout will not really differ. You had said that we would have to void out the first permit and submit an entirely new permit and pay for all.of the fees all over again, which'I explained to Matthew but he does not understand why it will not just be a revision fee or the $275 that we pay to submit a permit. We have already paid all of the fees for this lot when we paid for the last permit so it will just be revised plans that we are doing now. Will you please double check as to us paying for an entire permit all over again?? Thanks for your help! Cheri Please Note: Florida has very broad.public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It.is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption. applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. `, 1 JOSEPH E. SMITH, CLE,rv- c THE CIRCUIT COURT — SAINT LUCIE Cr --y FILE # 3609964 OR B6 �3308 PAGE 1490, Recorded 07/15/201F' 12:29 PM 0�# AFreR RECORDING -RETURN TO: PERMIT NUMBER• "I'hl•Sn:,re it nr,, r.ccl lvr ,v,anaG,yt i,dn J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of corrtmcncement. 1. DESCRIPTION OF PF OPERTY (Legal description and street address) TAX FOLIO NUMBER: -1 3 0 6 —1 1.1 — 0 0 01 --0' 0 0 / 0 SUBDMSIOI rw��SBLb(K TRACT . —LOT 6/77 34 39 aLll that part lying northeast of 95 2. GENERAL DESCRIPTION OFDAPROVEMENT:,, single family residence _ 3. OWNER INFORMATION:- a. Name w�El b.Address 8000 S. US1, Suite 402, PSG FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owoer) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. USlr Suite 402 PSLI FL 34952 722-878-9913 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) T. Florida Staldtes: Tom Lee Spanish Lakes Blvd. Ft. Piercer FL. NAME, ADDRESS AND PHONE NUMBER: S. 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_ - -- --'-- —�,.,...—.,—.r,.rr 201- 0590 Matthew Lyle Wenner Vice —President Signature of Owner or Print Name and Provide Signatory's Title/Office Owner's Authorized Ofrcer/Direclor/Pariner/Manager State of Florida County of S t' r t t r i e The foregoing instrument was acknowledged before me this day of �� `/ .20 By Matthew Lyle Wynne ,as 1Z �R�St �FN% (Name of person) (Type of authority...., Owner, officer, trustee, attorney in fact) For Wynne Building Corporation . "� (Name of party on behalf of whom instrument was executed) Personally Known —IL or produced the following type of ID: DOROTHY ANN HAMER •, ",n,,,n4 t, • °� `t•g Notary Public •State of Florida O y ,/INrJ �F--� MyoComm.isExpires Oct 1 2012 96 l� fNotaryf Public (Signature of N Public) air t' �F®' Commission A DD A27096 (Printed Name o ) Bonded Through National Notary Assn. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are We to t e es o my n w1e g an belief (section 92.525, Florida Statutes). Signature(!) Ow or Owner(s)' Autfigriled Officer/Director/Partner/Manager who signed above: By By Ac.. OenOn00l (0.uo0inr) STATE 0 ' F FLORIDA ST. LUCIE COUNTY T RUESA HIS IAW GWIECT COPY QF TkTTHISlK S TO. CERTIFY THJ,. OAIcGma ►ntf,PH E SMIT,R. LFRK By: Date W1f --AE BUILDING CORPOR%___11I0N 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie October 4, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 13950 Cancun Permit # 1107-0193 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to 12 Desoto Lane in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 No. DESCRIPTION Goae 5ec6on -2- 11111111111 ❑WSI OE cw,'��•-`� ••• PLANNING (Chapter LOCAL DESIGN CRITERI/s;- .<61e R301.2(1) unless noted otherwise) Floor live load (Table R301, 5) �/ 5 Roof live load (Table R301.6) 3 7 Ground snow load N ("o Weathering ajcd l C I- re r Q[ Frost line depth /L/f1 psf Termite area A 1_j,!C q Ll y psf Decay area Ar r ia psf Basic wind speed J '� o mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) 1 / <-5 Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) N rf} Winter design temperature S' Z - Ice barrier underlayment required /L M, Flood hazards EXTERIOR WALL LOCATION (R302) /V A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS R303 throw h R305 Use reNfinirm----------- ft� Width ceiling ceilin light Natural ventilation' Living 120 7'-0" 7'-0" . 5'-0" 8% floor area 4% floor area Dining 70 7`-0" 7'-0" 5'-0" 8% floor area 41/16 floor area Kitchen N.A. N.A. T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0' 7'-0" 5'4'1 8% floor area 4% floor area Bathroom N.A. N.A T-0" 5'-0"t 3 square feet 11/2 square feet . 'See Sections R303.1 it, R303.3 for mechanical ventilation and artificial light t 6'-6" min. over plumbing rixlures. Required heating (R303.8) SA IT TION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) A/A,z2 Private disposal (Appendix l) v Floor surface noncombustible; sloped floor (R309.3) /'J // fq Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping roam window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height= 44" (R310.1- R310.1.4) Al I14 Window wells (133t0.2) GLAZING (R308) f 1-51 Identification (R308.1) Louvered windows or jalousies (R306.2) Human impact Toads7FiazaTdoouSlbc8tions-- (R308.3/R308.4) t/A Exit balconies (R311.2.1) r/ Exit access or hallway >_ 3' (R3fi.3) One exit from each dwelling unit (R311.4.1) / Exif-doe'= 3'0' x 6'8". ( it 4 2) - Landings for doors (R311.4.3) Skylights and sloped glazing (R308.6) Stairways; minimum width = TO"; maximum - -7 of. ' um tread = 10" with GARAGES AND CARPORTS (R309) V-11" No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 1'Is" solid. wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/Z' gypsum board on garage side, except 9/e' Type X re- quired below habitable rooms (R309.2) -3- Starr rrse - a , mintm p 34"-11/4" nosing; minimum headroom = 61 8 " (R311.5) /V 114 Landings for stairways; minimum dimension 36" (R311.5.4) Al/I P Special stairways (R311.5.8) N l Ramp slope (1:12 maximum) (R311.6) A Ramp landing, minimum Tx T (R311.6.2) ' Ramp handrails; one required if slope } 1:12 (R311.6.3) Ll3"LVJ 1l.VIILU.J Under stair prate (R311.2.2) Handrails; required on one side of stair, hand- rail height = 3411 to 38"; Type I or Type II grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards; required for porches, balconies, ramps, open sides of stairs, or raised floor suifaces 5 30" above floor; 34"-361' minimum guard height (R312.1) Opening limitations (R312.2) DWELLING UNIT SEPARATION (R317) Two-f .'dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R3171.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R318) Location and interconnection (R313.2) (A Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v Protection required (Table R301.2(1), R3i9.1, 0 77(1 14151 Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smake-developed index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) fel,j'° Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) Premises identification (R321.1) ACCESS ILITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) fV 0 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) / General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) Sill plate bolting in concretelmasonry =11,1 dt- ameter bolts or as required for unbalanced Fill I/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters _._.- from corner, 71, embedment (R403.1.6, Table �IIOTIt�7GS-(1�41)3)----:------•-----------------------------------R�g¢4.(2,�� _ Soil bearing value (R401.4, R403.1) (°f`✓ Footings adjacent to slopes (R403.Q) . ooting width (seepage 5) , Frost protected shallow foundations (R403.3) Footing edge thickness = 61' minimum; footing projection = 21, minimum, but 5 footing thick- ness (R403.1.1) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing Footings in SDC.0 or D.(R403.1.2, R403.1.3 _ (Tables R404.1(11 and R404.1(2)1 and R403.1.6.1) Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) Maximum wall height [Tables R404.1(i) - R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- TABLE R403.1 Will Ivl uvtu 1 ri ur CUNCRETE OR MASONRY FOOTIt -ncnes - _ LOAD- --�'-BEARING VALUE OF p E1,500 2,000 j 3,000 conventional li ht-frame construction 1-story 12 12 12 >_ 4 000 12 2-stor 15 12 12 iZ 3-stor 23 i7 12 12 4-inch brick veneer over light frame or tt-inch hollow concrete masonry 1-stor 12 12 12 12 2-story 21 16 12 12 3-stor 32 24 16 12 a.Inth solid or full grouted masonry 1-stor 16 12 12 12 2-stor 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa fl. 'ire; :aiplum taoliag width is 12 inrhPs a single wylhe of solid or fully grouted 12-inch nominal concrete masonry units is permilled. FOUNDATION WALLS (cont'd.) COLUMNS (R407) -- —------- -- 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 J - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] Wood columns ( minimum 4" square) (R407.3) Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(5)] Height above finished grade (R404.1.6) Sill platesize (R404.3) Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405,1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) It uninhabitable, see under -floor space (R408) Steel columns (minimum 3" diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) 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 (I:5" minl I�"o masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, [Table R502.3.1(Y)] J R502.7.1) Joists — Nonsleeping areas, LL = 40 psf Drilling and notching (R502.8) [Table R502.3.1(2)] Alzk—A - Cantilevered joists [Tables R502.3.3(1) and _ Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls [Table R502.5(1)1 — Girder spans and header sppans for interior _ Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) — Allowable span (Ta, :1503.1) End joints (R503,1.1) STEEL FLOOR FRAMING (R505) Cold-foP-_ 'steel; applicability limits; in -line framing (R505.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material (R505.2.1) Thickness (R503.Z.1) Identification (R505.2.2) Allowable spans [Tables R503.2.1.1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)) Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) �7 Grade (R503.3.1) Thickness (R503.3.2) instal l ' TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114" �j gravel or'/," crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R505.3) CTNXTE FLOORS (ON GROUND) (R506) // Thickness: 31!2" minimum; Concrete strength _-,(R506.1) fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum �19ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE'RAL601) _sign (R601.2) Component and cladding wind loads [Table P 9 01.2(2)] `_ Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Al — ----Stud-grade{R60i- fa✓ 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) C'V f Drilling and notching —top plate (R602.6.1) / � SD Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Qua. Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and . R602,10.3) / Wall bracing amount and location (Table / •- R602,10.1) / f Wall bracing length (R602.10.4) A (-'I- SDC D (R602,10.9, R602,10. If and R602. if) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Struclural sheathing (R603.7) 1 lxuu i ivry tconuo.i SHEATHING (R604 and R605)--- INSULATING COP:17"'77E FORM WALL r CONSTRUCTION Wood structural pal (R604) I) General design (R611.1 and R611.2) Particleboard (R605) Type of ICF wall design (R611.3 - R611.5) MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) _ General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION SDC C and D (R606.12) 61 Z} Unit masonry (R607) /4 Design basis (R612.1) /t/ % Multiple wythe masonry (R608) WINDOWS & DOORS (R613) (/ Grouted masonry (R609) rf''_ General; window silts; performance; testing Glass unit masonry (R610) and labeling (R613.1 - R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) f� try Wood shakes and shingles (R703.5) A("4- _ - -- Plastermaterial (R702.2) _____y`_"Exteriorplasfer- --: -- ------------------ /" 6¢ taster support (R702.2.1) Stone 8 masonry veneer (R703.7 & Figure r R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each and (R703.7.3) Gypsum board support, application and fas- Veneer Pies: #9 U.S. gage wire or#22 U.S, tening .(R702.3.2 - R702.3.8) gage by corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet Ceramic tile (R702.4) maximum area supported (wind> 30 psf and Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feel) (R703.7.4.1) EXTERIOR WALL COVERING (R703) !'/� Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) Exterior insulation finish systems (R703.9) Wood siding (R703.3) y`�- Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) /L`( Lateral support and bridging (R602.6) Design (R801.2 and R801.3) __.-Framing of openings (R802.9J wind loads able __� Woad trusses (R802. L..6. Component and cladding IT r � R301.2(2)J "ooFtie down (R802.' 2. 9 ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] 1'1- Fire -retardant -treated wood (R602.1. LI __ Ml hoou a is stcyrage; L-L=1-Bpsf Framing details (R802.'"4, t With attic storage LL = 20psf IV (A Rafter tie (4' o.c.) (R802,3.1) ✓ Spacing Species Collar ties (4' o.c., in upper third of attic) (RB02.3.1) _ Grade /y(� Purlins (2" x 4" at 4' o.c. min_ imum) . i�D Z.2. I Span (Figure -pp . �, �. I _ Size f - Bearing (R602.- a,,: IA-4 Cutting and notching (R802' 1.6 Engineered wood products (R802.1, 6 -7- RAFTERS [Tables R802.5.1 i' . . 'Z802.5.1(8)] STEEL ROOF FRA,� �wi (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor j 7 G de Thickness Nl� TW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806,2, ATTIC AC S (R607) Access requirements (807.1) r03.12 INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROO�F.CL SIFICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) Lf J Flashing (R903.2) f� i'�4 Coping (R903.3) Roof drainage (R903.4) i ERIALS R904) Compatibility; specifications; physical characterisfics, identification-(R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) Wood shakes (R905.6) (Z" It -up roofs (R905.9) C/ Metal roof panels (R905.10) I'll" 64 Modified bitumen roofing (R905, f f) �1,4 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) � +�J 1 I/LXZ' Liquid -applied coatings (R905.15) ROOF . ILATION (R905) / " ' A General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) I Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) '� Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (R1GU-, j Spark arrestors (R1003.9, i) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and . all thickness; >_4" (R1003.10) material/installation (R1003.11 and Flue lining R 1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001,5 and l .Flue area (appliance) (R1003.14) R1001.6) (masonry fireplace) R1003.15) Flue area ( y P ) / Steel fireplace units (R1001.5.1) Inlet (R1003.16) f 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) Chimney crickets 01003_20) Mantel and trim (R1001.11) Flreblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Y Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) �P Labeled and listed (R1004.1) ! .. 1 Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) OR AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY' (Chapter 11) Compliance; material and equipment � Building envelope (N11 D2) (N1101.2, N1101.3) Mechanical systems (N1103) C/ Climate zone (Table N1101.2) 'See energy conservation plan review record _--- MECHANICAL (Chapters 12-23) j Appliance labeling (M1302, M1303) evsl' Appliance access (M1305, M1401) 10t- j�pliance installation (Mf 307) Heating and cooling equipment; heating —J/.and cooling load calculations (Chapter 14) ,r/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) /✓ Combustion air (Chapter 17) �. Chimney and vent location and terminations (Chapter 10 and Chapter 18) Al %� Special fuel -burning equipment (Chapter 19) Boilerslwater. heaters (Chapter 20) A, /%�_ Hydronic piping (Chapter 21) fY Special piping and storage systems (Chapter Solarsystems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) in Application (G241 Pipe s',.- _ jG2413) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) -Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, "_' 5'*9 Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605,1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) C// Water heater size and location (Chapter 28) Piping materials (G2414) / Piping installation (G2415 and G2419) Piping support (G2418 and G2424) fff Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) -distributlan-systern-desigra- Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) N /- Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) ,v I Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) ti�Service equipment and location (E3501, �E3506) - ,'_"Service size and load calculations (E3502) Available fault current (E3506) System grounding (E3507) - RegU rem -branch iN3 �' iring methods (Chapter37) o Required lighting and receptacle outlets (E3801, E3803) o Devices and lighting fixtures (Chapter39) %eV 7 Appliance installation (Chapter40) IL11, t Swimming pools (Chapter.4f) L—Class2remote-control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) 1 v 0, .Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) �( f f V Provisions adopted (R102.5)� Compliance with Appendix F verified -10- Provisions adopte '02.5) Compli with Appendix G verified PATIO COVERS (Appendix H) Provisio adopted (R102.5) Compliance with Appendi ffi verified r PRIVATE SEWAGE DISPOSAL (A ndi f AP.vislon adopted ( 0 .5) C lance w' Appe ix erified E`66 TI G BUILDINGS AND STR, TURES (ARpendix J) 1 nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES 11- St. Luc e'County Building -& Zoning 2300 Virginia Ave 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 Rs - (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number' Electrical S & W Electric. Inc. 2045 ER0009416 Plumbing Lind uist . Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 26r.n7 Waternroofina. LLC CCC1329992 Gas PERMIT ISSUE DATE: NUMBER: I I a ®O 1(43 PLANNING & DEVELOPMENT SERVICES DEPARTMENT I ;1 J BUILDING & CODE REGULATIONS DIVISION J." \ 7 \ ' BUILDING PERMIT. � L, SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / 0 Z-�� State of Florida Certification Number (tfapplicable): have agreed to be the (Company Name/Individual Name) Lz 7-1—,-6 sub -contractor fot�� (Type of Trade) (Prinlary Contractor) for the project located at�j� (Project StreerAddress 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) SIGNATURE PRINT NAME DATE Business Name: Y�Y,r2 C z� c 7r- i-` r L Address: 6 / QGtJ. G cs /C-,_ Ay� r-fl City/State/Zip: /! V i-2 c F L Phone: 7 % 2 -�G/- 7 , / email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Robert A. Case SIGNATURE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE DATE J G ST. LUCIE COUNTY PUBLIC WORKS -� BUILDING & ZONING DEPARTMENT �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: $ 2A 8 State of Florida Certification Number (If applicable): CAC 0 2 4 3 7 9 cnmfort 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 C) (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Barry Zimmerman �\ GNA PRINT NAME DATE Business me: Comfort Control of St. Lucie County, Inc. Address: I Sn1 gi 1 tmnrP Street City/State/Zip: Part S_ T. i. i _, FT,_ 34983 Phone: (7 7 .) 7 8 5— 9 01 0 email: OFFICE USE ONLY: PERMIT # ISSUE DATE �J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORS�P 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 R00fin9-1 Waterproof inq,LLChave agreed to be the (Company Name/Individual Name) Roof; ncr sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED A� 4��, Andrew Kriska -'SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: (77 ,) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST.'LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:,��-Q�'�-'� #1 306-1 1 1 —0001—000/0; 617 34 32al I that part lying (Tax ID/Legal description/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 T,yl P W)znnP Property Owner Name Property OOwn& Signature ' Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS /V DAY OF 20 - BY Matthew T.y1 t- W)znnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED ^ ^AS_ IDENTIFIC�ATIOON. SIGNATURE OF NOTARY / TYPE OR PRINT NAME OF NOTARY L NOTARY PUBLIC TITLE O $0, QN NUI THY ANN HAFNER e Notary Public - State of Florida ?' « My Comm. Expires Oct 2, 2012 i N,♦ WCommission # DO 627096 Bonded Through National Notary Assn. 7 Property Appraiser - St.Lucie County, FL Page 1 of 1 r , - PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 "Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ��tSCIF �pG2 " Site Address: 6487 SPANISH LAKES BV ParcellD: 1306-111-0001-000-0 Sec/Town/Range: 06 :34S :39E Account #: 4031 y Map ID: Land Use: PRKG/MOBILE PUD Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Wynne Building Corp 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH Address: 12804 SW 122nd Ave LAKES FAIRWAYS (PB 35-5) AND LESS THAT PART Miami FL 33186-6203 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 22850000 Land Value: 8092500 Acres: 329.43 5/1/1986 1315000 02 CV 0502 / 0947 Assessed: 22850000 Building Value: 14757500 1/1/1984 674200 02 CV 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 474919.03 BUILDING INFORMATION P�igitl SNN.S9; Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBlt: 1990 Frame: - Grade: Y C - Commer C EffYrBlt: 1990 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1071 SecWall: - Interior Features BedRooms: 1477 Electric: - PrmintWall: - FullBath: 0 HeatType: - AvgHt/FI: 1/213ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site 1071 PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEN1 - CHAINLINK 10 Y 1 343 AV AV 1990 , FEN4 - CHAINLINK4' Y 1 95 AV AV 1990 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prclid=130611100010000 7/15/2011 j J H 13 C-,J e- A Ae k, 7-6-11 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A r n r ►� Project Name: Builder Name: WAYNNE Street: \� Permit Office: City, State, Zip: FORT PIERCE , FL, 349833 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftz b. Face Brick - Wood, Exterior R=11.0 204.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftZ b. N/A R= ftz 7. Windows Description Area c. N/A R= ftz a. U-Factor: Sgl, default 134.58 ftZ SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz SHGC: 12: Cooling systems c. U-Factor: N/A ftz a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftz HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftz EF: 0.9 b. N/A R= ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by Review of the plans and OF'f%E ST,q�� this calculation are in compliance with the Florida Energy specifications covered by this �y s Off, Code. calculatio indicates compliance with the lorida Energy Code. PREPAR e _ Befo construction is completed l DATE: - th' building will be inspected for a II?'! ° ompliance with Section 553.908 * I hereby certify that this building, as de ' is in complianc Florida Statutes. COD with the Florida Energy Code. WE UVv- AG Tr BUILDING OFFICIAL: —____-- DATE: ��, DATE: . 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck Color Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing R-Value Area R-Value Framing Solar Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4A 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 ' 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # 1 Ornt E Door Type Storms Wood None U-Value 0.6 _ Area 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Ornt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in Single (Tinted) No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 ACH 50 ELA EgLA ---- Forced Ventilation ---- Run Time Supply CFM Exhaust CFM Fraction Fan Wafts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 _ 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype _ Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Cert # Company Name System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 3 of 5 DUCTS ---- Supply ---- # Location R-Value Area ---- Return ---- Location Area Leakage Type Air Handler CFM 25 Percent Leakage QN RLF 1 Attic 6 75 ftz Attic 15 ftZ Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan [[X]] Feb Mar Mar A r jXXjApr XMay JXJ Ma jXXj Jun Jun]Jul]Au[XJ X]] Jul IXX IXX]] Au [[XSe Sep IXXJOct Oct Nov Nov rXI [[Xjj Dec [X] Dec Heating X Jan Venting jX�Jan [X) Feb [X Feb JXX] ] X Mar XAr X Ma X Jun Jul X Aug X Se X Oct Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 8 — Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 PM 80 80 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 66 68 66 68 Heating (WEH) AM 66 68 66 68 66 68 66 68 66 68, 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 . Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: I PERMIT #: FORT PIERCE, FL, 34983 Uaniaa,�,��.;�, .rr.��nrinM r+n11A01 IAAI!`C i U=i-V1 ICT 'q COMPONENTS ------ SECTION REQUIREMENTS FOR EACH PRACTICE 8HECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sgft. window area; .5 cfm/sq.ft. door area. _ Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. _ — — Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. — Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. . �.-. r�r�rc�i+oln-r1%1= 11ACAC1 IGCC 1miia+ ha ma+ Ar PYCPP-ri P-fl by all reridences.1 COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters N1112.AB.3 i Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump�ool 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 N'1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 Flu 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6.. Conditioned floor area (ft') 1451 7. Windows— Description. Area a. U-Factor: Sgl, default 134.58 ft' SHGC: Tinted, default b. U-Factor: N/A ft' SHGC: c. U-Factor: N/A ftZ SHGC: d. U-Factor: N/A ft' SHGC: e. U-Factor: N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft' b. N/A R= ft' c. N/A R= ft' 9. Wall Types islati V a. Concrete Block.- Int Insul, E " rio R�.L1 1va.80 ft' b. Face Brick - Wood, Exterior R=11.0 204.00 ft' c. N/A R= ftz d. N/A R= ftz 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 It' b. N/A R= ft' c. N/A R= ft' 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft' 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.9 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency de for Building Construction through the above energy sav' features which will be ' stalled (or exceeded) in this home before final inspection. rtLo e, a new EPL Displ and will be completed based on installed Code complian s. Builder�w ' nature: Date: m 91.,. Address of New Home: City/FL *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building. Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008' Project Summary' Job: - wrightsoft� ' 7 Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com For: GCCK�� _QAK��WYNNE BUILDING CORP. FORT PIERCE, FL 34983 1,21 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ft2 1452 1452 Volume �ft-) 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 1.3 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 'BFtuh @ 470F 1000 cfm 0.049 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 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr!aNts®ft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 . 9 Load Short Form Job: wri htsoft Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 11AAl1TCM 1 A%1 Lf? nnr 7f10 AL AO Printout certified by ACCA to meet all requirements of Manual J 8th Ed. nn� wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 f C� E:1Wrightsoft HVAC%Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 TP1TA1 0 AALA •]4904 nclnoG A/VVl Annn V Ir,%.V IYJI GIJUI GVGVJ IVVV IVUU Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A' 4 wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 /jCC,N E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -- wrightsoft° Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft22F) (Btu ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV I--G 12C-Osw 0.091 n 2.55 2.18 487 448 1141 976 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11.10 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 VN 12C-0sw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 IA-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 -0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 IWI 12C-0sw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 ^ IA-riomd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 LI--c� � G� iDc2ow 0.570 w 15.96 69.58 30 2 479 1788 0 0 0 0 PI 126-0bw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 " 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-19al 0.049 - 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 16% 2467 3214 12% 14% 125 87 ITTotal room load 20412 21734 1153 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -+ }r wr:grntsorr Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCk E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 rr wrightsoft* Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ft' 45.5 ftz Ty Construction U-value Or HTM Area (ftl Load Area (ftl Load number (Btuh/ftZ °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IL 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 -G 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0:091 s 2.55 2.18 0 0 0 0 52 .52 132 114 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 IW 12C-Osw 0.091 w 2.55' 2.18, 196 157 400 343 0 0 0 0 1A-rlomd 1.270 w 35.56' 26.39 39 39 1387 1029, 0 0 0 0 �--�i L t 1 D-c2cw 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 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 1.68 509 509 456 855 46 46 41' 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1358 - 38.02 0.00 509 47 1768 0 46 7 247 0 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration 1012 277 115 32 b) Room ventilation 1 0 0 1 0 0 13 Internal gains: Occupants @ 230 2 450 0 0 Appliances @ 1200 0 0 1 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -+ wr:gr.csofc Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsofta Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ftz 52.5 ftz Ty Construction number U-value (Btuh/ftZ °F) Or HTM (Btuh/ftj Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 11 V,V I-� D 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11.10 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 D-c2ow 126-0bw 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.670 0.097 n n a a a s s s w w w - 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 185 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 60 6 0 0 0 0 0 0 0 0 0 0 54 6 0 0 0 0 0 0 0 0 0 0 138 213 0 0 0 0 0 0 0 0 0 0 118 158 0 0 0 0 0 W W Ij1A-rlomd P I-D 11DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 150 150 134 252 53 53 47 88 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 150 0 0 0 53 8 285 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 2400 0 10 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 15 Subtotal Duct loads 24% 29% 319 76 2702 785 24% 34% 816 195 431 146 Total room load 395 3487 1011 577 Air required (cfm) 19 160 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +� t wr:gr.tsogt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .CCk E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 -�+ wrightsoft Right-J® Works heet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 18.0 ft 5 Room area 70.0 ft2 252.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/f? °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 1A-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11.10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 153 153 390 334 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.65 2.18 0 0 0 0 119 89 227 194 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 IjI- 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 70 70 63 118 252 252 226 423 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A4ph 1.358 - 38.02 0.00 70 0 0 0 252 40 1502 0 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 157 4186 5360 Air required (cfm) 4 7 205 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +}�- wrGgr.tsort Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCP, E:\Wrightsoft HVAC\Wynne Carp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 f�+ wrightsoft° Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE. FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ftz 45.0 W Ty Construction U-value Or HTM Area (ftq Load Area (ftq 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 IQ/ 12C-Osw 0.091 n 2.65 2.18 0 0 0 0 40 40 102 87 I-G IA-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 LZIA-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 >--G0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 16.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 101 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 29 421 187 15 Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 39 521 250 Air required (cfm) 11 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -F{j- wr:gr,esoft Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC; E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 - 1- wrightsoft, Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 32.5 ft 8.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 12.5 x 15.5 ft 7.0 x 8.0 ft 5 Room area 193.8 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (13tuh/ft2-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �-G 12C-Osw 0.091 n 2.55 2.18 124 124 316 271 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 100 80 204 175 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 D 11 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 V,V T-G 12C-Osw 0.091 s 2.65 2.18 36 36 92 79 0 0 0 0 IA-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 64 64 224 142 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 128-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 0.90 1.68 194 194 174 326 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 56 56 77 117 F 22A-tph 1.358 - 38.02 0.00 194 33 1236 0 56 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration 577 158 142 39 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 Appliances @ 1200 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load ]12%/. 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 1578 747 297 15 Duct loads 14% 391 221 24% 34% 178 101 Total room load 3594 1799 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +y- wr:yr.ts®ft Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC;C . E:\Wrightsoft HVAC\Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party hfib,'H Ta k lumber design values. (� POWER To PERFORM.- RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc. Site Information' 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria $ Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name Date I No. Seal# ITruss Name Date 15/11/011 1 IT4075043 JA5 5/11/011 118 IT4075060 1KJ8 12 I T4075044 J A6 1 5/11 /011 1 1 1 1 1 J J J 1 1 1 1 1 13 IT4075045 JA7 1 5/11/011 14 IT4075046 JAB 15/11/011 15 IT4075047 IA9 1 5/11/011 16 IT4075048 JA 1 5/11/011 17 IT4075049 IGRA 15/11/011 18 IT4075050 IGRB 15/11/011 19 IT4075051 01 15/11/011 110 I T4075052 I J2 15/11 /011 11 I T4075053 J J3 15/11/011 112 I T4075054 I J4 15/11/011 113 I T4075055 I J5 15/11/011 114 I T4075056 1 J6 15/11/011 115 IT4075057 IJ7 15/11/011 116 I T4075058 1 J8 15/11 /011 117 I T4075059 J KJ7 15/11/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. '�k 3 0t1011111111111�,I J 0, P No 58�12 .. Q'. STATE OW F ••; <v . •;c( O R l'o P N�1ea FL Cert. 6634 ORegan, Philip Job ' Truss Truss Type City Ply Grand Carlton 9' Porch T4075043 M11311 AS SPECIAL 9 1 Job Reference (optional) Cha. bers Truss Inc., Fort Pierce FI. 34982 7-8-5 10.6-4 17-0-0 20.4-8 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:02 2011 Page 1 26-4-0 34-0-0 35-0-0 1-0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8.0 1-0.0 Scale = 1:61.3 5x8 M1120= 4.00 12 6 2x3 M1120 I I 2x3 MII20 II 3x6 M1120 % 7 3x6 MII20 11 24 M1120:::: 4 5 8 3x4 M1120 3 9 N1 2 14 7x10 M1120 = to 11 a 15 d 16 d 3x10 M1120 % 13 12 3x6 M1120 5x10 M1120 = 2x3 M1120 11 2.00 12 i 10-6-4 20-4-8 i 26-4-0 i 34-0-0 , 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purtins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/395, 5-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 9-12=0/252 TES have been for this design. I lO 1) Unbalanced roof live loads considered ``,��>1► J 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber 1Q �L: ter DOL=1.33 plate grip DOL=1.33 `'s V as\.•�G N •. �9 d,* •• •'•• 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�" Q F 2, .- 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 between the bottom BCDL = 10.Opsf. e Y chord and any other members, with 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 plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint :: ,O. j� f .• : 10 �,/ $41"ArF aF : wZ LOAD CASE(S) Standard �i(�' A`� O P ,� \.�4/0 •0Rti• �. C? •. % FL Cert. 6634 May 11,2011 L WARWNG - Verify design par.meters and MD NOTES ON IWISAND WCLUDRID DaT&KRBFBRBNCE PAGE 161.7473 rev, 10-'08 BEFORE USE, Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters 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 responsibility of the !VI)T eW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rawer— - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CrBerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Job - Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075044 M11311 A6 SPECIAL 1 1 Job Reference (optional) ChaTbers Truss Inc., Fort Pierce Fl. 34982 11-0-0 8-11-11 15-0-0 i 19-0-0 20.4-8 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:03 2011 Page 1 2 :181 34-0-0 35-0-0 �1-0.0 8-11-11 6-0-6 4-0.0 1-4-8 5-11-6 Scale = 1:62.6 4.00 12 5x10 M1120 % Sx6 MI120 5 6 2x3 M1120 3x6 M1120 % 3x4 MI120 3x6 MI120 4 n 3 7 e r>, 2 14 1 6x8 M1120= 13 9 10 d 3x4 M1120= 12 WO MII20 = d 11 3x6 MII20 5x6 M1120 = 2.00 12 2x3 M1120 I I 10.6-0 15-0- 20-0-8 26-4-0 34-0-0 10-6-4 4-112 5-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=130510-8-0 Max Horz 2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-4121277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this t l! �'rlt��l1.4 2) Wind: ASCE 7-05; 140 pe h (3-second gust); TCDL=4 2psY BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber t�`�`6t aJr7"z DOL=1.33 plate grip DOL=1.33 e��Q `�" •E 3) Provide adequate drainage to prevent water ponding. v� . ij�7' G N •'. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. y''~Q •• \,� F 74, 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 '� •• "off between the bottom chord and any other members. 6 %: • o` 6 Bearingat'oint s 2 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify capacity of: sr ; %i 1 O P 9 9 9 9 9 9 fY P Y 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® s. ; �} •. S,, AT E OF 441 LOAD CASE(S) Standard ��S•it`� ,,d�sPoniatifit FL Cert. 6634 May 11,2011 WARNING - Ver(f1j design parameters and READ N07ES ON 7711SAND INCLUDED A17TEKREFERENCE PAGE MIF7473 rev, 10-'08 EEFORE USE, Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design 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 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 = ra 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 372, Alexandria, VA 22314. Tampa, FL 33610-4115 Job - Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075045 M11311 A7 SPECIAL 1 1 Job Reference o tional Chao bers Truss Inc., Fort Pierce FI. 34982 -0.Oi 8-11-9 13-0-0 21-0-0 1, 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:05 2011 Page 1 26-0-0 34-0-0 35-0-D 1-0.0 11 4-0.7 8-0-0 5-4-0 7-8-0 1-0-0 Scale = 1:62.6 4x8 MI120 4x8 M1120 4.00 12 4 5 2x3 M1120 3 3x4 MI I20 6 n 4 2 11 1 7x8 M1120 = 7 N I 6 I�, d d 3x10 M1120 = 10 9 3x6 M1120 2.00 12 5x12 M1120 = 2x3 M1120 I I i 10-5-4 13-0-0 204-8 26-0-0 34-0-0 10-6-4 2-5-12 7-4-8 5-11.8 7-8-0 Plate Offsets X Y: 2:0-4 4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 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/TPI2002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz 2=-123(LC B) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-1 0=-1 601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11 =-1 309/2342, 4-10=-10321675, 5-1 0=-1 16/454, 6-10=617/510, 6-9=0/255 NOTES anced roof live loads have been considered for this design. Y i 01 AI l�dtd® 2) Windt ASCE 7-05; 140mph (3-second gust); TCDL=4 2psf BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS ��gS (low-rise); Lumber o -q� d,� DOL=1.33 plate grip DOL=1.33 �� `Q .� • 3) Provide adequate drainage to prevent water ponding.•E IVds S� •'•�.� �i 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. ��e ` .•• \,� 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 ."` '� •, o 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 ofX ,i' 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 at joint „ 1;/ `. 7. •% •;� SATE OF .'�4U LOAD CASE(S) Standard i, (\'•�,<`< Q Q •: \� 1� •.•0R1• . e 191111100% FL Cert6634� ^May 11,2011 WARN/NG.Verffydesignpammetsrs and READ NOTES ON THIS AND rNCLUDEDBIITEKRBPSRENCEPdGENID•7473rev, 20•'O8BEFORE EFSE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. ■• 4YC Applicability of design porameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ow --.-- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4116 Job " Truss Truss Type city Ply Grand Carlton 9' Porch T4075046 M11311 A8 SPECIAL 1 1 Job Reference (optional) Chqmbers Truss Inc., Fort Pierce FI. 34982 i1-0-0 B-11-9 i 11-0-0 15-8-4 20-4-B 23-0-0 7.140 s Oct 1 2009 MTek Industries, Inc. Wed May 11 12:03:06 2011 Page 1 26-1-3 34-0-0 35-0-Q 8-11-9 2-0.7 4-8-4 4-B-4 2-7-8 3-1-3 7-10-13 Scale = 1:62.6 5x6 M1120 = 2x3 M1120 11 ' 5x10 MI120 3x4 M1120 _ 4.00 12 2x3 M1120 �' 4 5 6 7 2x3 M1120 3 8 cS 2 1 13 9 I� 10 'o r I6 d7x8 M1120 = 3x10 M1120 = 12 11 3x6 M1120 SxU M1120 = 3x4 MI120 = 2.00 12 1 D-6-4 20-4-8 23-0.0 34-0-0 10-6-0 9-10-4 2-7-8 11-0-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (Ib) - 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 =-1 648/2750 WEBS 3-13=-357/484, 4-13=-933/1546,5-13=426/922, 5-12=-1031/734, 7-12=-346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live have been considered for this f i is 2) Windt ASCE 7-05; 1410mph (3-second gust); TCDL=4.2psoads BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ��®�� J j! 1.4-1 j DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding._EN' T ffr rr 4) This truss has been designed for 10.0 bottom live load live loads. sF °•. �.y �i a psf chord nonconcurrent with any other ve°•�.•°'I, 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 ; j' ��%.- 6 between the bottom chord and any other members. o 7 *• 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of: sr%, ��'1r r bearing surface. i� r 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 g • .`, ✓ 81'ATE OF' r LOAD CASE(S) Standard P''dlS t� tV Ail - FL Cert. 6634 May 11,2011 L WARMNG • V.,40 design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MH.7473 rev, 10-'08 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an Individual building component. C■� 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 MiTeic erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F--- o-- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality CrBeda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamoa. FL 33610-4115 Job ' Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075047 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 •1-0-Oi 9-0.0 14-8-14 20-4-0 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:08 2011 Page 1 25-0.0 34-0-0 35-11 1-0.0 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 1-0.0 Scale = 1:60.3 This truss Is NOT symmetric. Proper orientation is essential. 7x10 MII18H % 4.00 12 3x4 M1120= 2x3 M1120 II 7x10 M1118H 3 4 5 6 CA b c5 N 2 1 7 8 Icy d d 34M1120 % 14 13 12 11 10 9 3x5 M1120 3x6 M1120 — 3x4 MII20 = 5x8 M1120 = 2x3 MI120 11 2x3 M1120 11 3x6 M1120 = 9-0.0 14-8-14 20-4-0 i 250-0 34-0-0 i 9-0-0 5-114 5-7-2 4-8-0 9-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=69210-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz 2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=365(1_C 6) Max Grav 2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1159/711, 3-4=491/387, 4-5=-382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12=-149/416, 4-11=-1362/875, 5-11=-293/254, 6-11=-1054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. > �%1 t t 11t 1 /1�1�, 1[hj� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber J O DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding.•E �C `SF••.9/�,'�i 4) All plates are MT20 plates unless otherwise indicated. �"',Q� .••� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for live load 20.Opsf the bottom in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit a of on chord between the bottom chord and any other members. Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2, 948 lb uplift at joint 11 ® j f i�� and 365 lb uplift at joint 7. � -O • C.� % :•�► � •' FAT E 0 F LOAD CASE(S) Standard 4 11111 lilt FL Cert. 6634 May 11,2011 � WARMNO - Verlfrj design pannmeters cmd READ NOTITS ON nUS AND WCUMED Alf=REFERENCE PAW 10-7473 rev. 10-'08 BEFORE USE, �/�� • Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. ■�,Y"-" Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibilQty of the Mire tp erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding •o P a fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSb-8y 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 - as Truss Type Oty Ply Grand Carlton 9' Porch T4075048 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 y1-0-0 6-7-13 12-4-13 17-0-0 21-7-3 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:02:59 2011 Page 1 27-4-3 34-0-0 asao 1-0.0 6-7-13 5-9-0 41-3 5-9-0 6-7-13 1-0.0 Scale = 1:59.4 4x5 M1120 = 4.00 12 6 19 24 M1120 I I 19 2x3 M1120 I I US M1120 % 5 7 US M1120 3x4 M1120 % 4 8 3x4 MII20 3 9 n1 2 10 11 N d 17 16 20 21 d 13 72 38 M11202x3 MII20 4x6 M1120 3x8 M1I20 38 MII20=4x6 M11202x3 M1120 3xB M1120 = 6-7-13 12-45-9-0 -13 21-7-3 27-4-3 34-0-0 , 6-7-13 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS (lb/size) 2=141010-8-0, 10=1410/0-8-0 Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9=2844/1509, 9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=584/951, 5-15=-298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. `t,®111 ! i 111111 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 O, !ft DOL=1.33 plate grip DOL=1.33 fI� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��a\\' •' G E• `s�'',�2 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �� Q` .•• \ between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide others) of truss to bearing capable of withstanding 880 lb uplift at joint i 2 and 880 lb uplift at joint..' � 6 "'� .• mechanical connection (by plate 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, ��/ �, 4 and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. v "0 • ~ 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,% SATE OF e LOADCASE(S) Standard Lumber Increase=1.25, Plate Increase=1.25 r am° 4 O p:••\` :�• sir Q 1 1) Regular: (C •,• R `� �j s........ Uniform Loads (plf) 11 -54, 2-20=-20, 20-21=-60, 10-21=-20 !• %� -'``SION Ail - Concentrated Loads (lb) Vert: 18=-50(F) 19=-50(F) FL Cert. 6634 May 11,2011 AWARWNG-Vertf}�design pammete cmdREADNOTES ONTMSAND TNCLEMEDMITSKRBFSRENCEPAGEtIII.7473mv,Z0-'O8JWORREW. R• Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding rcwcw,o rewvoaw.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Crtiedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job . Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075049 M11311 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 1 • 1-0- 8-0-0 11-1-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- 1-0-0 8-0-0 3-1-0 5-11-0 1-6-0 3-8-2 3-9-14 8-0-0 -0-0 = (+)Top chord must be braced by end Scale 1:51.2 jacks, roof diaphragm, or properly 4x5 M1120 = connected purlins as shown. 11 14 9 3x5 M 1120 = 10x10 M1120 = 6 17 6x12 M1120 19 4.00 12 7x12 M1120 % 4 3 7 8 12 13 15 16 18 21 � 5 10 + 3x6 M1120 = '1 2 22 23 , 3x5 M1120 = 29 28 27 26 ffd 25 24 3x5 M1120 = 3x6 M1120 = 7x8 M1120 = 5x6 M1120 — 3x5 M1120 11 6x8 M1120 = 3x6 MII20 = This truss Is NOT symmetric. Proper orientation Is essential. i 8-0-0 i 11-1-0 i 18-M 26-0-0 i 34-0-0 i 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-2-4 0-1-8 3:0-5-0 Ed a 18:0-0-0 0-0-0 21:0-5-0 Edge], 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pis 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (Ib) - Max Horz 2=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), 26=1697(LC 4), 22=-711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1),22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-10=-736/1100, 10-1 2=-736/11 00, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1 100, ,ti,St/tltAflj�dd 9--111 052/411/1 1514=0123/474314-17=-45/344, 17 19' 93/279 334, 140/290, 6 9=-99/356, ,``%%`e •J••....��nljf+� • BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, •..v' �i a\.• C E `s 24-25=-354/461, 22-24=-1144/1704 �� Q WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832/710, o 6 •• �- o 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 � %' / NOTES ` ✓, 1) Unbalanced roof live loads have been considered for this design. % d 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber i 13 : G� V 44/ `°' DOL=1.33 plate grip DOL=1.33 . ,7,,AT E OF �• 3) Provide adequate drainage to prevent water ponding. (j 40 1 4) All plates are 2x3 M1120 unless otherwise indicated. �: �c� • A, Q;•' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willbetween dddd ;� N Al E;% fit 7) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 393 Ib uplift at joint 2, 1384 Ib uplift at joint 27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at FL Cert. 6634 26-0-0, and 641 lb down and 518 lb up at B-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. May 11,2011 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WARHING - Verfflj design parameters and BRAD NOTES ON THIS AND INCLUDED AIITEKREPERENCE PAGE MII-7473 ren. 10-'08 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure during Is the of the �g Mi elt• support of web members only. stability construction respomibillity erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding Iry —r ar fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DS6.89 and ACSI Boning 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 1311 I GRA Type jQty IPly I Grand Carlton 9' Porch T4075049 Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:50:21 2011 Page 2 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) ,�11jtf161+1+++�` N Si O MATE OF iF•�ORt•�P•'��`. FL Cert. 6634 May 11,2011 LWARNING -Verftdeslgnpa�netersandREADNOTESONTHISANDINCLEMEDBT11'SICRSPBRENCBPAGEAH-7473mu. 10'08B&FORSUS& Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the M(Tek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding „. ,o P fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quaitiy Cdterle, 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 - as Truss Type Qty Ply Grand Carlton 9' Porch T4075050 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1 0 13-8-14 20-4-0 27-0-0 34-0-0 35-0-0 01 y1-0-0 71 1-0.0 7-0-0 6-6-14 6-7-2 6-6-o 7-0-0 Scale = 1:60.5 7x10 M1118H % 3x8 M1120 = 4.00 12 3x6 M1120 = 2x3 M1120 I I 6x10 MII20 ZZ 3 16 17 18 4 5 19 20 6 21 22 23 7 N rZ. N 2 6 9161 N N d1 d US M1120 % 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 101120 = 2x3 M1120 I I 4x6 M1120 = 3x4 M1120 = 7x8 M1120 = 3x6 M1120 = 2x3 M1120 I I This truss is NOT symmetric. Proper orientation is essential. i 7-0.0 13-8-14 20.4-0 27-0-0 340-0 , r 7-0-0 6-8-14 6-7-2 6-8-0 7-0.0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc puriins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-1 5=-1 491784, 3-13=-862/552,4-13=-82/779,4-12=-3806/2345,6-12=-809/766, 7-12=-2675/1602, 7-10=-138/762 NOTES to l ll�e� have been for this design. Unbalanced roof live loads considered `%%Ot3. O jt 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 e�� p •E DOL=1.33 plate grip DOL=1.33 v~ ��••� N ; •• 'e •••, 3) Provide adequate drainage to prevent water ponding. �~ Q ; ' \ rr� 2 4) All plates are MT20 plates unless otherwise indicated. +"` n' o• 1, 6 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o yA" .' f 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 fit47 �' .• between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 855 Ito uplift at joint 2, 2012 lb uplift at joint 1 • / Y r' o and 459 lb uplift at joint 8. i - EPI[� w 8 Hanger(s)or other connection devices shall be provided sufficient to support concentrated loads 106 Ito down and 147 lb u at 7-0-0, 115 lb down and 128 lb up at 9-0-12, 115 Ib down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 Q •• �` ems~~ lb 18-11-4, 115 lb down 128 lb 20-11-4, 115 Ito up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 Ito down and 128 up at and up at r e \ O R lb down and 128 lb up at 22-114, and 115 Ito down and 128 Ito up at 24-114, and 146 lb down and 147 lb up at 27-0-0 on top chord, and djs l�S `' • • • • • •'`��`®O 437 Ib down and 196 Ib u at 7-0-0, 90 Ib down at 9-0-12, 90 Ib down at 11-0-12, 90 Ito down at 13 -0-12, 90 lb down at 15-0-12, 90 Ito '`P�r� N A;Q96,1�i down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 Ito down and 196 lb,up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOADCASE(S) Standard May 11,2011 Continued on page 2 L WARNING- Verify design parameters and READ NOTES ON THIS AND TNCLTB)ED MITEKREFERENCE PAGE MI.7473 reu, 10'08 BEFORE USE. ��e 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 p� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the TYI)TeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F.-- o rearoara- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. Fl- 33610-4115 Type IQty IPly I Grand Carlton 9' Porch T4075050 Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MTek Industries, Inc. Wed May 11 12:03:12 2011 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5=-115(B) 7=1106(13i) 15=437(B) 10=-437(B) 16=115(B) 17=115(B) 18=115(B) 19=-115(B) 20=115(B) 21=-115(B) 22=115(B) 23=-115(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31 =-45(B) 32=-45(B) FL Cert. 6634 May 11,2011 ® WARNING • Vero design parameters andREAD NOTES ONTfIISAND WCLUDED AffMKR6PSRENCE PAGE1411-7473 rep. 10-'OS BUORE US& *Ne 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 py Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the iVIiT®k" 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/TP11 Quality CrBerla, DSB-89 and BCSI Building Component B. 'Parke East Blvd. Safely Informallon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Temp., FL 3M.41115 1311 Type )TRUSS Ply I Grand Carlton 9' Porch T40750511 Chambers Truss Inc., Fart Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1-0-0 - 1-0-0 3x4 M1120 = Scale = 1:6.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007lrP12002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft Ud 0.00 2 >999 360 -0.00 2 >999 240 0.00 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS (lb/size) 2=125/0-8-0, 2=12510-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting Max Uplift2=-190(LC 3) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (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. Refer to truss to truss 5) Provide mlechanicalrconnection b others) connections. of truss to bearinglate capable of withstanding190 lb uplift at joint 2. �,ti�\ t t t t t !) l��I, LOAD CASE(S) Standard %� \� •' ENS' lyla-;a�1,26 y ATE OF i ORk s 1O N A11 E FL Cert. 6634 May 11,2011 AWARNING -VMhdesign parnmete dREAD NOTES ONTAISAND INCLGmEDburEKRBPSRENCBPAGSIrIII-7473mv,10-'OaBEFORE USE. �*Rd Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. ice. 7Y�L■3 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 responsibilrity of the Mi ry� el• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,o,, --.— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-69 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 t Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075052 1311 �J2 MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI. 34982 1-0-0 2-0-0 3x4 MI120 = 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page Scale = 1:7.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (loc) I/deft L/d 2 >999 360 24 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz 2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) +This truss has been designed for a live load of 20.0psf 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. Refer to truss to truss i as al el 5) Provide mtechanicalrconnection b others) truss to bearing late capable of withstanding 165 lb uplift at hint (Y ) 9P P 9 P 1 2 and 34 lb uplift at 3. /0��ti{ J P 1 di LOAD CASE(S) Standard WARNING • Verify design pammetats and READ NOTES ON THIS AND TNCLTA)ED ATITEKREFERENCE PAGE I -7473 rev, 10 'O8 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Crtlerfo, DSB-87 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. FL Cert. 6634 May 11,2011 Mi IeW rowca w eearoax- 6904 Parke East Blvd. Tampa, FL 33610-411 Job - Truss Truss Type Qly Ply Grand Carlton 9' Porch T4075053 V111311 J3 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page 1 -1-0-0 3-o-0 1-a. 3-o-0 3x4 M1120 = 3-0-0 Scale = 1:9.6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rrP12002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) I/deft Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. 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) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=204(1_C 3) Max Grav3=49(LC 1). 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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. truss to tss ons. tlof rconnection ob ��, others) truss to bearinglate capable of withstanding48 lb uplift at joint 5) Provide mechanical 3 and 204 lb uplift at joint 2. %°1,' i111111111111 LOAD CASE(S) Standard Vol �6 ��•;� MATE OF •� . tare» FL Cert. 6634 May 11,2011 WARNING- Verlfb design parameters and READ NOTES ON TWS AND INCLUDED AUTEKREFERENC8 PAGE Iffi-7473 mv, 10-'03 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 g{'�/pg• Is for lateral support of individual web members only. Additional temporary bracing to insure stablGty during construction is the responsibillity of the IYii W erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vew£n,u ---- fabrication, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPl1 Quality Crf lo, DS6.89 and 6CS1 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 t ' Truss Truss Type City Ply Grand Carlton 9' Porch T4075054 1311 �Jil MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce Ft. 34982 116 1-0-0 4-0-0 3x4 M1120 = 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page Scale = 1:11.2 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint LOAD CASE(S) Standard z. ��`P e e eO �4 ty'�3 i 6 ' A E OF : w 10 N A0-_ %%0N• FL Cert. 6634 May 11,2011 WARNING-VeHhdesegnparametersandREAD NOTESONTHIS AND TNCLLmED6TITEKREPERENCEPAGEIM-7473r ,10-'08BEFORE[ME, -•Va Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding V.--P£RrOgn.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, 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 > ' Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075055 1311 IJ5 MONO TRUSS 4 1 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 5-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 1 2009 Mi fek Industries, Inc. Wed May 11 12:03:14 2011 Page Scale = 1:12.9 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(TL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc 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 REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift 3=-1 23(LC 3). 2=-231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 May 11,20111 ® wARwNG • Veri,%ij design parameters and READ NO98S ON THIS AND INCLUDED bff BKRBFBRENCB PAGE Iffl-7473 rep, ZO '08 EEFOR& US& ��a Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is foron 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 stabilityduring construction is the responsibillity of the MiTakT erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regardingfabrication, quality 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 Truss Type 1311 ITruss MONO TRUSS Qty Ply 1 Grand Carton 9' Porch T4075056 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 6-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP N0.3 BOT CHORD 2 X 4 SYP N0.3 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Scale = 1:14.5 CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 BC 0.51 Vert(TL) -0.14 2-4 >476 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 20 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1). 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fil between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at join 2. LOAD CASE(S) Standard f _= s ••� $71ATE OF 1JJ Z OR f0N A L'(-_ % tt�eno FL Cert. 6634 May 11,2011 A WARNING -Vero design parameters and READ NOTES ON 77US AND rNCLLmED BIITEKREPERENCE PAGE LID-7473 rev, ZO '08 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. 3 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown �g is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the IV f(Tek7 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/iPI1 Qua61y Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314, Tampa, FL 33610-4115 Truss Type 311 ITruss MONO TRUSS City Ply 1 Grand Carlton 9' Porch T4075057 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7-0-0 3x4 M1120 = 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 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Scale: 3/4'=1' CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.37 Vert(LL) -0.11 24 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 2-4 >289 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 u' e REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift3=-191(LC 3), 2=-267(LC 3) Max Grav 3=169(LC 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at join 2. LOAD CASE(S) Standard ,��►111111jjj Y126 ' "v :1(3•� MATE OF 141 Er1ON�e FL Cert. 6634 May 11,2011 A WARNING - Vert, fb design parameters and READ NOTES ON THIS AND INCLUDED A TEKREFERENCE PAGE 149-7473 reo, 10-'08 BEFORE USR Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. MULE Applicability of design parameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTak' erector. Additlonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding—vertronra- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crtieda, DS9.89 and SCSI 6unding 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 OtyPly Grand Carlton 9' Porch T4075058 M11311 J8 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:16 2011 Page 1 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 8-0-0 3x4 M1120= SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rrP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 Scale = 1:17.7 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u'de REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz 2=197(LC 3) Max Uplift3=-223(LC 3), 2=-286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard A WARWNG - Verf, f y design parameters and READ NOTBS ON73DS AND TNCr UDED b1TTEKRSPSRENCE PAGE IdTI-7473 rev, 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. 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. 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, DS6.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. FL Ced. 6634 May 11,2011' 6904 Parke East Blvd. Tampa, FL 33610.411 Job • Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075059 M11311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 -1-5-0 6-8-12 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 i 9-10-1 6-8-12 3-1-5 Scale = 1:20.8 4 2.83 12 3x4 M1120 3 8 7 2 1 9 10 6 11 5 2x3 M1120 I I 3x4 M1120 = 3x4 M1120 = i 6.8-12 i 9-10-1_ 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(rQ -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Uplift4=-50(LC 3), 2=405(1_C 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/695, 5-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 Thisss has been for a 10.0 psf bottom chord ve load ent with any er ve loads. 1his ttruss chord n tLJ�JJI/d has been designed for a live load of 20. psf ongned the bottom all areas wherte all rectangle 3-6-0 3) tall by 2-0-0 wide will fit `�� "'O between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. '.•; E N •. �9�f�, ••\ •'.• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and Q F 2 249 lb uplift at joint 5.-- 1r • 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 lb o ;' down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on lop chord, and 24 lb up aim 1tl ! ,f t 1-6-1, 24 lb up at 1-6-1, 10 Ib down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chores ! /,/� sy�r� o is ��/�/• The design/selection of such connection device(s) the responsibility of others. A. + 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). :'P STATE OF �.. • LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1 o ,� • A, O �• `��y i • ft O .25 Uniform Loads (plf) R • •'' • • • •' �� s 5 20 J 1J'9/0 Ai Concentrated Loads (lb) 11111's Vert: 7=1 O(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-1 O(F=-5, B=-5) 11=-50(F=-25, B=-25) FL Cert. 6634 May 11,2011 �WARNIIli-VMJ%l,designpa mete andRSADNOTBSONTHIS 6NDINCLTJDED81178KREPSRENCEPAGE ]dH-7473ra 10'08BEFORE USE. R• Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. ■1 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown my A 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 row —rca fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality CrBerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty Ply Grand Carlton 9 Porch T4075060 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Ch*mbers Truss Inc., Fort Pierce FI. 34982 i 1-5_0 7-24 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 11-3-0 i 1-5-0 7-3-4 3-11-12 Scale = 1:20.6 4 2,63 12 3x4 M1120 3 8 2 6 7 3x4 MII20 = 2x3 M1120 l I 3x4 MII20 = 5 7-3-4 i _ _ 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 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 44lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS (lb/size) 4=202/Mechanical, 2=4BO/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3). 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/560 BOT CHORD 2-7=746/1060, 6-7=746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) , This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit oo A t I t f )ll,I between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. "% J O '% )v 5) Provide truss to bearing capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 C E N �9 ��r� mechanical connection (by others) of plate and 318 lb uplift at joint 6. �,��\� .•� ••\ �•••, 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).,S-j e Q ; 2 r6 •,- I,I g-1 LOAD CASE(S) Standard 1 o // , i , 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-8=54 ��.• $rI'ATE OF Trapezoidal Loads (plf) Vert:8=0(F=27, B=27)-to-4=-152(F=49, 6=49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B=-18) %gfi,A`� O s••••......• `� N A` 10 FL Cert. 6634 May 11,2011 L WARNING • Ver 1 f� design parameters and. READ N0TES ON THIS AND INCLUDED P972KREPERENCE PAGE 110-7473 reu, 10-'OS BEFORE USE. Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and is for an individual building component. ■■i Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown MiTek" Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Pa —- to brication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quallty CrBeda, 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 336104115 PLATE LOCATION AND ORIENTATION 14_3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -�16 For 4 x 2 orientation, locate plates 0-'na' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/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, s Installing & Bracing of Metal Plate Connected Wood Trusses. r) W O U a- O Na } h' _ ` Ida ems:,. r" s a k System General ;e'' I a Safetyt • a 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A n 04 O x U a- O R © 2006 MiTek@ All Rights Reserved POWER TG PERFORM." MiTek Engineering Reference Sheet: MII-7473 rev. 10-'08 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.