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Home My WebLink AboutSUBMITTED PAPPERSOFFICE USE ONLY BP #: SECTION ® TOWNSHIP RANGE Z cJ MAP NO. 1 1� i PADZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE X FIRM MAP # IST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF RFC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After I/1990 REQUIRED APPROVED REPORT HABITABLE _ RADON PERMIT CODE `O 1 AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBICBLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT :ROAD IMPACT FEE E FEE FIRMEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF V NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC L GAS LOT OF RECORD FEES REQUIRED PLUMBING ./ FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE - - COUNTER- .-PREVIEW,--, REVIEW REVIEW RE - - --_REVIEW_ -:_ • REVIEW DATE t i1 Tjd" i /2( : RECEIVED ' z- ,.jq%, :�.,.I�1\ -' / [( DATE - -_ r a'COMPLETED,, INITIALS ..• '=•s - - '-•��:.. '- oDATE FILED: �ie�,usE'o'�r__L`T. PLAN REV EW FEE: RECEIPT NO.: U PERMIT NUMBER: CONCURRENCY FEE RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED \E CO St. Lucie County Building and Zoning O �� 2300 Virginia Avenue •Ff0R10p' FL Pierce, FL 34992-5652 �(� ��!y 772-462-1553 � SCABNYNED APPLICATION for BUILDING PERMIT St. Lucie County CERTIFICATE of CAPACITY/ZONING COMPLIANCE INFORMATION 1. LOCATION/SITE ADDRESS: 0'--V -l+L.\ Vk S.,\ 2. PROJECTNAME: Spanish Lakes a. l SIgTe PLANNVE' 3. PROPERTYTAXID#: 1 301-11 t-0001-00O/— `� 4. LEGAL DESCRIPTION (attach extra sheets if necessary): East % of section 1 township 34s Range 39E1 lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. S. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.):�-f -%5 LOT DIMENSIONS: 10 COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK SETBACKS (ACTUAL) FRONT: 301� BACK: ��V RIGHT SIDE: C_ LEFT SIDE: S` _ TYPE OF CONSTRUCTION (Check all appropriate boxes) @;] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Same SQ. FT OF CONSTRUCTION: L�LD� L/ 15. SF. FT Ist FLOOR: 2_�l� VALUE OF CONSTRUCTION: $ 51 , 000 . 00 The value of construction is used to determine the amount of permit fees to be assessed. SL Lucie County reserves the right to question and/or modify the indicated value of consuucdon if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or mom. a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 pppr,/ II' W 1 OWNER INFORMATION , / NAME: Wynne bull-aing uarpora ADDRESS: 8000 Se US i to 402 35 CITY: Port St m Lucie iO'�s STATE: FL ZIP: 34952 PHONE (DAYTIME): Q22) 87A-5513 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: CITY: PHONE (DAYTIME): () CONTRACTOR INFORMATION STATE: ZIP: ST.ofFLREG.CERT#: CGC63599 ST. LUCIE COUNTY CERT #: 08898 BUSINESS NAME: Wynne Development Cor oration QUALIFIERSNAME: Matthew Lyle Wynn ADDRESS: 8000 S. USlr Suite 402 CITY: Port St. Lucie STATE: F1, PHONE (DAYTIME); (772) 878-5513 FAXNO.772-878-7656 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: CITY: Stuart PHONE (DAYTIME): (2-73 287-8258 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: r �• ZIP: 34996 ZIP: M 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 Homeowners 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 CONDITIO4 OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ikTTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPS TY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work' l.be done in compliance 111) ' all applicable laws regulating construction and zoning STATE OF FLORIDA COUNTY OF St Lucie The foregoing instrument was acknowledged before me this 160 day of—A��-20_IL� by Matthew Lyla�Wrrn who is personally known � Or has produced identification. STATE OF FLORIDA COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this day of m , 20_�L, by Matthew Lyle Wynne who is personally known �or has produced as identification. Signature of Not Signature of No r r. DOROTHY ANN HAFNER DDROTFIY ANN HAFNER 1'jPv op` yry � to y,04 Commission No. ' NotarySoellE-Slate of Florida Commission No +�.,..Notaryc - State of Florida . • My Co m. pires Oct 2, 2012 ,• , , • My Comm. Expires Oct 2, 2012 commission # DD 627096 =; e`.' Commission # DD 827096 ".4;;t •• Bonded Through National Nnurvassr '''•FOF n;R•� "• r„• - Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. PrOfessiOnal Insulators of South Florida FTC Insulat➢on Installation Certificate To: St. Lucie Count Date: November 21 2011 Re: - LotMock: Address: 20 Vera Cruz Project. 112 11-SRN-2012 03:06 FROM:SOUTH MAST 7723446042 T".'4626443 w41wWzvX4 LG:40 IfGwOf;� �:,� Di-U 11 MU, IIUM P.1/1 rapt thin COUNTY 23 rgtn Ave Fort pierch FL 34982 162-2172 Fax 772.462-A"3 ;;;t rE OF TERMITE TREATMENT kiCTION SOIL TREATMENT PERMIT #: ir�� ~� ,, 21! JOB ADDRESS: r1� C (t& & I/ W— BUILDEWCONTRACTOR: — Gl.� ,lJyt PEST CONTROL CONTRACMI')R: o eJ PEST CONTROL LICENSE #k We, the undersigned, hereby oerf, that vm have pretreated the abaft described construction for subterranean termites in a®rdarrta with the standards of the Nattonpl pest Control Association - Square feet If area treated: Chemicals used: 10R G71f1 /S G parrentaoe of solution: r Total gallons used: _ �Q t�oy/�$ G Date of Tneabrienl iime of Treatment Footingtce Treabtient ____Sob 1°�'rti[aCrierlt _ _ _Jte Trent j __Re-Thmt Driveway _--POOL; 1'r Treatment �,�nlV oatmvrrt ___Re -Treat / Re'7rr at• -other V Perimets; fbr Final frlspecdon Treatment Re -Tract , Signature of Exterminator nvote: 7fum muxr de s rxvnpk foot far anch mgmind trerbneat acre-OwI rent and dW farm MW40 an ftJvb vftmbupk*adLpbybig hXvrdww1wwcgBathki cdfvn 0rftsdwUkd ftvadft7w7fRzr1daAP*4www fee derye f n:r/ f �• - _ _ 111 I I � 8t Lucia Lour" �I `I• I'�� JI' - 1 flnel Inspection fbr CQ, a Permunmt Sttdw in he pbeed an �V JAN 11 2012 Public St. Lucie C;OL, y FL 09/7/2011 06:39 p I T0:+1 (7721 3446042 FR017722523322 Page: 4 iI IIMUItii N 14M45/4A1 '7/ iYIWIMIL41+rx{l n 5 I FT,�7MTJ vmuomvi W-#JIKM :) 7S '1iT'd £bb9296 'ate 2bO967£2LL 15___°Hinos:WO21d 22:50 TT02-OON-L conTlnenTr'_ HEIMEf " e IT0118roup ae Continental Florida Materials Inc. 1722182 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 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 _ FORT PIERCE(D) CONCRETE PLANT cement mixtures get into eyes, rinse immediately equipment. Drivers. are not permitted to 3776 SELV I T Z ROAD and repeatedly with water and gel 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 tE 1—464--724.4 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 1 have received and irritation. The Material Safely Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understandand 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 thefront. and back of this. Bcket Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Pumhaseripumhaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. - 10 9 a 7 6 5 4 3 3 1 ALTIME STARTPOURTIME FINISH POUR TIME PURCH(y4 FffUI3CH 11 1`1 SAGENT P.O. NUMBER/ORDERED BY t 80 \IEY HALLS C014CRETE -L , QUANTITY THIS LOAD 1�L. 00 i- Truck # LEAVE JOB TIME PURCHASER/ PURCHASER'S AGENT % l JOB NUMBER 77777 DATE DELIVER TO 20 VERA CRLIZ — FT FIERCE OUAMIIY 'QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT ORDERED DEWERED CODE _ MEASURE .PRICE 11. 01. - t 1. Q0 _ 255M____ - _250CA PSI 0 28_ DAYS- WI- H _SL _ 11.Of - 11.. Q0 _ ` O 5 FIBER FXI3RILLATE .73_'1L8IN TICKET yds E)nNDED PRICE Cy FUEL �d 6 _ ItOid t1 5099 ENV ---FEE Plant# Slump DueatJob - UseofConcrete co i SUBTOTAL "r Air Entrain `r Super Plus. Drivers Name llEta L-1RRd :. TAR ❑ CONCRETE TESTED TOTAL Snorial InefrunNnne 1. WARRANTY: The materials sold by Continental I Materials Inc. (herelnafter "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 finer warranties (whether written. oral or implied), includii 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 detects; 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 lull. 2. EXCLUSIVE REMED-Y: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or Services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal Injury, loss of life, property, damage or economic tosses as a 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 topurchaser 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 fortious conduct committed by Continental In connection with its. sale to the purchasers use of goods, materials or services sold by Continental. 3..DUE_-ATE: Payment for all credit sales is due by the 101h of the month following the purchase date, The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTIQN DQ$-LS: Purchaser agrees to pay allomeys' fees and costs of collection Incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODEILOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY IiTEE CQ DI_LNS. Continental reserves the right to determine whether the sae; 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. PEL-A S: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns,industrial stoppages or shortages of raw materials. if Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part,of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates asthe whole of the order agreed to be sold and the same terms of payment, 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchasers order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the 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. I1.WAITING TIME: A maximum of sixty minutes per 10 yard load wo be allowed at no charge. After sixty minutes there will be a charge of $1,50 per min. .. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION:Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block Is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the appmvai.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.TECHNICALg$$ISTANCE6Continental 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. 15.2AFE=Y DATA: The Material Safely Data Sheets for the products sold lay Continental are available upon request. 16.MQDIFICATL0U—QFIQRMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make. any statement, including restricting or modifying er otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee. or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation. agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or unfit the term of this quotation, agrees to abide by these terms, regardless of airy 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 terns 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. CO nTI rfem Continental Florida Materials Inc. 1701899 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 658-07R0 CAUTION!! Freshly mixed cement, mortar, UNLOADING Dm�ers ars prohlbited HOD1 Et{LBERGCEMI ENTGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the II�®�Yl lll, �I,��III (��I IIII��fl�l�ll contact with eyes where possible and wash news own power, and where site conditions 4 exposed skin areas promptly with water. If any permit the safe and proper operation of his iF v. J - 5- # - cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to 1 ,.y 1166 -01 S _ 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 'r� r>J , ' masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 'panicles which, without the use of proper eye or acceptance of risk for any loss or damage. I I KWID respiratory protection, could cause eye or nose I acknowledge that 1 have received and R'rc� 1'L�'� �� tit — �� 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 fiont and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchasers Agent'ecknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED nnnm Agent request. _ VALTIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME SOLD T01 fd)DI,U-y EI01-1_S (-01.4:164 Tl'--- OUPOTV - _ - ..... r QUANTITY QUANTITY THISLOAD ORDERED DELIVERED Truck If Plant k Slump CaIson � Air Elotrain Super'Plas. I I Delivery Instructions 4nminl Inetr„ntinne 10 9 S 1 7 6/ a PURCHASER/ PURCHASER'S AGENT ZONE I JOB NUMBER DATE T1M C10/07/ 1:1. 12`'i:34 W DELIVER TO i'.'I] Via.'Il (.:IJJL — E-'I- rr:Cle`adll] Concrete Disposal; yds PRODUCT PRODUCT DESCRIPTION UNITOF UNITEXTENDED CODE MFlSURE PRICE .PRICE ?u;EX4-rE;x -0 28 DENS- rIT11 - - cY - — -- - -- -- - -- — 5cym F*L .I_ -717) - Flqv--FEE-- L - d3S TT Due at Job- Use of Concrete _ SUBTOTAL Drivers Name 'TAX Wingfield, Cc:x1f'rcy ❑ CONCRETE TESTED TOTAL " 1. WARR BJY: The materialssold by Continental i Materials Inc. (hereinafter "Continental) are warranted for r 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 anywarranty or morchanti of fitness lot any particular purpose. Continental's liability under any circumstances will notbe greaterthan the purchase price of the materials supplied, the purchaser must exariiine the material upondelivery 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. Pu haser funhe{.agrees that no claims may be fled 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:areallegedlo-be defective andtorare-al!eced-to_have—ausedpurchaserto.suffer ersonal Ili floss of_life,.property. tlArnag or aeon mic.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 t dlous so Del or'staiu[ory-- violation by Continental,. shall be limited to, and shall not exceed the purchase price of the goods, materials, or services. purchased from Continental b purch i r and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, test profits, lost wages, Indirect, incidental, cc equen al, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease. medical or funeral expenses, any other similarme as, or any attorney ach fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for or(of any obligatio sv1 der 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 ail 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. a. COLLECTION COTS: Purehaseragrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy add 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 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. 6. DELAY :Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond Its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same Terns of payment. r ` 9. QUAUJMF$: This type and quantity of products delivered and detailed on the delivery ticket mustbe 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 deliveryticket must be noted on all copies of the delivery tcket 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.MINflM_UM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge. will be assessed. 13.SPECIFICATION: Unless specially ordered Continental concrete is manufactured according to. the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14-TECHNICALASSISTANCE:.Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental Is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAF p4LTA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make my 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 actingon behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terns and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17:TEfMS: The Purchaser as indicated in this quotation, agrees to abide by these terns, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific projector job, all of the terns set forth herein shall bedeemed 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. eonTinenTr- Continental FloridaMaterials;Inc. 13450 VN! Sunrise Blvd., Suite 430 1�01899 Sunrises FL 33323 1�'--' HEIDELBERGCEMENTGroup Tel-(954)858-0780 CAUTION[I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid contact with eyes where possible and wash from delivering concrete except under the truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safeandproper operation of his S j 3 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to � S� 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. l 1-.1 1U respiratory protection, could cause eye or nose I acknowledge that I have receiveR;and !t -' l .!It irritation. The Material Safety Data Sheets for accepted the materials listed on this toet. the products sold by Continental Florida .t 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. Y both the front and back of this ticket Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED „ Agent request. ARRIVALTIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME IO 9 8 7 1 6 6 4.-3 1 2 1` PURCHASER/ PURCHASER'S AGENT PURCHASERIPURCHASERSAGENT SOLD TO, P.O. NUMBER/ORDEREDBY ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE TICKET I ;i >,i„"-Y I;rJ!.. ., L;_1i-91+1.1T ;:') Vi 'I ce'I ta•11f I -I Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT L EXTENDED THISLOAD ORDERED DEUVERED CODE - MEASURE PRICE PRICE i t, t.._'! _ if.f. T?4 :I,-I,�T :C'n'if �' .::'• F ., ("t ;/t i):'i�";. (-n 4t,i.l _ . �'' - 11 ;Slump Truck n Plant It , Due at Job Use of Concrete `- Super SUBTOTAL Calcium Air Entrein Plas. Drivers Name TAX ' Hiligi"io1fl, to of l„ti" . ❑ CONCRETE TESTED TOTAL ' Delivery Instructions 1. 1L/ABRs_,NTY: The materials sold by Continental a 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 m au other warranties (whether written, oral or implied), inching any warranty or merchantability or fitness for any particu$t[ - purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials guppiied; the Ourchaser.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, bat not limited to•incidental, indirect, consequential, special or delay damages.. loss of profits, or any other damages arising out of the breach of any ob`I'gatioJr s. 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 Coritmentai in the eventgoods, matedals or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchases tgsAyffer pefsonalmjury loss of lifeyiproperly, damage or economic lossess•'as a violation by Continental, shall be limited to, and shall not e)(ceed the purchase price of the goods, materials, or services purchased from Continental bypurchasar and purchaser I 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,' f special, delay, punitive or any other damages, Including damages for pain and suyedng, mental dise se. 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 lion against Continental for breach of any obligations under this agreemerjfi. breach of the express or implied warranties delineated above, negligence, amr% liability or otneffortious conduct committed by Continental in connection with its sale to tale Purchasers use of goods, materials or services sold by Continental. +p, 3. DUE DATE: Payment for all credit sales is due by the 10th of the month following thepurchase da9. The, Purchaser agrees that all past due accounts will accrue interest at 1.5% per month: 4. COLLECTION CONS: Purchaser agrees to pay attorneys' -fees and. costs of collection incurred by Continental priof to judgment, in obtaining judgment, or appeal, for bankruptcy _ and for post -judgment collection procedures. Venue of. any action betweep the Purchaser and Continenr4I shall be'Broward County, Florida. s: M!X CODE/LOCAT M: The purchaser: agrees to order ttin, mix needed by product code and accepis full respOnsibllity to determine the location for the readymix concrete., - 6. 9ELIVE=BV;iTE CONDITIONS: Continental reserves the right to determine whether the site, for delivery-requesled by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is Of the opinion that defivary would be unsuitable of oosafe. )` a Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. N - � jr - 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site;GdntfnentaLvJ1I not be liable for any Joss or damage to products, property or for unsigned. delivery tickets. - 1 - / . 11 1` ` 8. DELAYS: Continental shall not be liable for any delay in delivery or non-delvery resutti/pg frmp any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw matedals If Coniinentel (s. unable tp'complett'deliv_ery, 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 fortfid;part-de ivered pro rate al tha.ssme.rates as the whole of the order agreed to be sold and the same terms of payment. -' a'` 9.,4ifAL1TL_LES: 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 ohlhe 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 pmclucfs 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.aocepted 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 Uckee '` —to ads of not less than five yards. There will be a short lead charge an each delivery, less than five yards. One call back without charge will be allowed on pours N8eeding ten yards: % 11.WAITING TIME: A maximum of sixty minutes per 10 a- y will be-g flowed at no charge. After sixty minutes there will. be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5 00 per Ioac jk,4 4 ahmental charge*ill be assessed. 13.SPECIFICATION: Unless speciaQYordered, Continental concrete Is manufactured according to the provisions of ASTM. C-94. Specifications for Ready Mixed Concrete, and block is manufactured accor:1rZ 115, e provisions of ASTM C-90, Specifications foa Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of anauthorized agn nSof Continental) has added or requested Cominenil to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery:- 14.TECHNICALASSISTANCE: Continental accepts rib responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continentalis for Purchasers guidance only and Purchaser rees to rely- olely on its own architects, engineers or other technical experts. -_ 15.SAFETY DATA: The Material Safety Data Sheets for the progir sold lay Cc finental are available upon request. , 46.MODIFICATION OF TERMS: No iMployee or agent of ContfnrPW has the authority, in the absence of an express writing, to make any statement, including restricting or modifying r or otherwise goncerning the existSge or effect of any of ifiese towns and conditions or of any warrantVor guarantee and no such employee or agent. making any such statements '7 shall be acting on,beliatf of or with C' 'consent or agreement of Continental. These conditions may only be altered orvaned to writing signed by an Officer of the Company and no other employee not any other per :has authority to alter-bf vary any or all of these terms and conditions. Some of Continental Divisions' terms rilay vary due to industry standards but all changes must be a raved by an Officer of the Company.' , 17.TERMS. The Purchaser as Indicate n this quotation. agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the tdnn of this quotation, agrees to abide by these terns, jag riles of any change in the legal status of Purchaser, or unfit the term of this quotation expires. These terms contained herein supersede any and all terms previously given=to Purchaser thatconflict with the terms herein. ' If, at the request of the Purchaser, Continental Florida Materi&s 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 jSb, all of a terms set forth herein shall be deemed to be a pan of and incorporated by reference Into such written agreement or purchase order notwithstanding any form or provision fm„1'ile written contract or purchaseorder to the contrary and, if thereis a conflict with terms and/or provisions of the written contract or purchase order, the'tenns Herein shallprev%4 and be determinative. v 1 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772462-2165 Fax 772-462-6443 C' Request for 30-Day Temporary Power Release �r Date: 0 �s permit Number: ~ av s Property Address: "A.0 � THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPAR 4,TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUES r WE HE4 REBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated bmin by reference. 3. till conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing' . have been falfilled and the premi..qe is ready for compliance inspection. 4. All requests for an extension beyond 30 days most be mode in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Ordec issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift 4he Stop work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS,.ST. LUCI9 COUNTY, AND THEIR EMPLOYEES FROM ALL LIA#1LITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NWE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICHIN URRED DUE TO THE ALSCONNE4 TION OF ELECTRICAL POWER NT OF VIOLATION OF THIS AGRI,,EMENT. SIGNATURE / r� ►� ;� .I. p{- ,. r�t_.'LL ., �. t-r a' uy .. nl. V I= /1 �U! � V �✓� e i:n �'v'ld�� fJ. i C# +Is'Y;4V rc .a ,� :C•9 I actin . - 7 r I. -i IN ,• i. r. t hr nrl^ rd r •.qr "mar .; �,. .q ;,r a'= r t, ,... r ., r '. rv. it' c .'.d n r.�:r t I .-rat rr �t Tiudn,r -T Rk I ri r I I Canti rental Flcnrada Materlals,ln ' _ k 17 L 1.l O.V �. T L-0: 13450 W. Sunrlso Blvd;. Suite 4310 mom Sunn a; FL 3332ci ((''� Tel (954)85M780 .CAUTIONII Freshly. mixed cement, mortar, UNLOADING Drivers are prohibited • Ej�T�,JI�QUp IMF -t concrete or grout may cause possible injury. Avoid. from delivering concrete except undertheI contact with eyes where possible 'and wash tmdc's win Power, and where erd0oconditionsh 11 I I 11 dI Ilil f( exposed sW areas pfemptly with water. It any Pemut the safe and prcgter oPerabon W his '; cement mixtures get Into eyes, rinse Immediately equipment. Drivers we act permitted to . and repeatedly with water and get prompt medicel' add water to the nix nor to go txyord Una Ij treatment. Sawing,. or grinding of. concrete curb ins, except upon the author'vadom or J masonry units may result In the release a( dust the Purchaser/punchasels Agent and He %FORT PIERCE(S). CONCRETE. PLANT' "' -' ' "T"i" ' ' without the use or proper er'eye or eccep and of risk far any lcss;o 'damage. _,r Particles which, P P 377$'SE1 �IITtZ "ROADI ''r'."' respiratory protection, could cause eye of nose I adewwlodgeve that i hareceived and S I Irritation. The Material Safety Data Sheets for so epted the mlaterials fisted on this hckef. 'G 1 561. = 464- 7244 the products sold by Continental Florida i understand and agree to the forms on 'uIb Ilrie crossed`at PurchasedPurchaser's Agent request Initials of Purchase'/Purcheser'a' Materials Inc. -We available upon request. Wdr the hem and bark o1 this t Wit• AL 4 i c 1 WATER ..,,.. __ __ _ _ _ nnnen error • ar/Purchaser's Agerd acknowledging additiI on of water at Purdla er/Purchaser's i I I 1-0 9'. 1 S 1 7 6'i 8 4 i 1 7, AtVALTIME,_ STARTPOURAtTIME' FINISH POUR TIME LEEJCB TIME PURCHASER/ PURCHASER'S AGI ICJiASFif(PNRB lS`�FISAGENf • P.O NDMBFR/OR031RIBY ZONE ""'": ""J09 M1MBH1 -, - TIMET r ,yr835699 . radney_ r DEUVERTO RODNEY HAMS•CONCRETE 20.VERA CRUZ - FT 'p . Plant ti �-liitlper. a mp Due at Job l se of Concrete§16 Airt aln Plas. Irivers Name; lafnee .Fsen ❑ CONCRETE TEST ED DATE Ticlo 0$/36/11 1353242 rite ORDER:. 22 Tate Disposal: : ozg taa 91 end r. I>;" ra' ♦-"}.�s�nl .,.tOr 5�'U rf f.�,ert>.� 1. ;,f,"„ - t, �L CJ �± r Lj ikkl'=ri W.i♦'III tAtfTJ �irx-1 �`a{rk.., , C�I'I1 `ILr♦ � dP:r r r r : .r :s _ `e'NI r .. r.11�r'I\ ♦ I" t..�r� ,♦i �, r r .. r I f 1 r r ♦ , • it �; : 11. , r n' x r t:.ZI --Ili. :pry _ I r i ,f I mkt Jy If of I,.. t.' a' PSwurn N Tn UC/GALS 01 YARDS U.. PULC1t1J ' j (. 1 el rrl fI "P[ f I AYr J(hSlu..nr'- I ClnentalFlorida Materials SO 913! ,f TOj 11Q7 Wur rse, L3332 - ' FORT 3778 561- request. i,.. Tel {9§( r1I1LClNI-1MIN 1"VtULA1 { ),-I lifpg conceteorgoutma f confect wrtMe s,xNh jj 1' 1 cememre gad sk.uf ''� rt 3 � / nt aNs,peiF (dt aM repeatedly` r weu treatrrtent..saw, ��`ii 8} CONCRETE PLANT pnouw t 'I' I;f "�0s �parecles�, ,, ROAD respirwory r cn�j iRIO . I �,. the pra�pG,tS`' 'k odPurghaser' Agent request. Initials of Puryhl a r(Pumhasea s " Mats"als=-Wq:`-are i I 's Agerd admkrrdadging addition of water at PdP4R:he.rersr� � I I e. amend, mortar,. UNLOADING DOvets are prohliitec ,-urjury. Avoid from delivering, concrete except under the its and wash hudesovmpovar,andwte heresoond2onsl water. If any .part the:safe:and.pmper:operation of his' ♦e immediately . equipment. Drivers are not permitted to. xomptinedfeal add water to dre mix nor to go beyond tha: of concrete cud, the, except upon the sudicAnihon of: kease' pf'. duet the Pumhaser/Purcfaser's Agent and his' props{ eye or- acceptance of risk forany;s or dames. a eye or nose" I acknovefedge that I nave received and uaySheets for 'accepted the materials Lsled on Mrs ticrot xr tat,. Florida 1 understand and agree to the terms on request. both Me frond hard back of this dekat 1 TOTAL, t WATER nen IP CI¢ASEFU Pr RCHA8ERSAl3ENT---- ,y�p.,SA(�dT �. P.D. HIlMB9il.OflAf3iE0 By ZOJE"'a• III JpgyD�ggf TIMt7 'Ili) ' 5835699, rodney DEL TO ROf)NEY RAL45 CONL RE'fE ?0 VF:RA CRUZ FT Truck#. I plant CW&G21 Air twin Slump Due atJob Up of Concrule duper Plas. ibriver s Namu a CONCREfETE;TED SMITH, IAHES D ®sf16/i1''11353293, ORDER: 22 M9 WIT ffly I, Incrnrnflnne ,^ ire. Ii -., L .' - ,„ t � , • u .'!r?1,, 1 II111 .alt.l,l I',IL' i;.kl"UP , i, I, . ♦ , ,. r. i INIEHPr`IIH'ifd6 r /E J011 IIYAE - �_. Can, Inenttaal Figt I 13451 W�•Sunrlste 1.1 l tg i. r• r ,r Is, i.r4L ..3;,:Ir..., f\1 f 'I'1 it (- II 1.� � h J. , • ,. I I'll 1 I I:re: ' l li 11•' S I I. r �) '• i I , I I.�!„I „i Gi• Mater7als Inc_. /Suite' * I ' I 1701709 Sunri se, FL 33323 Tel: ()54y e5s-07eo CAUTIONH Freshly mixed.oulment. madar ` UNLOADING Ddvam ale Palliated, 1JELNPI Iconaete or grout may cause,skin 1piury.-Avold with and from delivering concrete except under the' contact with eyes where' possible. and wash trucks am power. and where situ emditim exposed'skin areas promptly with .water. It any petnlathe safe and proper operation of W cement mixtures get into eyes, rinse immediately d ted water at rornpt medical equipment. Drivers are not permitted 10 add water to the mix for to go beyond Ihel ) an repeat N 9 p f / treatment. Sewing, or grinding of concrete curb line. except upon the authorization I ` FORT PLERCE.6H) CORCRETE; PiART " .1'+:r nEeC "?rr•, masonry units may rerun In the release of dust to Furchaser/Purchasars Agent a N h s particles which, without me use of proper eye or a ceptance of risk for arty loss or damage. 3778 SELV ITZ ROAD respiratory proteeton, could cause eye or nose' ! acknowledge met I have received • F' Inflation. The Material Safety Data Sheets for accepted the materials lsfed on this CCceti 5ti1-464-7244 me products sold. by Continental Florida I understand and agree to the terms on b line 6-rossed at PumHeser/Pasers urch'Agent request. Initials of Parchas,r1Purohaser'& Materials Inc. -am available upon request. bath the front and beck of tlds L4Jrel 6. TOTAL 'n Agepl .. WATSF1 �nlNgl'sof Purdtase"rlPurchasers agem admmvledging adeitbn of water at Puttrtrr ser/Purchaser's YARDS ONTRUCK/.GALS OF WATER ADDED ADDED •I J I .10 D. e y 61 15 I4 3 '. 2 rsgehtequesf. }aRRIVALTIME START POUR TIME FINISH POUR TIME LEA/BJOBTIME+ �: i I: � ( ,..I Ark': � ,��,11•.ntICI( W , rx...... RODREY HALL, CONCRETE < 5098 TmckH I. Plant if � � I Slump PURCHASER[. PURCHASER'S AGENT ZONE' .i„"`JOB NUMBER - TIMETICM DELIVER TO 20 VERA C:RUZ FT PIERC L Te of Concrete DIME l, TIC*7 08/16/il 1353245 dRDER: 22 Concrete Disposal: - "91M RB 9T Air "a 6uper Plas. I river s Name _ - O CONCRETE TEST:D Adrian,: Adams 0 `� Cr 4Yi ;`.� �! � I� Lr1'f r�(..� 1 I.! r'1 rl,•-. f f ''Jl n ^'•II ••. ' • -. rr:fl r rr I:. r .. r i � r r. . , I I � •1: .:. ar ainrla=t.Ii9ifl'; cl f`vlr.r; ,y;,IPun'Imsrr•„ ,-r.,.q- c, elr -., I`b',.q . I _ vq, :n+l n, el rode mI'J L: saJPwrfios„Ir Y.lNPf) ON FV 1701 ! t "R.<G ' FORT.PIERGE68). CONCRETE.PLANT 3778"SELVIT2'ROAD.; 561-464-7244 Con:inenta4F10ridaMeterialstnc_W,_.. _ C if 1701711 { f345)N7�3uitd519�BIyd:�Suite 430 •�„r';, ,rr. ' ' r - Sunr se, FL 3335�3 h { Tel; ( a54), ss o�;30 OAUTION!! Freshly mlxed;cemant, Mader, UNLOADING Drivers am pmfihiled - (IFi I'd{:it 1 ionoreteon,gmut may cause skin Injury. Avoid from delivering concrete except under then contact witti.eyes where.possible and wash i truck`s own pwrer, and where site J It of - - - exposed skim areas promptly with water. If any al pere the saleand proper op of nls, :cememrebmires get into eyes. dnse'Immediately comm equipment. Drivers ere not permitted to; and repeatedly.with water and get prompt medic W add water to the mbc nor to go beyond the treatment. Sawing.. or grinding of concrete curb rare, except upon the authorvaton of 'masonry. units may resell Wthe release -of dust the Purchaser/Purchateer's Agent and his! JS 91 ' particles which; wlthoutme use of proper eye or acooptams of -risk for any loss or damage. respiratory protection; could cause eye or nose 1 acknowledge that t have received and, mhalion: The Materf l-Safety. Data Sheets for accepted the materials fisted on III tklmL. t I Florida 1 understand and agree to the terms on ',1, .the products sold by, on nano Curb line crossed at'Purchaser/PirchaseYe Agent request. inigals of PurGlas n/Purchsse{n Materials Inc :are -available upon request. bog) the front and beck of tins ticket -Agent. .. � I WATER't sndials of Pumhaser/PurchasePs Agerd admowledgkr8 add'Non of water at PurbN seiftrchasen's I. ' ,YAR0.S ON TRUCK/GALS OF WATER ADDED ADDED } Agent YequesL la - - '. I• ARRIVALTIME �" .START POUR TIME - FINISH POUR' -TIME LEA /E JOB TIMEIF 7_7 : I � "PURCHASERI PURCHASER'S AGENT NM TINIETIO(El - rSfl35659,.. rodney . „ROME HAI LS CONOR�TN... 20 VERA CRU2.,- FT' PIl t tJO LV Jv�.,YV Truck..@, ,:. .,--,,PlantN•. -. S1111110, Cal",21, AiAnWn ; _ : ,jkper,Pla Oellvery-Inslrnidtlons _Dullat Job- Lseof-Concr%e ,,,. ' , Criv4r.sName_ o CONCRETETE$T(?O SN=ITH, JANES D 08/16/11 11353247'- ORDER: 22 91 OW 14-RUG-2011 00:42 FROM:SOUTH MaQT 7723446042 7"'4626443 P.1/1 CMMFiCATE Of TEIMM TRUTMlNT COwsmucnom son TREAT14ENT PERMIT # OUILDWOON MACTOR: ---� PEST COMML CONTRACMI PE,TCOMMOL LICENSE #` R Wa. the unduggnea. hOmb�r CVW VW we Pwm LPwP mW tho OMO de MIN d ONE&U ron fbr n EePadOAa In aaour�rrtad wlltt tba �+d�ttb d� Ndos.l Net Il�odrdtmt stlurPe neee r aPw fltil®d: �o a d Chm*Mm umd• kays ,5- PowndPpe of whdlan• TO CI S Tabl Calam L o�(� aftelTry ld ?lmadTietbneeo q- �u 4-M Foaft -itaT m t]Neym ismestmMmt row — to lilMtrn A --.__R&Trett ✓Sbb �,�P TrrCP{EA! 1brTrert O TYap wt r%rRnal lrmpwftn A _ c- . . swndws of ORamonswr ift raid afacdiaeaneer,�ra+rr�er w�eerrdi. �Art�d a �mVrmamtt�r A ��e••r�••••wv�+r�a'o�1��lf,�p�tA4 7A►1lf�plarY 1alld.iMrewfs�gt+wh► IIwa�ANlraMabal�al� Iip►bca�L �111r 0sb¢r•>oe O�balpMl�lo�nb�►� �4a�1�Mr�►MM#I�IRarra/ ��r. �..r..�. _.�_. Qlrl/��aggi 1111iPdlanlrsl6r/r Umft K1udlly mwm fw wm *01 gn4MptiNt flw CDr ■ 1t+FRItt1 t 11 1, tlb om /IItO m m LlF�iol veN br,..... n m... �.... _ - _ DUNKE6BERGER` engineering & testing, inc. Soil Density Test Report Project Name: Spanish Lakes Country Club Village Address: 20 Vera Cruz Project Number: PSL-09-3011 (BG 10.2) Date Tested: 8/10/2011 Technician Initials: CW Client Name: Wynne Building Corporation Permit No: --- 8000 South US 1 ##402 Port St. Lucie FL 34953 Report Date: 8/10/2011 Project Manager: Dave Youngstrom Attention: Matthew Wynne Contact Number: 772) 343-9787 Test No. Probe Depth (in) i 'Laborator"roctor"' Maximum Dry Density (pcf) Optimum Moisture (%) Dry Density (pcf) Cone Resistance' Moisture (tsf) M - Minimum Percent Required Maximum Compaction Density M M - Test Results 1 12 113 12 113.9 --- 10.2 95 101 Pass 2 12 113 12 114.8 --- 8.6 95 102 Pass 3 12 113 12 112.5 --- 10.1 95 1 99.6 Pass ■ype ur riefa uensity lest: I— ASFM D 1556 ry ASTM D 6938 j- ASTM D 2937 Minimum Required Compaction Based on: ry AASHTO T-180 (ASTM D 1557) F AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2544 Moisture: 635 4w a eOJLM ' 1 1Sm1+Type; 1 ' Elevation. _ 00-12 - Test&Loestton 20 Vera Cr ^ Structural,Fillr -r Front of house pad (footing subgrade) 2 I 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) E 6 -n .Sl e.revatfon/meptn tceterencea to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course [� {� Other: Inches below top of final fill AUG 1.0,. 2011- - . cc. Client ... (1) Pubu{t+y IIMIding Corp., B. Bailey (field) ... (1) St- Lead'§h?uclZthunty Building Department ... (1) David Manager- AUG 10 2011 r - r Xiaoyan Zheng, P.E., PhD 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 Us firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 aorr(ras)Pr wreportPa20 FILE # 3593030 OR BOOK 3294 PAGE 1438, Recorded 05/17/2011 -t 01:48 PM A niot RECORDING,R�UJN td PP RMITNUMBER' NOTICE The undersigned hereby, given notice that improvement Florida sn itmes the following information is provided in DESCR PTION OF PROPERTY ( bbgal descriptio Cl u M1, Country SUBDMSION Vi 11.a—oeLOCK Tn ^ ENERACD1 2. GENERAL DESCRIPTION OF QriPROVEMEN'. GENERA OWNER INFORMATION: a. Names /3. /\ b.Adaress 8000 S. US" Suite Jd. Name vtd address o(fec simple lilleholdcr (if tithe 4., CONTRACTOR'S NAME, ADDRESS AND PHO I 8000 S U51 Suite 402, 5. SURETY'S NAME, ADDRESS AND PHONE NO 1 n 6. LENDER'S NAME, ADDRESS AND PHONE NU 7. Persons within the State of Florida designated by Ow Section 713.13(00) 7.. Florida Surniou: jol NAME. ADDRESS AND PHONE NUMBER: 1 8. In addition to himself or herself. Owner designates th L / 713.13 (1)(b). Ronda Smtules: / NAMIE. ADDRESS AND PHONE NUMBER: of commencement (the expi 9. Expuahon data of notice speciSW) ':20_ WARMNC TO OINNEP' ANY PM-. M1 ByT CQNSID R D4R AY E JT9 DER /ARE IN YOUR PAYMGYIC1'" FOR IM1 OVEM NT TO Y '?KC TN T WSP O TEO ON TH6100 Pt2_CO ELINSL Signature of Owner or Owner's Authorized O Stmeafro,ida Counlyof Rt. r r'ie The foregoing msuumem was acknowledged before (Name e was I)0¢ T}fsf HNN HAFNEK (Printed Name of No lary Public) Under penalties of perjury. 1 decline that I have belief (section 92.525, Florida Statutes). Signaturc(s) of On fs) or�wnr By i 0.sr. OmNIDallknwOwel 'IL�h a'nvn' u nai', W tur..n'41N: J vill be made to Camara real property, and in accordance with Chapter 713. he NBDCC of Commencement. and street address) TAX POLIO NUMBER :1301-111 —0001-000-$ rRACT__LOT BLDG__UNIT ., 4 .,F I townshi❑ 34S _Ramie 39E interest in P-Pony— Wynne De l00 ent CO COOCat io❑ AND BOND AMOUNT'. whom notices or tithes documents may be served as provided by 66-1553 fallowing to receive a copy of the Lnenor's Notice as provided in Section date is I year from the date of record, ng unless a di ffercru done is Matthew Lyle Wv v' —P ci Rent Print Name and Provide Signatory's TRICIOMIC .day of 7r �Q�'` .20 I� Gar— s (TYPO of aurhomY_.e.g. Owner. officer, trustee, euorncy in f 0 ted) Personally Knownj!-'�'Or produced the following type of TO—_ '. ✓� n Notary Public —Stabs of Florlda a My COMM. Expires Oct 2. 2012 IPnnhe)G•.,Il ?'y` Commission f OD 627096 foregoing and that the facts in 11 are who signed above:. STATE OF FlORIDA ST, LIME COUNTY THIS I£ TO GF R71F'y THATTHIS IS A TRUE AND CnnkHT COPY OFTHE JOSEI`H V_SMITH, CL ay: Date: WY_-14E BUILDING CORPOR_-_.tJON 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie July 22, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 20 Vera Cruz Permit # 1106-0153 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 relocated to 1 La Mesa Lane in our Spanish Lakes Golf Village park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 ST No DESCRIPTION__ "Sn'tion 01107 No. DESCRIPTION Section -2- ,.gym. ,o •"•••_•_•• ,e,i=y�,�e=nna cnecx or inspection orlhe installalian must be r•• fi led wan me inspectmn prase rnm7l BUILDING PLANNING (Chaptc LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (f-able R301.5) �/ 5 psf Roof live load (I•able R301.6) 3 7 psf Ground snow load N /+% psf Basic wind speed mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable {R301.2.1.1) 14 S Seismic design category (SDC) (Figure R301.2(2)J l SDC C&D provisions (R301.2.2) onnu of Atom Imr, puznf IIRFMFNTR MIn9 thrnunh R305) Weathering area fV /rl 6 L r, r Q c✓ Frostlinedepth NIA —� Termite area 1/f ,R Y Decay area It, / 1O Winter design temperature 5 2 Ice harder underlaymentrequired y119' Flood hazards r✓ 1,4 EXTERIOR WALL LOCATION (R302) ^11A 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) /y Exterior wall openings/penetrations and pro- jectfans (R302.1, Table R302.1) - Area Usefie Width ceilingceilinglight — ------ - Natural ventilation` g 120 7'-0' 7 O'- 5'-0" 8%floor area 4%Boar area g 70 7'-0" 7'-0" 5'-0" 8% Poor area 4% floor area N.A. N.A. 7'-0" 5'-0"8%floor area 4°%floor area oom 70 T-0" p-0" 5'-0" 8°%floor area 4%800rarea room N.A. N.A T-0^ . 5,4,,t 3 square feet 1Yz square feet - ' See Secgons R303.1 & R303.3 for mechanical ventilation and adificfal light t 6'-9" min. over plumbing rixtures. V� Required heating (R303.8) SANIT9TION (R306 and R307) V Watercloset Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) 21//i`) Private disposal (Appendixl) GLAZING (R308) 1,-5? Identification (R308.1) A14-4 Louvered windows orjalousies (R306.2) I Or Human impact loads7haza� ouslbcationr / (R308.31R308.4) Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) i/ No opening between garage and sleeping room (R309.1) _ Opening protection (garage to residence); 13/a" solid_ wood doors, 20-minute fire -rated doors (R309.1) A/ M Penetrations (R309.1.1, R309.1.2) Y Garage -dwelling separation;'/,'gypsum board on garage side, except sls' Type X i quired below habitable rooms (R309.2) -3- - Y Floor surface noncombustible; sloped floor (R309.3) A/ /P111 Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310-R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20' net clear width; maximum sill height= 44" (R310.1- R310.1.4) iV 114 Window wells (R3f0.2) N/,1 Exit balconies (R311.2. 1) Exit access or hallway >_ 3' (R3f1.3) One exit from each dwelling unit (R311.4.1) V Landings for doors (R311.4.3) Stairways; minimum width = TO"; maximum stair rise = 7/4 ; minimum tread = 10" with 3l,"-11/4" nosing; minimum headroom = 6'8" (R311.5) IV IA Landings for stairways; minimum dimension 36" (R311.5.4) f�1l4 Special stairways (R3If.5.8) N/.4 Ramp slope (1:12 maximum) (R311.6) /iJ L4 Ramp landing, minimum Tx 3' (R311.6.2) %!I Ramp handrails; one required if slope > 1:12 (R311.6.3) EGRESS (contd.) DWELLING U +EPARATION (R317) Under stairprci��,ion (1730.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for pparches, balconies, ramps, open sides olstairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Two-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (13317.1.1) Townhouse: 2 hour exception (R317.2) b 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 (13316) Location and interconnection (R313.2) AlYl Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (13319 and R320) Proteclion required (Table R301.2(T), 173i9.1, t415 Labeling (R314.2) — Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WAL L AND CEILING FINISH (R315) lame spread (R315.1) index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) fidjl Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) /Pv).19 Premises identification (R321.1) ACCESS BILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) 01/ 1/1 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) NHazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) MATERIALS FOUNDATIONS (Chapter 4) /(R402] N! Wood foundations (R402.1) - fL" Sill plale bolting in concrete/masonry=V2' di- ameter bolts or as required for unbalanced fill 1/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters — FODTIhTGS R4�3 _ — from corner, 7" embedment (R403.1.6, Table Ll Soil bearing value (R401.4, R403.1) f oy Footings adjacent to slopes (R403.1.7) . ooting width (see page 5) /vim Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but 5 footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing Footings in SDC C or D (R403.1.2, R403.1.3 (Tables R404.1(1) and R404.1(2)] and R403.1.6.1) j Masonry and concrete foundation walls (%r` / IR404.1.1, R404.1.2) Depth below (outside) grade = 12"minimum; l but below frost line except for frost protected SDC D provisions (R404.1.4) footings.(R403.1.4, R403.1.4.1 and Max(m(um wall height Tables R404.1 1 ) R403.1.4.2J R404,1(3) and Tables R404.1.1(1) - R404.1.1(5)] 4- v v,r�M11VI10 tcom; a.) TABLE R403.1 1UM WIDTH OF CONCRETE OR MASONMO s - 1,500 LOAD -BEARING ) 2,000 > 4 OOD enlionalli ht—frameconstruclivn 12 1212 r 15 1212 r 23 1712 brick veneer everli hl frameor 9-inch hallow concrete masonr 14.1ch 12 1212 21 16 12 r 32 24 j 1812 solid or Lull routed M350HEY 12 j 12 12 29 21 14 12 y 42 32 21 16 Far SI: 1 inch = 25.4 mm, 1 pound per square fool = 0_0479 kPa FOUNDATION WALLS (cont'd.) is permitted Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1-f (1) - R40Z 2) R404.1.1(5)] Struclural requirements (R407.3) Minimum nominal .wall thickness [Tables �i Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1 1 " ' R404.1.1(5)] Wood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables Steel columns (minimum 3" diameter, standard R404.1.1(2)-R404.1.i(5)j weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (13406) Sill plate size (R404.3) _ Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R406.3) Drains required if habitable or usable spaces Access (R40B.4) are below grade' (R405) Soil class (Table R405.1) Removal of debris (R408.5) Dampproofing if basements are below grade" Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table' (R406.2) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) eanng :5 m m t 3"at masonry or concrete) and lapped joists (Y) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf (Table R502.3. i(1)) Lateral restraint and bridging (R502.7, R502.7.1) Joists—Nonsleeping areas, LL= 40 psf —7`— able R502.3, Drilling and notching (R502.8) C (Tables R502.3.3(i) and v JJ Ate_ Cantilevered joists Fastening (R502.9) / R502.3.3(2)] Framing of openings (R502.10) Girder spans and header sppans for exterior bearing walls (Table R502.5(1)] Wood trusses (R502.11) Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATH `;R503.1) STEEL FLOOR 'RING (R505) Allowable span (Table R503.1) Cold -formed steel; applicability limits; in -line % End joints (R503.1.1) framing (R505.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) Material(R5052.1) Thickness (R503.2.1) I ! Identification (R505.2.2) Gr � Allowable spans }Tables RSD3-Z.1.1(1) and Corrosion protection (R5052.3) R503.2.1.1(2)j Fastening (R505.2.4) Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Thickness (ss (R5 3. Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/," �j gravel or'/," crushed stone (R504.2.1) " Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R5053) CtN TE FLOORS (ON GROUND) (R506) Thickness: 39Z" minimum; Concrete strength /(R506.1) fill = a"; maximum sand or gravel fill = 24" V!�R506.2.1) y Base course: 4" graded with 2" maximum �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENECoComponent RALL (R601) 601 ign (R.2) and cladding wind loads (Table 01.2(2)] Windows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) fry Construction (Figures R602.3(1) and / R602.3(2)] fA 1�� -Stud-grade{R602:2)--------------- i�- Exterior walls (R602.3) / Stud spacing (R602.3.1) A I Interior load -bearing walls (R602.4) Interior nonbearing walls; 2" x 3" at24" c.c. or 2" x 4" flat at 16" o.c. (R602.5) / of Drilling and notching —studs (R602.6) `V f 1 Drilling and notching —top plate (R602.6.1) l ev Headers (Tables R502.5(i), R502.5(2), R602.7.2 and Figure R60Z 7.21 f y S / Fireblocking (R60Z.8) ]-1 (A Cripple walls (R602.9) J_�_ Wag bracing method (R602.10.1 and R602.10.3) / Wall bracing amount and location (Table //R602.10.1) / Wall bracing length (R602.10.4) k 0 SDC D (R602,10.9, R602.10.11 and R60Zif) STEEL WALL FRAMING (R603) ---General (R6031 Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) f/ /: Corrosion protection (R603.2.3) 151 Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) WALL CONSTRUCTION (cont'G' SHEATHING (R604 and RG INSULATING C'-_ , iETE FORM WALL Wood structural panels (R604) CONSTRUCTION (R611) Particleboard (R605) General design (R611.1 and R6i1.2) MASONRY CONSTRUCTION (R606 - R610) Type of ICF wall design (R611,3 - R611.5) L// General design Construction requirements (176M.7- Rliltg) (R606) �� CONVENTIONAL CONCRETE WALL CONSTRUCTION J" SOC C and D (R606.12) 612} (/ Unit masonry (R607) 1~ Design basis (R6f2.1) J✓ Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R6D9) /r/'' S/ General; window sills; performance; testing Glass unit masonry (R610) and labeling (R613. f - R613.4) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) /� (IL Wood shakes and shingles (R703.5) y (F Plaster material(R702.2) �4 faster support (R702.2.1) ypsum board material (R702.3.1) � Gypsum board support, application and fas- tening fR702.3.2 - R702.3.8) ff Ceramic file (R702.4) A:l� Other finishes (R70Z5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) / Attachment and minimum thickness (Table R703.4) {tif H Stone 8 masonry veneer (R703.7 & Figure —7— R7oa ir); Steel angle lintels-4" minimum bear- / . ing each end (R703.7.3) ' Veneer lies: #9 U.S. gage wire or #22 U.S. gage by71e' corrugated metal; 24" o.c. maxi - mom horizontal spacing; 2.67 square reef maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feel) (R703.7.4.1) Al (A Flashing (R703.7.5 andR703.8) Exterior insulation finish systems (R703.9) 4� Fiber cement siding (R703. 10) ROOF -CEILING CONSTRUCTION (Chapter 8) /n GENERAL(R801) /V(X Lateral support and bridging(R802.6) I 1 Design-(R801.2 and R801.3) _ __ _- f Framing of openings (R802.9) Component and cladding wind loads (Table Wood trusses (R602. 6..6. R301.2(2)) =,-_�R oof tie -dawn (R802. - 2.11 --__ ROOF FRAMING (R802) %y �l Fire -retardant -treated wood (R602.1.'L / Framing details (R802" 4' I N (/� Rafter tie (4' o.c.) (17802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) CEILING JOISTS [Tables R802.4(1), R802.4(2)] I ou a Ic Storage; tt =-19�� With altic storage LL = 20psf Spacing Species Grade /y(4� Purlins (2" x 4" at 4' o.c. minimum) Span (Figure Size /11'0-0 Bearing (R802. J..4 IA- Cutting and notching (R802: Z. 6 Engineered wood products (R602.1, b ,1 -7- 12 SOA.v-I - RVVr-I.CLL-INLjCONSTRUCTION(r^^'d.) RAFTERS [Fables R802.5,1(1) - R802.5.1(8)1 Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species `ram Grade Span Size He/HR; Adjustment factor L/ Thickness TW allowable stresses/grading Allowable spans [Table R503.2.1.1(f)] Installation (R803.2.3) STEEL ROOF FRAMING (R804) General (R804.1) Structural Framing (R804.2) Material (R804.2.1) dentificalion (R804.2.2) /�* orroslon protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof fie -down (R804.4) ROOF VENTILATION (R808) Ventilation requirements (R806.1, R806.2, Z IC AC S (R807) Access requirements (807.1) 803 Z INSULATION CLEARANCE (ROOS) %y'S1 Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) f� t2-Roof-drainage (R903;4) MATERIALS R904) Compatibility; specifications; physical ------.�haracterisiias _identifi_calion(R904.2 - R904, 4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tle (R905.3) Metal roof shingles (R905.4)—_ Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) iD A1/19 Wood shingles(R905.7) r�L_ 0 Wood shakes (R905.8) N(tt-up roofs (R905.9) y/Metal roof panels (R905. f 0) r f,¢ Modified bitumen roofing (R905.11) N /Z'l Thermoset single -ply roofing (R905.12) yL n Thermoplastic single -ply roofing (R905,13) IA Sprayed polyurethane foam rooting (R905.14) '1, r Liquid•applied coatings (R905.15) General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) y Recover vs replace(R907.3) CHIMNEYS AND FIREPLACES (Cha ``-10) MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9. i) Construction (Figure R1001.1 and Table R100i.1) SDC D reinforcing/anchorage (R1001.3 and Wall thickness; >_ 4" (R1003.10) Flue lining- materiallinstallalion (Ri003.11 and R 1003.12) R1001.4) Multiple flues (R1003.13) �/ Firebox walls and dimensions (R1001.5 and �Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (131003.19) Fireplace clearance (R1001.11) Chimnevcdckets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) V// Corbeling (R1003.5) ' ✓ Changes in dimension (131003.6) t Additional load (R1003.8) Termination (R1003.9) �FACTORY-BUILT FIREPLACES (R1004) / ! -Labeled and listed (R1004.1) 1 Installaficn (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (Ri005.1) G/ Installation (R1005.3 and R1005.4) I AIR SUPPLY (R1006) ti Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) / Building envelope(N1102) ClCompliance; material and equipment / (Nl i01.2, N1101.3) Mechanical systems (N1103) t/ Climate zone (Table N1101.2) .See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) J"'Sf Appliance access (M1305, M1401) ,/0" j % AA pliance installation (M1307) d Beating and coaling equipment; heating /and cooling load calculations (Chapter 14) �/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) /✓ It7 Combustion air (Chapter 17) ISE Chimney and vent location and terminations (Chapter 10 and Chapter 18) /�ffl3ollerslwater pecial fuel -burning equipment (Chapter f 9) heaters (Chapter20) A % Hydronicpiping (Chapter21) fY Special piping and storage systems (Chapter 22) /" Solar systems (Chapter23) i✓ Penetrations of fire -resistance rated assem- blies (R317.3) Application General regulations (G2404) Appliance location (G2406) A* Air mquirements (G2407) Installation (G2408) Clearances (G2409) Electrical and electrical banding (G2410, G2411) f'-Y� Water service location and depth f f Sanitary and storm sewer location and depth (P2603, P2604) / "rV /P Piping support (Table P26051) Listed plastic materials (P2606) Plumbing fixtures (Chapter27) C/ Water heater size and location (Chapter28) Pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter3l) ryl ' Sumps and ejectors (P3007) Backwater valves (P3008) (/h fi Fixture traps (P3201) N ii"j- Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) `v 1 Penetrations of fire -resistance rated assem- blies (E3302.2) n jl Listed and labeled materials (E3303) t/�Service equipment and location (E3501, /E3506) U/ Service size and load calculations (E3502) Available fault current (E3506) Z-Feeder requirements and load calculations (E3604) 10iring methods (Chapter37) r/ Required lighting and receptacle outlets (E3801, E3803) 1" 31-4 Devices and lighting fixtures (Chapter 39) �.n Appliance installation (Chapter40) System grounding (E3507), IV A Swimming pools (Chapter.41) RegwieTbranchcircults-(f3603)--------� ��tassarPmnrecontrelsignalingandnoweNim ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /v 4 Provisions adopted (Ri02.5) /" /4 Compliance with Appendix E verified (% RADON CONTROL MEASURES (Appendix F) /V Provisions adopted (R102.5)� Compliance with Appendix F verified -10- Provisions adsµ, c (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) (R102.5) Compliance with PRIVATE SEWAGE DISPOSAL (Z;ri ndi� adopted ( 5) C rr EX TI G BUILDINGS AND STRI TURES SOUND TRANSMISSION (Appendix K) J) verified Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -11- NV 1 tS (cont'd.) E St. Lucie County Building'& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Buildina Corporation will be using the following sub -contractors for the (Company/Individual Name) _ project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor _T St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing ind uist Plumbinq R Supply Co. 19159 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 26607 Wateroroofincr, LLC Gas PNUMBER: G6��J3 ISSUE DATE: o ` ST. LUCIE COUNTY PUBLIC WORKS `•' 1L� , ya ro BUILDING & ZONING DEPARTMENT o ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie CountyContractoiCertificadonNumber: _CQOZ-�ri State of Florida Certification Number (If applicable): ER (non 94 167 have agreed to be the (Company Name/Individual Name) r e lecf ri c.a l sub -contractor for w"l V DionrieV7 ' Coip, (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) ORIGIIIAL SIGNATURES ATARE REQUIRED SIGNATURE PRINTNAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: o ` ST. LUCIE COUNTY PUBLIC WORKS is BUILDING & ZONING DEPARTMENT . F�ORI�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): CEC057672 have agreed to be the (Company Name/Individual Plumbing sub-contractorfor Wynne Development Coro (Type of Trade) (Primary Contractor) for the project located at 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 'CAmAkl 4IGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 772-461-1969 email: OFFICE USE ONLY: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT •FOR10p'• BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Nurpber: R 2 8 g r State ofFlorida•Certifrcation Number (if applicable): CACn24379 Comfn'rt Control of St- Lucie Co rn v Tn 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 hl (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 �hange 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 RINT NAME DATE BusinessComfort Control of St. Lucie_ County, incc. Address: 1 rni Ri 1 tmnre Street City/State/Zip: Port Rt_ T.ucip. FT._ 34983 Phone: (772,) 7RS-9010 email: OFFICE USE ONLY: ` ST. LUCIE COUNTY PUBLIC WORKS i BUILDING & ZONING DEPARTMENT . F�ORIOP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if appiieabte): CCC1329592 Treasure- Coast 'Roofing_;&' Waterproofiiig;.LLChave agreed to be the (Company Name/Individual Name) Roofing sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at 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 L. Andrew Kriska IGNATURE PRINT NAME DAT Business Name: Treasure Coast Roofing & Waterproofinq. LLC Address: 1814 SW Ri l tmo St- City/State/Zip: wort gt Lucie Fr '44984 Phone: (772) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST�ll COUNTY � 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: Z V 2CO3 e,1CVZ #1301-111-nnnl-non-5- Fast s of section 1 tnwnahip '24G Range 39E, (Tax ID/Legal description/Address)lying N&W of Turnpike Feeder Rd 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 drain 'ge so that the immediate community WILL NOT be adversely affected. I further ackn ledge that in granting this permit for the development of this property, St. Lucie County i neither obliged - nor liable to provide for, or maintain in any form, adequate drainage off y property which will not adversely affect the immediate community. 1 Property Owner Name $roperty Owner Signature Date STATE OF FLORIDA, COUNTY OF s - Ll i c i e ACKNOWLEDGED BEFORE ME THIS _( `A DAY OF AM " 20-U BY M,4'TTKE[✓ LYC-C WYNNe WHO IS PERSONALI Y KNOWN TOME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TLFLE i1�31.IlYl7LY:yYLilel. Jlc>"'Twy A"fy �A�n1�72 TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER DOROTHY ANN HAFNER ' P4a i +°. `h Notary Public -State of Florida ' E My Comm. Expires Oct 2, 2012 Commission # DD 827096 Bonded Through National Notary Assn. (SEAL) i Property Appraiser - St.Lucie Cc"-- /, FL Wynne Building Corp Record: 1 of 5 Property Identification Site Address: 14 LA VILLA WAY B Sec/Town/Range: 01 :34S :39E Map ID: 13101N Zoning: PUD Ownership and Mailing Owner: Wynne Building Corp Address: 12804 SW 122nd Ave Miami FL 33186-6203 Page 1 of 1 PROPERTY RECORD CARD c<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print CO Parcel)D: 1301-111-0001-000-5 1kyCIE �4 Account#: 317 yP Land Use: PRKG/MOBILE , City/Cnty: St Lucie County i �! Legal Description 1 34 39 E 112-LESS AS IN ORS 2639-2,263: 2652-2429: 2664-2695: 2678-378, 381: 2688-516: 2701-276: 302 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 28724700 Land Value: 9577500 Acres: 318.48 1/1/1980 950000 00 CV 0324/2491 Assessed: 28724700 Building Value: 19147200 11/1/1978 390000 00 CV 0307 / 1544 Ag.Credit: 0 Finished Area: 21783 SgFt Exempt: Taxable: Taxes: 597019.9 BUILDING INFORMATION Exterior Features View: - RoofCover: - RoofStruct: ExtType: MHPK-MH Parks YearBIL 1982 Frame: Grade: C-C EffYrBlt: 1982 PrimeWall: StoryHght: 0010 - 1 Story No.Units: 1267 SecWall: Interior Features BedRooms: 1267 Electric: - PrminlWall: FullBath: 0 HeatType: - AvgHf/FI: 1/28ath: 0 HestFuel: - Prm.Flors: %A/C: 0 % Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S City. Units Qual. Cord. YrBlt. No. Land Use Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 ' FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FENS - CHAINLINK 6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 199380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 0 Measure Depth 1267 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/pre.asp?prelid=130111100010005 6/10/2011 Important Notice: If visually graded lumber is used for the trusses covered by R' these designs, see "S.PIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party MiTek lumber design values. POWER 7O PERFORM.'" RE: M10837 - Laurel Rear Porch Qo V -WO MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: 18-/ercle-VWa Model: Laurel] II Rear Porch Lot/Block: Subdivision: Address: n/a City: Port 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/TP]2002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# I Truss Name I Date I No. I Seal# I Truss Name Date 11 IT4070865 I A5 5/5/011 118 IT4070882 IKJ8 5/5/011 12 I T4070866 I A6 15/5/011 I I I I I I I I I 13 I T4070867 I A7 15/5/011 14 I T4070868 I A8 15/5/011 I5 T4070870 I A9 5/5/011 6 IT4070870 IA 1 I5%5/011 17 I T4070871 I G RA 15/5/011 18 IT4070872 IGRB 15/5/011 9 IT4070873 J1 15/5/011 10 IT4070874 J2 15/5/011 Ill JT4070875 IJ3 I5/5/011 112 IT4070876 IJ4 15/5/011 113 IT4070877 IJ5 15/5/011 114 IT4070878 IJ6 15/5/011 15 T4070879 IJ7 15/5/011 I16 T4070880 IJ8 1515/011 117 IT4070881 IKJ7 15/5/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. PQUI.. rr... \vpENSF No 6818 11 '. STATE F 44/� ,s,oNA, FL Cert. 6634 May 5,2011 Velez, Joaquin 1 of 1 Job Truss Job Truss Type Oty Ply Laurel Rear Porch T4070665 A5 SPECIAL 12 1 Job Reference o tbnel Ch2mbers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Thu May 05 10:0DAS 2011 Page 1 1-0- 7-8-5 10-64 17-0-0 20-0.8 264-0 34-PO -0 1-0 7-8-5 2-9-15 6-5-12 3-4.8 5.11-8 7-8-0 1 Scale = 1:61.3 4.00 FI2 5x8 M1120= 6 2X3 M112011 2X3 M112011 3x6 � M11207 3x6 M1120� 2x3 M1120� 4 5 8 3x4 M1120C 3 9 n 2 14 10 1 7x10 141120= I 11 15 c 16 0 3x10 M1120i 13 12 3x6 M1120� 5x10 M1120= 2X3 M112011 2.00 12 1N4 204-8 264-0 3400 1064 9-10-0 5-71-8 7-8-0 Plate Offsets XY: 2:0-3-110-1-e 10:0-3-140-1-e LOADING(psf) SPACING 2-0-0 CSI DEFL in (lot) Vdefl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(FL) -1.4413-14 >277 240 BCLL 0.0 Rep Stress Ina YES WB OAS Hom(TL) OA5 10 Na Na BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 24-3 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3'Exoept' WEBS 1Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8.0 Max Horz2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5575M 14, 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=222275, 6-14=-1827/3309, 6.13= 342/543, 9-13=-664/551, 9-12=0/252 NOTES Il/7j7 \\\\ 1) Unbalanced roof live loads have been considered for this design. \\ V 7� \ U)N ' 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=3.2psf; BCDL=3.OpsF; h=14(t; Cat. II; Exp C; enclosed; MINERS FAS (low-rise); Lumber \\ PQ• • •, • F� 41�`o •''• DOL=1.33 plate grip DOL=1.33 �� C E N F �� : • `S�`' �i 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. VY :� 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit = between the bottom chord and any other members, with BCDL =1 O.Opsf. N 68182 * •• 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o� bearing surface. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8581b uplift at joint 2 and 858 m uplift at joint 10. 9 T F Z LOAD CASE(S) Standard �i •• •• ]L` P • �% � mnuu\o FL Cert. 6634 May 5,20 O WARN .VeiJijd parmmCesandRPBUM=ON]HI6MmIN0LUD60 bII1PXRP.PP-RCNCE PecEd4t.74M nee. 10-n8 B6POR81fSB. ` Design veld for use oNy with M9ek wnnedorz Ibis design B bored oNyupon porame}erssfmwn, and k for an indMduN bWdng component. fodesign Applicaal' paramentersand proper urcorpwalion of componentbresporwbOlMV N of budtling designer-nollnasdedgner. a'aGng shown u for lateral support of'vdividuaI web members oNy. Additional temporary GaCvxl to Insure siab�Iry tlurvg comhucHonuMeresporwbYli7y of the MiTek' erector. Additiorrol permanent Gating of the overall sliuchue isihe respoiuib�ily of the bwld-g dedgner. For general gudance regardNg ,e.,•..e....e.,.- fabdwllon qual confrol, storage, tlelNery, erection and GaGr1g, convit AN81/rPh Quality Crilaria, DSB-89 and BC51 Bu9dng Competent 69o4 Parke East BNd. Safety InfortnaHon wallable from Truss Rate LssHhAe, ]el N. Lee Sheet Site 372 Alexond4a VA 22314. Tampa, FL 3361 041 15 Job Truss Truss Type Ofy Ply Laurel Rear Porch T4070866 M10837 A6 SPECIAL 1 1 Job Reference o tional ClAmbers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Thu May 05 10:00:50 2011 Page 1 1-PO 8- 15-00 18OD 20-4-8 26-0-0 3400 35-0-0 Ill 10d 8-11-11 606 I 400 1 1-4.8 5.11.8 7-8-0 Y00 Scala = 1:62.6 400 F12 5x10 M1120-- 5x6 101120� 5 6 2x3 MI120Q 3x6 101120� 3x4 M1120� 3x6 M1120-- 4 3 7 8 2 14 8 10 1: 9r8 MI120= 13 I 3x4 M1120= 12 11 3x6 10II20� 3x10 MII20= 5x6 M1120= 2x3 M112011 2.00 12 10.6-0k 15-0-0 20.;l 26-4-0 34-DO 10-6-4 4-5-12 I 54 5-11-8 7-8-0 Plate Offsets X 2:0-4-4Ed a 5:0-5-00-2-0 9:0-3-140-1-e LOADING(psf) SPACING 2h0 CSI DEFL in (toe) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Ina YES WB 0.91 Horz(TL) 0.41 9 n(a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 152 b LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X4 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 Stabilbers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Hoa2=-138(LC 6) Max Uplift2=-875(LC 3), 9= 875(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5228/3137,4-5=-4899/2898,5-6= 2458/1548,6-7= 2330/1402,7-9= 3059/1811 BOT CHORD 2-14=2964/4955, 13-14=-1329M2512, 12-13=-11072171,11-12=-1587/2829, 9-11=-15872829 WEBS 4-14=-369/478,5-14=-15572665, 5-13=-412277,6-13— 313/575,7-12=-754/601, 7-11=0283 NOTES roof live loads have been considered for this deslign. f' 2) WUnbalanced ind: SCE 7-05:140mph (3-second gust); TCDL=42psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; �1' MW FRS Qow-rise); Lumber ��V `u N DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to water ,% P,Q• • • • F� �i� N S'• F� _i prevent ponding. 4) This truss has been designed for 10.0 bottom chord live load nonconcurrent with any other live loads. % ,� • • GE F•'•• �i a psf �� 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. N 681 82 * %• •T 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity o� bearing surface. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 b uplift at joinC T OF LOAD CASE(S) Standard i� • .�` p., �1�� FL Cert. 6634 May 5,20 AW9RNINGVWJy detgnpunn+edm andRP6D NOTES ONTffi6dN0INCLNOSII bfirEK REFERPNCB PAGE 69r-V4T3 rm.10.ro8 B6iONE US& �� DedgnvaBd for use only with MiTek connectors. lhis daugn is based only upon parameterssnown, and'¢ for an Individual budding component. Applicability of design peramenters and proper uscorporallon of component Isresponscuiy of budding deslgner-rlot imcs desgner. Ba.cing shown during Laforiaterols ,aortofindividual webmern emorly.Addillonaltempoarybocingtofnuuesiabdityconductionistheresporcilontyofthe erector. Additiond permanent baring of the overall shuchse lsthe respormbd8y of the bu0ding d"gner. For general guidance regardhg _MiTek' fabrication qualify control, storage, delivery, erection and bracing consul ANSINPII Buallly Criteria, MB-89 and BC51 Buildirg Component 6904 Page East Bind. Solely Intonna5on wciuobl. from Lass Plate Institute, 781 N. Lee Sheet, sute 312 Alexondno. VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Laurel Rear Porch T4070867 M10837 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7,140 s Oct 1 2009 MiTek Industries, Inc. Thu May 05 10:00:51 2011 Page 1 1-0-0 8-11-9 13-0-0 21-PO 264-0 34Q0 __ 35-0-0 i� 8-11-9 l 4-0-7 I a Scale1:62.6 4x8 M1120- 4x8 M1120-- 4.00 12 4 5 2x3 M1120O 3 SO M1120-- 6 N1 2 7 11 e in 7 d 10 MII2o= 10 9 3B M1120C 5x12 M1120= 2x3 M1120It 2.00 12 1054 13-UO 20-4-8 2a4-0 34-UO I 1 P6-0 I 2.6-12 7-4d 5-71-8 ]-8-0 Plate Offsets X Y : 2:0-4-4 Ede :0-3-14 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Ven(LL) 0.66 2-11 >602 360 M120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(FL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 HOrz(TL) 0.41 7 n1a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 146m LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 -Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puffins. 1-4:2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1305/0-8-0, 7=1305/0-&0 Max Horz2=-123(LC 6) Max Uplrf12=-890(LC 3). 7=-889(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-5291I3195,3-4=-4991/3006,4-5=-2299/1492,5-6=-2409/1503, 6-7= 3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10=-16012801, 7-9=-1601/2801 WEBS 3-11= 284/421, 4-11= 13092342, 4-10=-1032/675, 5-10=-116/454, 6-10= 617/510, 6-9-0255 NOTES 1) Unbalanced roof live loads have been considered for this design. ,�Tu I rV r 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MW FRS (low-r se); Lumber `�� rI� , (N ', DOL=1.33 plate grip D0�1.33 �� i...... • F� �1i 3) Provide adequate drainage to prevent water ponding. % C EN F ' �: • `SF• �i 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� :� 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i between the bottom chord and any other members. Z N 68182 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o� * ••• bearing surface. - 7) Provide mechanical connection (by others) of truss to beefing plate capable of withstanding 890 lb uplift at joint 2 and 889 m uplift at joinC 7. : 9 •• T O F LOAD CASE(S) Standard i�••.•.0 p. ••=�� mn1u�� FL Cert. 6634 May 5,20 AW6RHIN0oVWJy uIDnpara maiox )d6fcsrelauding IaTIaeSFOxe mmrlenravd RP2D xolss ONdonly et only With abatednpacoon pammefersshobuand uforan Individualbuddingcomponent. MiTekconnectors.inc valid for usenp na i,ora Appilafter tyofdestgn parvidual rsandproperonly.Arvtionofcomponentuchgtold ofbWdvg dngc-rroffinsd reap.&acingshown Applicability the Additional temporarybactrlgfonvadingdesd r.F For of kector. Addriondpearnalantbro imofhersoNa. erector. A, the overall lithe of the burty g designer. For general guidance Ng peimoneorage. _MiTek el ve ard! bro if arnpo quality control storage, bracing, consult ANSI erecte, A2231, D53-09 and eC518u0dmg Component Parka East Blvd. Plate, 81 et. S 31Z Alex ndria Surety Information wadable from Truss Plate Institute, 781 N. Lae Sheef. Sdte 312 Alexandria VA 22314. Safety anon T69Warn Tempe, FL 336104115 Job l Truss Truss Type Oty Ply Laurel Rear PorchT4070868 M10837 AS SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7,140 s Oct 12009 MiTek Industries, Inc. Thu May 05 10:00:53 2011 Page 1 1A-0 11-0.0 15-84 20.4-e 23-0-0 26-1.3 39-0-0 75-0-0 N-9 7�0-a a-11-9 2- 7 4-8-4 4.8.4 I 2-7-e s-1-3 ]-1613 Scale = 1:62.6 5x6 MII20= 2x3 M112011 Sx10 MII20-- 3x4 MII20= 4.00 12 W 101120Q 4 5 6 7 2x3 MII20// 3 8 N1 2 13 9 10 1 I. Z 7x8 MI120= 3x10 MII20= 12 11 3x6 MII20C Sx12 M1120= 3x4 M1120= 2.00 12 1G6d 20-041 23-0-0 34-00 105-0 I 9-10-0 2-]-8 11.00 Plate Offsets X 2:0-4-4 Ed a 7:0.5-0 0-2-0 9:03-14 0-1-e LOADING (Pat) SPACING 2-0-0 CSI DEFL in (loc) Vdell 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 Ina YES WB 0.68 Ho z(TQ 0.42 9 n/a Na BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 m LUMBER BRACING -TOP CHORD 2 X 4 SYP M 30'Fxcept' TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MITek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS (lb/size) 2=130508-0, 9=130510-8-0 Max Horz2=-107(LC 6) Meer Uplifl2=-902(LC 3), 9= 902(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5324/3282,3-4= 498513051,4-5= 4327/2666,5.6=-2687/1741, 6-7=-2687/1741, 7-8=-2623/1654,8-9=-296011878 BOT CHORD 2-13=-3086/5036,12-13=-211813556, 11-12=-13242454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13--426/922, 5-12=-103lf734, 7-12=-346/505, 7-11=-246/432, 8-11=402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. J `,�1111111111 J 2) Wind: ASCE 7-05;140mph (3-second gust); TCDL-4.2psf; BCDIr3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MW FRS Qow-rise); Lumber � u IN V /�� DOL=1.33 plate grip DOL=1.33 ,%� 3)Provide adequate drainage to prevent water pending. ENS'•.��i� `% ��,•'�C 4) This truss has been designed for a 10.0 bottom chord live load nonconcuffert with any other live loads. V �` •.. pat 5)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. N 681 82 •• 'k 6) Beating at joim(s) 2 considers parallel to grain value using ANSV(PI 1 angle to grain formula. Building designer should verify capacity oC bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 Ib uplift at joint 2 and 902 Ib uplift at joinr- = 9 T • LOAD CASE(S) Standard �� •, �` Q•; \�� (O NALE��``• till nnunlw FL Cert. 6634 May 5,20 Q IVARR .Ve611d igaparmv a adR&dn MESS OMMIS AND I luzP.D IIRIF.KRRFRRENC1RPAGEMI74"xm. 10-T18 8170RR NSS. Design valid for use oNy with MDek connectors. Mils dedgn bbased Dory upon pwametersshowrt antl k for an IndNidual bwltling component. �� Applco lyofdesignpwament0 and proper'v,coryoraflonofcomponentBresponvbOm/ofbuJtlingdedgner-notlnsssdeggnar.0acingshown Additional temporary bactrg to Inwe during coruhuctlon ISMe responvbllliry of the MiTek' 5forlateral suppod of mtlividual web members ortly. stabOdy erector AddlHonol permanent bachxl of the overall sfruchue Lsihe respanvb04y of The Du�dkg tledgner. For general gritlance regarding ..-..- tobnbotlon qudlly confrol, storage. tlelNery, erection and bracBg, conwlf ANSI/tell guNity Criteria, D56-89 and BC51 Binding Competent 6904 Parke East Blvd. Surety Intoana5on wadable ft. Truss %ate huthule, 781 N. Lee Sheaf, Su1e 312 Alexandria, VA 22314. Tampa, FL 33510A115 Job Truss Job Tr Truss Type Oty Ply Laurel Rear Parch T4070869 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34962 7.140 s Oct 1 2009 MiTek Industries, Inc. Thu May 05 10:00:54 2011 Page 1 14)-0 9-0O 14-&14 204-0 25.00 3d-0-o 35-0-0 5-8-14 —1 5-7-2 1 d-8-0 9-00 i-0d Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H 3x4 MII20= 2x3 10II201 7x10 MII18H-- 4.00 12 3 4 5 6 �1 2 4. 7 8 yN 3x5 101120i 14 13 12 11 10 9 3x5 M1120- 3x6 M1120= 3x4 M1120= 3x8 M1120= 2x3 MII2011 2x3 M112011 M M1120= 9-0-0i 14-114 20-4-0 25-PO 34-00 9-GO 5-e-14 1 5-7-2 1 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-00-2-06:0-5-0 0-2-07:0-3-14 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Joe) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Ved(TL) -0.40 2-14 >604 240 M1118H 1951188 BCLL 0.0 Rep Stress lnor YES WB 0.95 HOrz(TL) 0.03 7 Na Na BCDL 10.0 Code FBC2007iTP12002 (Matrix) Weight: 148 m LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=60210-8-0. 11=1534/0-8-0, 7=385/0-8.0 Max Horz2=92(LC 5) Max Uplift2=-533(LC 3), 11= 948(LC 3), 7=-365(LC 6) Max Gmv2=704(LC 7), 11=1534(LC 1), 7=110(LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-11597711, 3-4— 491/387, 4-5= 3821760, 5-6= 3821760, 6-7= 269/199 BOT CHORD 2-14=-604/1027, 12-14= 604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12=-637/418, 4-12= 149/416, 4-11=1362/875, 5-11= 293/254, 6-11=-1054/671, 6-9=0/319 NOTES 1) Unbalanced root live loads have been considered for this design. `111111111111/ 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDUl.2psr; BCDLr3.Opsf; h=14f ; Cat.11; Exp C; enclosed; MW FRS (low-rise); Lumber y �� U IN VF�, DOL=1.33 plate grip DOL=1.33 ` �i, 3) Provide adequate drainage to prevent water pending. ,��`PQ•„ % Q E N •' • F �� 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 tali by 2-0-0 wide will fit, N 681 82 = between the bottom chord and any other members. * ; * — 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 It, uplift at joint 2, 948 m uplift at joint 11= and 365 m uplift at joint 7. LOAD CASE(S) Standard O :• T O F • : �� • 111111111 FL Cert. 6634 May 5,20 Q WARNrr90-V dNgnparmisters and NPa0 NOMONMSB 7NCLMW Ml7EKNHPffi9PM:SPAGEWT-7473r .10-WB 13 0P rr«. Design valid far use oNy with MBek connectors, This design is based only upon parameters shown and is for an individual buldhg component, �■� AppeaUlily of design paramenters and proper Hcorporalon of component is responsibility of building designer - not buss designer. Bracing shown Isfor laleralsppodofhdvidualwebmembersmlly. Addiliormltemporarybractrgtoimuaest UayduMgcor Cfionistheresporwb01iiyoftto iiiYYY�YYYl� MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .o..n......an+- fobrkn8ort quality control, storage. delivery, erection arcl bracing, consult ANSI/rPll Quality Quario, DSB-89 and BCSI Building Component 69" Parke East Blvd. Safety InfoanaBon evalable from Truss Plate Instflute, 781 N. Lee Street. Suite 31Z Alexandda, VA 22314. Tampa, FL 33610-4115 Job , Truss Truss Type Cry Ply Laurel Rear Porch T407087 M10837 A COMMON 6 1 Job Reference o tional Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek industries, Inc. Thu May 05 10:00:46 2011 Page 1 1-0 Q 6-713 12-4 13 17-0-0 21-7-3 274.3 I 34-0-0 35-" �1-60 6-7-13 5-9-0 4-]-3 4-]J 5-9-0 6-7-13 1-0Q Scale = 1:59.4 4.00 12 4x5 M1120= 6 19 2x3 M1120II to 2x8 MI12011 3x6 MI120-- 5 7 3x6 M1120� 3x4 M1120% 4 0 3x4 M1120� 3 9 H 2 10 11 1 [ CEO 17 16 15 20 21 14 13 12 3x8 M1120= 4x6 M1120= 4x6 Mo20= 3x8 M1120= 2X3 MII201 3x8 MII20= 3x8 MII20= 2x3 MII2011 6-7-13 12-4-13 21-7-3 2]-4-3 34-0-0 6-]-13 5-9-0 9.2-7 5-9-0 6-7-13 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO OA7 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.82 14-15 >486 240 BOLL 0.0 Rep Stress Ina NO WB 0.55 Hoa(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC20077TP12002 (Matrix) Weight: 163 to LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puriins. BOT CHORD 2 X4 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 guide REACTIONS fib/size) 2=141010-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplitt2=-880(LC 3), 10=880(LC 4) FORCES (lb) - Max. CompJMax. 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=-93712064, 12-14= 1633P3154, 10-12= 1633/3154 WEBS 6-14= 584/951,7-14=-298l327, 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. ,j1111111 � 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MW FRS (low-rise); Lumber �� i N V Qu DOL=1.33 plate grip DOL=1.33 • • •. . F� 3) This truss has been designed for a 10.0 pat bottom chord live bad nonconcurrent with any other live loads. E N S •.•F� �� % �O •. `C, has been designed for 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 Tit V �` •.. 4)' This truss a �� between the bottom chord and arty other members, with BCDL=10.Opsf. N 68182 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 Ile uplift at joint 2 and 880 Ib uplift at joint, 10. Z* ' 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ile down and 21 lb up at 15-0.0, = and 50 Ito down and 21 Ito up at 19-0-0 on top chord. The design/selection of such connection devices) is the responsibility of others. .Q �+ 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). -P ;• T F (U i LOAD CASE(S) Standard • •.'C P -' �� 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 �� 1�.••G,�`�� Uniform I-54, Vertal� 6-11=-54, 2-20=-20, 20-21=-60, 10-21=-20 N ALE��`%� Concentrated Loads (m) /►11111111,` Vert: 18=-50(F) 19=-50(F) FL Cert. 6634 May 5,20 AWARPI(I,rG-Ver1/Ij design palmreGers aadRHAD IV0IPS ONIH7SdrID lNCLU➢fiU BIIiP-K rtBFIDtP-NCS PEGS D4174TJ rm.10-'OS BBFORS Ua6. �� Devon valid for use oNy with MTek connectors fits tlevgn Is based oNyr4wn parametersshowa antl is for an irxiMdud btultlig component. goplkablllly of design paamentersarntl proper mcoryoratlon of component bresporwlWity of bu9d'vg tlaslgner -not truss tlevgner. &adng shown _for[swport of ildividuai web members oNy. Addmonaltempacry bracig to lrwae stablity tlumrg conshuctlon ache responvb0lity of the MiTek' erector. Atlditlald permanent bracing of isle overall sliucMe is the responvbOdy of tine bultling deugner. For general gWtlance regaitlng eows..e..•m.r- fatxication qudiry control, storage. deliv ry, erection and bracng, conait ANSI/rPI1 9ualiry Clitada, D53-o9 and BCSI Buildng Component 6904 Perks East ftd. 3deM Inform.'on w.aable from T. Plate trutihAe, 701 N. Lee Sheel.3ute 312 AlexarMda VA22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Laurel Rear Porch T4070871 M10837 GRA HIP 1 1 Job Reference (optional Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Thu May 05 10:00:66 2011 Page 1 1-0-0 8-0.0 12-Be 17-o 18-6-0 22-2-2 26-00 34-GO 25-0-0 '1 8-G0 4b-0 AE-0 �1-6-0 3-0-2 &9-14 84?-0 '1-0-0 Scale = 1:62.7 (+) Top chord must be braced by end Jacks, roof diaphragm, or properly connected purlins as shown. 4x4 MI120= +) 11 14 9 3x5 MII20= 7x12 MII20% 7 1] bx12 MI120� 4.00 12 5 9 3 21 10 jjIIIIII �1 2 22 lj l'1' 3x5 M1120= 29 28 27 10x10 MI120= 26 25 24 3x5 M1120= axe M1120= 7x8 M1120= 5x6 M1120= 3.5 M1120 11 6x8 M1120= 3x6 MII20= 3x6 MII20= TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 8-ao 12-6-0 18-6-0 26-0-0 34-00 I r 8-0-0 4.6-0 I 6It I 7£0 8-00 Plate Offsets X 3:0-4-12 Ed a 21:0-5-0 Ede 22:0-2-0 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.65 Vert(LL) 0.14 22-24 >999 360 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Veri(TL) -0.23 2-29 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194 m LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. Except: BOT CHORD 2 X 4 SYP M 30 2 Rows at 1/3 pis 8-21 WEBS 2 X4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 as bracing. JOINTS 1 Brace at Jt(s): 6, S. 19, 17,14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS All bearings 0-8-0. (lb)- Max Horz2=-154(LC6) Max Uplift All uplift 100 to or less at joint(s) except 2=-428(LC 3), 27=1373(LC 5), 26=-1770(LC 4), 22=-630(LC 4) , Max Grav All reactions 2501b or less at joints) except 2d36(LC 7), 27=1781(LC 1), 26=2503(LC 1), 22=787(LC 8) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 23=-744/453, 3-4= 100/418, 4-6= 100/418, 6-8=-560/953, 8-12= 560/953, 12-13=-560/953,13-15= 560/953,15-16=-560/953,16-18=-560/953,18-20=-1792/1525, 20-21=-1792/1525,21-22=-1563/1076,3-5=-492/580,5-7=-402/607,7-9=-53/385, `11111111!//j 9-11= 13/425,11-14=0/397, 14-17= 139/468,17-19= 219/425, 19-21=351/441 ♦♦♦, v IN V� I��, BOT CHORD 2-29=-455/646, 27-29_ 398/546, 26-27=-927/757, 24-26= 162/263, 22-24= 900/1424 P,Q • • �� ♦♦♦ WEBS 3-29=-493/863, 3-27= 1750/1315, 6-27=-593A14, 6-26=-497/442,13-26=-8871736, ♦ Q E ,: •\.�C' N S�.• �i� 18-26= 1886/1620, 18-24=-934/1464, 6-7=-591/634,19-20=-260/340, 14-15= 491/449, ; :� 11-12=3801239 N 68782 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL--3.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber -D • ; �+ DOL=1.33 plate grip DOL=1.33 �1 •, T F :• 3) Provide adequate drainage to prevent water pending. O , (V 4) All plates are 2x3 M1120 unless otherwise indicated. �� •• T P •: `1 ♦♦♦ 0 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. ♦ • Q\ ♦♦♦ • been designed for live load 20.Opsf bottom in rectangle 3-6-0 tall by 2-0-0 wide will fit ', •N 6) This truss has a of on the chord all areas where a .I ��Itir between the bottom chord and any other members. /jL�?♦♦♦ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42816 uplift at joint 2, 1373 m uplift at joint 27, /11111111T,` 1770 lb uplift at joint 26 and 630 Ile uplift at joint 22. 8) Graphical purlin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 It, down and 518 lb up at 26-0-0 FL Cert. 6634 and 641 to down and 518 m up at 8-0-0 on bottom chord. The desigrt/selection of such connection device(s) is the responsibility of others. May 5,20 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WPRHIIJG-9etfy deignpmmredcrs®dRBAO NO153S ON 21NS 6I✓fl INCLIID8D D911ERREPSRPNC8 PdG8 bIIl74?3 rm. SO -'OS pmPOBE r/S6. Design valid fortceonly with MBek conneciorx Thisdesign Is basad onlyupon ms paraeiecwn, and is for on Indiddud bulling component. �• Applicability of clesign paramentersond proper Incorporation of componentis responsfarly of building designer- nothua, designer. Eracirg shown temporary bracing to Insure dcwsg construction is the responsibility the MiTek' IsforlatodwppodoflndMduolwebmemb only. Additional stabBRy of erector. Additond permanent bracing of the overall shucAue is the responvblcty, of the bulling desgner. For general guidance, regarding .e..........o.K- fabncation qudBy central, storage, delivery, erection and bracing, corssMt ANSI/TP11 Quality Crilodo. DSB-89 and SCSI Building Component 6904 Parke East 13W. safety Information ovalobie from Truss Plate Irutilufe, 781 N. Lee Sheet, sure 312 Alexandria VA 22314. Tampa, FL 33610-4115 HIP LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 UnHortn Loads (plt) 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) FL Cert. 6634 May 5,20 QWM .VmI/yda pmm 74M rm. 10-VBBBPOMIMS. Designvalid foruseonly with MRe'wrr Isbased oNy upon pwametwsstwwn and Lafwan IndNitluolbWtleig component. pro rlh@desgn Appllcablliry of design ppwamenters arW proper Incwpwa,0 of component is respoaabllry of bu0tlig tleygner-not buss datigner. &aGng shown Ls forlaterG 01p oft-QM webmembers oNy. Adtlitlonal temporary Gavig to muse slobtlity tlumig conshuctlonisihe respowb9liry of the MiTek' erector, AdtlitlonG permanent bacig of the overall ahuct- is fne respwwbAM of lire bwitlhig designar, Fot general gsritlance regardYlg ,..�..-----.- fobrlcatlon quGiry conirG, sfwage, tlelNery. erection and bm Wg, convlt ANSI/rPll Cuallly Crtteria, DSB-B9 antl BCSI Bu�dmB Component 6906 Paeka Epst BNd. 6afaty Inform, waJo .from Truss Mate PtiAhBe. 781 N. Lee Sheet. SsNe 312 AJexandtla. VA 22314. Tampa, FL 336104116 Job Truss Truss Type City Ply Laurel Rear Porch T4070872 M10837 GRB HIP 1 1 Job Reference o Tonal Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Thu May 05 10:00:58 2011 Page 1 34-0-0I 31--00-0P1-R-0-0O 7-034 20-4-0 -0� 7PO 114 1 ~ Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7xt0 M1118H% 3X8 M1120= 4.00 F12 3X6 M1120= 2X3 M112011 6x10 M1120� 3 16 17 18 4 5 19 20 6 21 22 23 7 II 1 2 g 9 lch 6 3X6M1120i 15 24 14 25 2613 27 28 29 7230 31 11 32 10 3X4MI120= 2X3 1,1112011 4X6 M1120= 3x4 M1120= 7X8 M1120= 3x6M1120= 2X3MI12011 ]-0-0 138-14 2P4-0 3400 1 7-0-0 6-8-14 6-Y2 6-8-0 7-0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-00-2-0 4:0-3-6 0-1-8 7:0-5-00-2-0 LOADING(psf) SPACING 2-0-0 CS! DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13.15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(rL) -OAO 13-15 >593 240 M11181-1 195/188 BCLL 0.0 • Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a nta BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 148 b LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MTek 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 Horz2=77(1-0 5) Max Upl'dt2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2998/1795, 3.4-2012/1299, 4.6=-908/1583, 6-7= 908/1584, 7-8= 1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820,12-13= 1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-15=-1497784, 3-13=-862/552,4-13=-827779,4-12= 3806/2345, 6-12= 8091766, 7-12= 267511602, 7-10=-1381762 NOTES 1) Unbalanced root live loads have been considered for this design. %%% U1N� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=1.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber % P`Q •, V�t' ��i� DOL=1.33 plate grip DOL=1.33 % `%�,�•••�CENS' 3) Provide adequate drainage to prevent water ponding. \. F°'.• i 4) All plates are Mr20 plates unless otherwise indicated. i 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 68182 '• * 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit * = between the bottom chord and any other members. - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8551b uplift at joint 2, 2012 b uplift at joint 1T^ .10 and 459 b uplift at joint 8. 9 °; T F 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 b down and 147 b up a T", O , 115 Ib down and 128 b up at 9-0-12, 1151b down and 128 Ib up at 11-0-12, 115 lb down and 128 lb up at 13-0.12, 1151b down and 128 .•,C Q` •: �� b up at 15-0-12, 1151b down and 1281b up at 17-0-0, 115 b down and 1281b up a 18-11-4, 115 Ib down and 1281b up at 20-11-4, 115 �i ) •.• \ �� '�S`S b down and 128 lb up at 22-11-4, and 115 lb down and 128 lb up at1 on top chord, d , 43 down end 796 b up at7-0-0, 901b down att 9-01 2, 901b down at1140- 2, 90 bwn doat 13-0 12, 90 Ib down a 15-0-12, O lb IN down at 17-0-0, 90 Ib down at 18-11-4, 901b down at 20-11-4, 901b down at 22-11-4, and gO Ib down a 24-11-4, and 437lb down and` 196 b 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 LOAD CASE(S) Standard May 5,20 Continued on page2 AWBRf77NGVrrlJij dalgnpmmn�.xa andR�Olt01'HS ONIHI6lAm RfCLUDPD HI1FJiRPFBf2FJdCS PdGg L41r 7473 ro.16198116POR8 US6■• or ua oNy wild Mgek connectors litb tledgn labased oNy upon parameters shovT ontl Ls for an Udividuci bW dung component. Deign valid 'cruse r■y tBI ct-b111y of build'mg designer-rwllnas tledgnar. &acin8 drown Appic , ofdesign paramenters and proper incorporahon of compone?A stabidy dw'ug comhuctlon isthe resporuhroliN fin e 's for lateral support of "vdivWuai web members ortly. Add'dbnal ry tracing toiw.a-.1 MiTek° erector. AdtlAlonal permanent tracing of the overdl sfiucture isihe resporwb0ity of the bwlding tlasigrler. For general gutlance regarding E ......,n....e...- fcbdcadon, qudlN control, storage, delNery, erection antl Gating rgnvlf AN51(tPli 9ualiN Criteria. D58-89 and l BuOdmg Component 6904 Parke Eari Bbd. Sof W Inloanallon wa�abie Gom Truss Rate hssAtufe, 781 N. Lee Sheet. Suite 312 Alexantlda. VA 22314. Tampa. FL war 0.4115 Job M10837 Truss GRB Truss Type HIP Oty 1 Ply 1 Laurel Rear Porch T4070872 Job Reference o Cwnal Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, ft. Thu May 05 10:00:56 2011 Page 2 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Undorm Loads (pit) Vert: 1-3=54, 3-7= 54, 7-9— 54, 2-8= 20 Concentrated Loads (lb) Vert: 3=-106(B) 5=115(B) 7=-106(8) 15=-037(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) 3D=45(B) 31=45(B) 32=45(B) J��'OPQ GiE .. N 68182 90: T FL Cert. 6634 May 5,20 O WdRMNG-Vmlfy design parmndcn andRPNaD NGiPb ON NISOtID INCLUDIID M[1PdCItEPI.nP.NC8 PdG6 MIl 74TJ rz. 16ro811SFORS USIi !� Dedgn valitl for iae oNy with MiTek connectors Rin design Isbasetl aNy sPon peametersshowa and bfor an IntlNitluol bruld'ug component. p■I Appicablity of design paramenters and proper 4lcorporallon of component k responvb�ily of bottling designer -not truss designer. &acing shown 's forlaterd support of'uM-dual web members Doty. AtldiHorwltempwary bracing to lrwae stab�M doing coruhuctlon isihe responvb0lity of the MiTek' erector Additlond permanent bracln8 of the overNl shuctureb the respormbdity of the budding designer. For general gWdance regartlulg .a.........o.,r fobticoHoa quality conhd, storage. tlelNery, erection and tracing, comWt ANSI/rPll 9uality Ctllatla, 0.5&3g and SCSI Buldng Component 6904 Parka East aNd. Sarety Int4rmafion waiabl. from Truss Plate trnMute, 781 N. Lee Sheet. Suite 312 Alezandda VA 22314. Tampa, FL33610-0115 M10837 J1 I MONO TRUSS -1-0-0 t-00 Refer to MT"7OE-NAIL" Detail for connection scale supporting carrier truss (typ all applicable jacks on this job) 3 4.00 12 3x4 MII20= LOADING(psl) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2007/1P12002 CSI TC 0.17 BC 0.03 W B 0.00 (Matrix) DEFL in Vart(LL) 0.00 Vert(TL) -0.00 Horz(TL) 0.00 (loc) Well L/d 2 >999 360 2 >999 240 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 b LUMBER BRACING TOP CHORD 2 X4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2 X4 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 (Ib/size) 2=12510-8-0, 2=125/0-8-0, 4--1/Mechanical Max Hoa2=66(LC 3) Max Uplitt2=190(LC 3) Max Gmv2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip 1301=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 3-3-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer toProvide mechanical truss to truss connections. `auiN llr� 5) Provide mechanical connection @y others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. ,�� V 1/.. t P. • < i N 68182 T N ALE�C%% ntntnt�` LOAD CASE(S) Standard FL Cert. 6634 May 5,2( QWdala7P dNen NOfl3a eN 2973 rm. Le ro 8 US& 3era anm,M Darn[ �• for usejr/ Ded Mffek c cl d orgy Lponpc omef and4foron In lvld component. Appgi validforieuodyra MTekconnectors. hictledgnisbavetloNy�parametersy ofbtand ldhg deagnlndMdums dag component. orpodofprdamentersand shown bfwlabid properody. ddlonofcomponentkreeponai0 stabOHydde99ner-notlnitsdsihoresp.nacing 6eclalerdsuprwn oflndividualwebmemberoverd Atldttlstructurlthe iidancesr.xwhlg of the reaprbAHy othe busing cleatlarim-general g de9gner. or ger erector. ACCIHond peimantoragent ecavachg of theoction _MiTek• corelt Ba Building tldNery, erection and e5&a9 Dori BC31 Bu2dng Companenl andbreistheoraft NSIrPttrebdily ornpong nnallon control. APII Tare Puke East Solely Inf Amon Tr N. rddlty A2231 Sdety InfomtaHon wpioble hom Truss Plate hdiMe, 7e1 N. Lee Sheet. Wife 3ffi Alexandria VA 22314. Lee Street. 31Z -411 Tempe, FL 33610-4115 TRUSS 3x4 M1120= F Scale = 1:7.9 LOADING(psf) TOLL 20.0 TOOL 7.0 BOLL 0,0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Wmberinaease 1.25 Rep Stress Ina YES Code FBC2007/TP12002 CSI TO 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert4) -0.00 Vert(TL) -0.00 HOrz(fL) -0.00 (loc) Udell Vd 2 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8m LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabifzer Installation guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=351mechanical Max Horz2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Gmv2=144(LC 1). 4=38(LC 2), 3=35(LC 1) FORCES Qb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MW FRS (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 wham 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. `111111111111, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 Ib upfft at joint 3. 0 V (N V LOAD CASE(S) Standard I FL Cert. 6634 1 QWARNMO-Vefijd lgnpm'mnCevaaad RPLD NOIRS ON N1S AIa)INCLTl0R0 ffiTFX RSFERPlICSPdGB ffi3-V4TJ rm.30.T18 aSFORS USS. DesBn volld foruse aNy wdh Mgek cwmecion 7nls tledgn h based onN rpon parametersdlown and is for an IndNitlual bW d'ux) component. �� Appllcablllly of dedgn paramentersand proper trscorporatlon of component h resporwbtilly of bu0dulg dedgrler -no} toss tle9gner. &acing shown is for lalerd slpport of Mdividuat webmembers oNy. Atltlltlonoltempomry traurg to inure slabolN tlraUlg coruLuc4on is lne respowb�llN of lne MOW erector. Addlnorwl permanent brachgg of the werdl shuchae Ltfrre responvblHy of MebWtlng designer. For general grdtlonce regarding fabdcadon confrol, storage, delNery, erection and bracbg. cowlt ANSI/rPll BuaIIN pileda, gSB-a9 and BCSI Binding Component East qutllly sofeN Inbrmation wadable from Truss Plate txtittAe. 781 N. Lee Street SWe 312 Alexantlda VA 71314. 6904Pe....o..- 6906 Parka Tampa, FL 33610.411 4116 Job Truss Truss Type Oty Ply Laurel Rear Porch T4070W5 M10837 J3 MONO TRUSS 4 t Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Thu May 05 10:01:00 2011 Page 1 -100 300 1-0-0 300 — Scale=1:9.6 3 4. Be 12 2 1 3x4 M1120= 4 300 300 LOADING(pso SPACING 2-0-0 CS! DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.26 Vert(LL) -0.00 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 HOrz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 11 m LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS Qb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3= 48(LC 4), 2= 204(LC 3) Max Gmv3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. CompJMax. Ten. -All forces 250 Qb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14f ; Cat. II; E1g1 C; enclosed; MW FRS (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 nonconcument 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 er(s) for truss to 5) Provide mlechanicall connection (b connections. of truss to bearing late capable of withstanding 48 Ib uplift at joint 3 and 204 lb uplift at joint 2. \`01111111111 QV i N f fV ,,�� @Y ) 9 P aP 9 P 1 P 1 LOAD CASE(S) Standard �� P.•� C E i i N 68182 T� �0'. o �: E % A; „?C ; q� ll FL Cert. 6634 May 5,20 1 07 ®WARNING- Vo9Jyd 1parmadm aadN NOMS OMMIShclm MMUDFD MfrBNREPEN EPAGSMO-749a rrn. 10 VS Jtl?USS. 1V■�' Dedgn valid far use only w1th MiTek connectors This design is based oNy upon parometemshown, and is for an Individual butding component. MPMApplicability of design paramenters and proper urcorpoarfim of component isrespenvblity of bW ding designer -not truss designer. Bracing shown torlaterN support of Individual web members only. Addilionoltemporary bracing to insure stmilly during construction tithe resporwbOlity ofthe MiTek' erector. Addihond pemlanenl brachlg of the overdl s chafe IsMe respo iility of the bwld'ug designer. For general guidance regarding .a,....e........- folomahon. quarry control, storage, delivery. erection and bracng, convult ANSIAPII 6uallty Word, DSB-89 and SCSI BuOding Component 6904 Ped(B East Blvd. Safety Information available from T=Plate kwtllute, 781 N. Lee Sheet Sidle 312 Alexantlda VA 22314. Tampa, FL 33610-- - TRUSS Scale =1:1 a4 M1120= LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2007/rP12002 CSI TO 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Ven(LL) .0.01 Vert(TL) -0.02 Horz(fL) -0.00 (loc) I/deft Ud 2-4 >999 360 2-4 >999 240 3 Na Na PLATES GRIP M1120 249/190 Weight: 141b LUMBER BRACING TOP CHORD 2 X4 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 Horz2=113(LC 3) Max Uplitt3= 87(LC 3), 2=-215(LC 3) Max Gmv3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (Ib) - Max. Comp./Max. Tan. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsr; h=14ft; Cat. II; E)p C; enclosed; MW FRS (low-rise); Lumber DOL=1.33 plate grip DOLr1.33 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. truss to Imss 5) Prover to ide mechanicalirs)rconnection (b others of truss to bearing late capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. J % k) I N f r�/ ��'/I (by ) 9 P aP 9 P I P I LOAD CASE(S) Standard FL Cert. 6634 May 5,20 AWBRMNC-Ye,.'jy ddgn parmadaa avdltP6D NOTES ON]HfSASm INCLIIDEB M/IPXI:EFHtPJJES PBeE bII(. 74Ta rm. 10-m8 N6PORE USE. Deagnvatitlforuseordywith Mirekconnectors.l designisbased oriyuponporameterssnow% and isforanincMdud buflding component. Applicability of de ign paromentersand proper uscorporaflon of component isresporwbtily of bulding designer -not truss designer. Bracing shown is the MiTek' lsforlaterd wpportof'vMlvidual web membersody. Addiflonal temporary bractrgto UwaestablIitydumg cooftcfion resporeb9liN ofine erector. Addiliond permanent bracing of the overdl structure Is the responvbJiry of the budding designer. For general gwdance regartlug .e.w+....re..- fobncallory quality control, storage, delivery, erection and bracing. corsair ANSI/rPn Quality Criletla, D.SE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 781 N. Lee Sheet. Suite 312 Alexandra VA 22314. Tampa, FL 33610-1115 M10837 TRUSS 3x4 OHM= 5.0-0 Scale = 1:12.9 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress It cr YES Code FBC2007/rP12002 CSI TC 0.37 BC 0.34 WB 0.00 (Matrix) DEFL in Ven(LL) -0.03 Ven(TL) -0.06 HOrz(TL) -0.00 (lac) Udefl Ud 2-4 >999 360 2-4 >866 240 3 n/a n1a PLATES GRIP M1120 249/190 Weight: 17lb LUMBER BRACING TOP CHORD 2 X4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTalk recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4.15/Mechanical Max Horz2=134(LC 3) Max Uplift3=-123(LC 3), 2=-231(LC 3) Max Grav3=111(LC 1).2=250(LC 1).4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL-4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; E)T C; enclosed; MWFRS (low�dse); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcumem with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chordin 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 1231b uplift at joint 3 and 231 m uplift at joint ,j1111114 /// ``44 v i N 0 z. LOAD CASE(S) Standard ,�Op N , EN N 68182 T F �: O'. `�� %% ALE"C of I Iw ` FL Cert. 6634 May 5,20 AWARNTNG-Vertfljdargnp�avdS NOM ON]HISA7m INCLm)ED 1g1F.KIlEFESSNCS PAGE AlIl-7073 rm. 10 VSSSFOR EARR.. Devgn valid for use oNy with Mgek cornedors, this tledgn isbased ody upon parameters shown and is for an Indbidud bwltlin8 component. N Appicability of design paromenters and proper'urcoryorotion of component h resporeb�iry of binding tledgrrer- nollnus designer. &aGng shown u forlaferd 9mpod of hrdi-d-I webmembors onry. AtldiAonal temporary bracmg tolnxxe stabOrtytlumlg corehuctton isthe rasponvbdlily of the erector. Additlond permanent txachg of the ove"1 shucttae ISMe reywnvb,iry of Me buIdng designer. For general gudance regartlhg _M_iTek' fobtlwtion qudity conhol,storage, delivery. erection and brarng. corssdI ANSIQPII 9ualiry Critutla, DSB-69 and BCSl Building C«nponeN 6904 Parke Eesl BNd. saleh/ INormation wadable ham Truss Plate InsMute, 781 N. Lee sheet Bdte 312 Alexandria VA 22314. Tampa, FL 33610A115 MONO TRUSS 3x4 M1120= Scale= LOADING(psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Code FBC2007/TPI2002 CSI TO0.60 BC 0.51 WB 0.00 (Matrix) DEFL in Vert(LL) -0.06 Ven(TL) -0.14 Hoa(TL) -0.00 (loc) I/defl Ud 2-4 >999 360 2-4 >476 240 3 rVa n1a PLATES GRIP M1120 249/190 Weight: 20 m LUMBER BRACING TOP CHORD 2 X4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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 guide. REACTIONS (lb/size) 3=140/Mechanicaf, 2=285/0-8-0, 4=55/Mechar ical Max Hom2=155(LC 3) Max Uplift3=-158(LC 3), 2= 248(LC 3) Max Gmv3=140(1-C 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); TCDLa4.2psf; BCDL=3.Opsf; h=.14fl; 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 [we bad 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at 5) P joint 3 and 248 lb uplift at joint ``4111111 ( N I'�'� 2.< ,`g Qu P •V� LOAD CASE(S) Standard ENSF•.c��''. i N 68182 Ir O: T OF :4u/ Z' . rc FL Cert. 6634 May 5,20 Q WBRryrNO-Ve ttQydmdgnpo. arsiandN NOTUSUN MIS dNO rNCLfIDRIr HffBKREP6RGNCEPecsD9raaTJ �.]OtlB HBPOt]S fret` Designvalidforuse onlyw MTekconnectom fitsdesignIsbased onlyuponparameteash and IsforanhWiAdual buldig component. AppIcaUlity of design pommenters and proper Noorporallon ofcomponentisresporablilyoflodiding designer-nott designer. Soong shown u for lateral wpport of individual web members only. Addflonal temporary braong to Untie stabldy during construction tithe responn lity of the MiTeW erector. Additional permanent bracig of the overall struchue ithe respormblily of the bL4dng deigre% For general guidance regardIg .,.aa.•r�..n..+- fd.icaton cludily control. storage- delivery, erection and bracing, consilt ANSVIPll Quality Criteria, DSB-89 and BCSI Bulldog Component 6904 Parke East Blvd. Safety Information wadable from Truss Plate institute, 781 N. Lee Sheet. Site 312 Awandna, VA 22314. Tampa, FL 33610-n 15 MONO TRUSS rely" 3x4 M1120= Scala: 3/4'=1' LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TP12002 CSI TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFL in Vert(LL) -0.11 Vert(rl-) -0.27 Horz(TL) -0.00 (loc) Well L/d 2-4 >722 360 2-4 >289 240 3 n1a n1a PLATES GRIP M1120 249/190 Weight: 23 m LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (Ib/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 Gmv3=169(1-C 1), 2=321(LC 1), 4=130(LC 2) FORCES (lb) - Max. CompJMax, Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05;140mph (3-second gust); TCDL=4.2psF BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerd 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. lb bearing 191 lb uplift at joint 3 and 267 uplift at joint 'r `%J 11 1:1 7 5) Provide mechanical connection (by others) of truss to plate capable of withstanding %%% ` F<F 2. ,,,�oPCd • . �, •'�Y Cz E N S�•. �i� LOAD CASE(S) Standard �� + N 68182 �9 T F Z .� FL Cert. 6634 May 5,20 AWdRNINO-9a4orA ten pmm hrs avdRp6D ND1EB ONTWSy E U56. Lyon pLfIDBnrashow rd! isf omporuet. poponsiars4wbtAdh tsforanindividuals Design valid far use oNywiih MTek connectors inc eah t7YC$q■ IM: rpogno ofcomNyrpon proper incorporation component Iar�orwbt0y desig r. Brad r-rwlion I tlhe of design parvidual the the bacnxlthen ib MiTek' isforl ead web members AdcIbnof sbolding ringdevuco resp.2radig of sta desiirly gner.gor generalgucry responadiglity of erector.dsvpport ofIndividualbrebmembe overall s1rucknaltem resp erector. Adduaffly pennantoragedngof the action aANSI/T(IhebWdingdevgner. For general guidance storage. delivery, qution aruehucings consult . CTlt231 DSB-89 and BCSI Budding Canponanl erection cog. corudt ornponnn 6• Pale East Parke East Satxkafion available Safety Information wa0able ham Tnss 312 NPvandflII Plate Institute. 781 N. Lee Sheet Sine 312 Alexandria VA 22314. Plate 81 N. L -411 Tampe, FL 33610-9115 T. MONO TRUSS 110 3)t4 M1120= Scale = 1:17.7 LOADING(psf) TCLL 20.0 TOOL 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 FBC2007fFP12002 CSI TO 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in Vert(LL) -0.14 Vert(FL) -0.35 Horz(TL) -0.00 (loc) Well Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26 m LUMBER BRACING TOP CHORD 2 X4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-&0 oc purlins. BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-&0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Hotz2=197(LC 3) Max Uphft3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(1_C 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=148; Cat. II; Exia C; enclosed; MW FRS (low-dse); Lumber DOL=1.33 plate gdp DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconourrem 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. , ,USN I7I it 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 joint �� 2. P° LOAD CASE(S) Standard i N 68182 O: T ,; NAB E��% fill II00 FL Cert. 6634 May 5,20 „Mfrekcon+s�auaenxornbaoed essho n srrss Qugnvolrvc-vao oseLponpormet andisfcsrecsa,.rdbe ing component. 0edgn valid for use only MTek cornprope lhode3gnbbasetlonlyupon peoporaersshownand'efor �° npwith oIn-nattubcll Qncomponent. of component Irachg ro of er-notions he res r. &acUrg shown Applicis for ability of design porvidual rs and proper inco0s Additional d ring construction the AdditureItem lnuueng coneneralo pwa fifty gto nas albuty desitlumg generalg ucloncesponardbg of erector. Ad dpermanentgecNg of the overall regarding erector. Adupport ofindimmbrobmembeovera Istheonadt vlNSIofthebWtlingdno, _MiTek' - DS.For io quality storage. erection anabro co Bulldog Awandri Quality Criteria, DSB-89 and BC5l Balding Component East 81 N. Lecmg, Sv 31Z Safely Inlotmaflon wadable from Lsas plate trntitute, 791 N. Lea Skeet Site 312 Alexondrla. VA 22314. Safely I Information valo lefro Plate 411 Tampa, FL 336104115 Tmpa, FL Job Truss Truss Type City Ply Laurel Rear Porch T4070881 M10837 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Thu May 05 10:01:03 2011 Page -1.5-0 6-8-12 3- 1-5 6-e-72 &1-5 ' Scale = 1:20.8 4 2.83 12 30 M1120% 3 8 7 2 1 9 10 6 11 5 3x4 M1120= W M112011 3x4 M1120= 6.8-12 6-8-12 Plate Offsets X 5:0-0-20-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 H02(TL) 0.01 5 Na n1a 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 X4 SYP No.3 Ml recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=45/10echanical, 2=455/0-11-5, 5=112/Mochanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3). 2— 405(LC 3), 5= 249(LC 3) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 26--439/695, 5-6=-439/695 WEBS 36-0/333, 3-5= 802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 Pat bottom chord live load nonconcurrent with any other live loads. {{ 1111 / 11/' 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 ��{{{W N �I� between the bottom chord and any other members. PQ • „, F� j� `%� 4) Refer to girder(s) for truss to truss connections. �� Q C E N F bearing 50 lb 4, 4051b 2 �; • S�• 5) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint uplift at joint and V� 249 lb uplift at joint S. i 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 5 M down and 14 b up at 4-4-0, 5 lbw N 68182 down and 14 lb up at 44-0, and 57 Ib down and 741b up at 7-1-15, and 57 lb down and 74 It,up at 7-1-15 on top chord, and 24 lbup aC * ; • ••• * = 1-6-1, 24 Ib up at 1-6-1, 10 Ito 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 chorC C The desigNselection of such connection devices) is the responsibility, of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9 ••• T O F C LOAD CASE(S) Standard iQ •. T • Q' �� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �i� ti �,•' \ `� Uniform Loads,,��ss E�. `�` Vert: 14 54, 2-5--20 N AX- Concentrated Leads (lb) 11111 { I q{�� Vert: 7=10(FS, BS) 8=-115(F=57, B= 57) 9=38(F=19, B=19)10=-10(F= 5, B= 5) 11= 50(F= 25, B= 25) FL Cert. 6634 May 5,20 AW4RMNG-Velfg deign Pcrmndm and RPAD NO]PS ONT816dI,m 1NCLrIDfiD ffiTFXNP.PENGNCa PdGBffi1 74M ro. 10l aBPehi lfn Design valid for use only wim Milek connectorx IIut de4gn Isbased only tpon pshovm. arometeaand h forar IndMdual budding component. �• Applicability of design paromenters and proper incorporation of component is resporuialily of buddbg designer -not � designer. &acing shown for lateral Addillonaltempaorybraelngtolnvuestab2ydLi'gc«uhucllonisttleresponvbdliNot Me MiTek• is support of individual web members orgy. erector. Additional permanent bracing of the overall struchne isthe respon4bdity of Bw bull designer. For general guidance regarding fabrication quality control, storage, delivery, erection and tracing, conadt ANSI/TPII Quality Criteria, MR-89 and SCSI Building Component WN Parke East BNd. Safely Information available from Tr u Plate kul8ute, 781 N. Lee Sheet. Site 312 Alexandria, VA 22314, Tampa, FL 336104115 Job Truss Truss Type Cly Ply Laurel Rear Pwch T4070882 M10837 KJe MONO TRUSS 2 1 ' Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140s Oct 1 2009 MiTek Industues, Ix. Thu May0510:01:042011 Page -1-5-0 7-3-4 11-3-0 — — 1-5-0 1 7-3-0 b11.12 l Scale = 1:20.6 4 2.83 12 3x4 M1120% 3 8 2 7 6 3x4 M1120= 2x3 MII2011 30 MII20= 5 7a-0 11-3-0 7.34 I 3-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 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 Inv NO WB OAO HOrz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structure] wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=48010-11-5. 6563/Mechanical Max Horz2=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=14fC Cat. II; Exp C; enclosed; MWFRS (lov rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This muss has been designed for a 10.0 psf bottom chord live load nonconcurrom 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 229 Ib uplift at joint 4, 373 lb uplift at joint 2 �\\ QP,. • C E N • •.;� �i� 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 from (F) or back (B). N 68182 •� LOAD CASE(S) Standard •' nlr 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo .9 Vert: 1-6 -sa T F : u/ Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4= 152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5=-56(F=-18, B= 18) �Q .•,C p, : \_�; O % /1111I111L, FL Cert. 6634 May 5,20 ➢1ho R a]oTJ 6gnv@dforusoponywtn pvmvetenmd R�DNgn aIItdVCspefor an dividual Dedgnvalitl fa De slouad Hoyt on oaraet ing component IIusdaigtion Mtassan esignp ra ro,aerctom of componponpaametersshown,and5eeigne-nottruodecingcompong sn ApplloabiliNofpWofpavmeniwebme ro wordy. Addifi oitemprayn achgrmiB ofbuidvgdesgner-nottrusstherepombOlityof n n far lateral of ucl web members very. Additional temporay Gachg to ddy tlum,g isthe the i171TQk diPPor1 resrey of lure ing vector. Additional permanent rman d li of the overall a 0ontythe buiy r general g For general guldonceregardingornpoen storage. clion andsinbr itng, consult rP Cr stsl, DSBner. and BCSIBuOdmg Component fobdwnfor quion 6e04Palle Eal Berri. A2231,WB-89 safety Information wadable from Truss Plate hssttlute, 781 N. Lee Sheet. State 312 Alexantltl¢ VA 22314. valab,storage,delivery,erectionand. Lee Stg,conv4t 31 Z Alexandra Tampa, FL 336teL115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 Center plate on joint unless x y IC offsets are Indicated. I 6-4-8 I dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths, ^ (Drawings not to scale) Apply plates to both sides of truss I I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal orX-bracing, is always required. See BCSI. 1 r 2. Truss bracing must be designed by an engineer. For 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative L I, or Eliminator T bracing should be considered. CI-2 C2-3 WEBS 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. O u >> 3 �y� ]A4 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate U 2 designer, erection supervisor, property owner and plates 0-Inc from outside 0- U all other Interested parties. edge Of YfU55. 0 5. Cut members to bear tightly against each other. cr-e co- csa 10 BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol Indicates the 8 7 6 5 joint and embed fully. Knots and wane atloint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated or green lumber. The first dimension is the late p CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 0. Camber ia non-structural consideration and Is the width measured perpendicular 4 x 4 responsibitlity of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection, the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS Indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that �t 7 Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, specified. by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing Indicated on design. If Indicated. 95110, 84-32, 96-67, ER-3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MITekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section iur. �� number where bearearingsngs occur. o 17. Install and load vertically unless indicated otherwise, 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. w ■ p and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. iTe k BCSI: Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, POWER To PERFORM.'* ANSOPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10208 n n MIN, SETBACK REG. FRONT SIDES CNR SI[ REAR s ca V z Vtl F� 0 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: n RCH Street: hi3 \a*_ q Q(\ � Builder Name: WYNNE �j Permit Office: ""I �j """ N. City, State, Zip: PORT ST. LUCIE , FL, 34983 Permit Number: IFC9L 0 Py 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 1355.50 ft' 3. Number of units, if multipleb. multiple family 1 WA R= ft' c. NIA R= ft' 4. Number of Bedrooms 2 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1499 a. Under Attic (Vented) R=30.0 1499.00 ft' 7. Windows Description Area b. N/A R= ft' a. U-Factor: Sgl, default 114.00 ft' c. NIA R= ft' SHGC: Tinted, default 11. Duds It. U-Factor. WA ft' a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 51 ft' SHGC: 12. Cooling systems c. U-Factor: WA ft; a. Central Unit Cap: 28.0 kBtu/hr SHGC: SEER: 14 d. U-Factor. NIA ft2 13. Heating systems SHGC: e. U-Factor. N/A ft' a. Electric Heat Pump Cap: 26.4 kBtu/hr SHGC: HSPF: 8 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1499.00 fN a. Electric Cap: 40 gallons b. N/A R= ft' EF: 0.95 e. N/A R= ft b. Conservation features N one 15. Credits Pstat Glass/Floor Area: 0.076 Total As -Built Modified Loads: 26.41 PASS Total Baseline Loads: 31.64 I hereby certify that the plans and specifications covered by Review of the plans and Spt? this calculation are in compliance with the Florida Energy specifications covered by this �FZFifi y = t Bp Code. calculation indicates compliance y�+` "4 _ with the Florida Energy Code. F. mr., o� ix '''• .•, °;, �O PREPA ED BY: Before construction is completed r - DATE: tot this building will be inspected for y compliance with Section 553.908 a I hereby certify that this bui Ing, as design co liance Florida Statutes. with the Florida Energy Code. t+'pD WE �LV OWNERlAGENT: _. BUILDING OFFICIAL: A - _. DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 1/14/2010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNE LAUREL - REAR PO Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1499 Lot # Owner. Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WYNNE Rotate Angle: 270 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City, State, Zip: PORT ST. LUCIE , Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 156 It 0 1499 ft' 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1580 ft' 250 ft' Medium 0.9 N 0 18.4 deg ATTIC / V _ # Type Ventilation Vent Ratio (1 in) Area . RBS IRCC 1 Full attic Vented 0 1499 ft' N N CEILING . # Ceiling Type R-Value Area Framing Free Truss Type 1 Under Attic (Vented) 30 1499 ft' 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing R-Value Area R-Value Framing Solar Fraction Absor. 1 'N Exterior Concrete Block - Int Insul 4.1 148.02'ft' 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 379.9 ft' 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 315 ft' 0 . 0.8 4 W Exterior Concrete Block- Int Insul 4.1 512.6 ft' 0 0.8 1/1412010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 2 of 6 DOORS # Ornt Door Type Storms U-Value Area _ 1 N 2 E Wood Wood None 0.6 None 0.39 21 ft' 16.25 ft' WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). / V # Ornt Frame Overhang Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W Metal 2 E=>N Metal 3 S=>E Metal 4 S=>E Metal 5 S=>E Metal 6 W=>S Metal 7 W=>S Metal Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 N 16 ft' 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 W 1 ft 0 In 0 ft 6 in No 1.3 0.64 N 26 W 10 ft 0 in 0 ft 6 in No 1.3 0.64 N 15 ft' 1 It 0 in 0 ft 6 in No 1.3 0.64 N 15 ft' 1 It 0 in 0 ft 6 in No 1.3 0.64 N 16 ft' 1 It 0 in 0 It 6 in No 1.3 0.64 N 20 ft' 1 it 0 in 0 ft6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None INFILTRATION & VENTING / V Method — Forced Ventilation — Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Wafts Default 0.00036 1415 7.08 77.7 146.1 0 cfrn 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 384 ft' 384 ft' 64 It 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 - 28 kBtu/hr 840 cfm ' 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 26.4 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation _ 1 Electric 0.95 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 1/14/2010 6:36 AM . EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS — Supply — — Return -- Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 51 fN Attic 20 fP Default Leakage Attic (Default) (Default) % TEMPERATURES Programabl�eXThermostat: Ceiling Fans: . Heating IX] ]]Y Jan fX) Feb [[XX]] [X] Mar [[XX]] LXl Apr May Jun [[XX]] iX] Jul [[XX]] [X] Aug [[XX]] [X] Sep �[XX]] LXl No Dec Venting [X111111 Jan [R) Feb [X) Mar lx] Xj May Lxl Jun [[�X111 Jul [X) Aug [JC) Sep O8cl lxl ct [X� Nov ( Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 - 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/14/2010 6:36 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 110OA-08 ADDRESS: Code Compliance Cheklist Residential Whole Building Performance Method A - Details PORT ST. LUCIE, FL, 34983 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 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 cfrn from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 1/14/2010 6:36 AM EnergyGaugeO USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) .DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 3 The lower the EnergyPerformance Index, the .,- more efficient the ho is OPY PORT ST. LUCIE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1355.50 ft2 3. Number of units, if multiple family 1 b. N/A R= ft2 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft. 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 1499 a. Under Attic (Vented) R=30.0 1499.00 ft2 7. Windows" Description Area b. N/A R= ft' a. U-Factor. Sgl, default 114.00 ft2 c N/A R= ft2 SHGC: Tinted, default 11. Ducts b. U-Factor. N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 51 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 28.0 kBtu/hr SHGC: d. or: N/A ft' SEER: 14 SHGC; SHGC: 13. Heating systems e. U-Factor: N/A ft2 a. Electric Heat Pump Cap: 26.4 kBtu/hr SHGC: HSPF: 8 8. Floor T es YP Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1499.00 ft' a. Electric Cap: 40 gallons b. WA R= ft2 EF: 0.95 c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energ Efficiency Code for Building Construction through the above energy saving features w Ich will be installed (or exceeded) in this home before final inspection. Otherwise ew L Display Card will be completed based on installed Code compliant feat Buil� iier�Signature: Date: Address of New Home:._�rJ City/FL Zip: 3�1Q5\ '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 9 - Pro Job: wfi � htsoft Project Summary � Date: JANUARY 15,2010 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.corn - _ PORCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 o _ ILE CNFO 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 20146 Btuh Ducts 2203 Btuh Central vent (26 cfm) 810 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 23160 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 1499 1499 Volume W) 13168 13168 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 99 50 Heating Equipment Summary Make Carrier Trade BASE 14 PURON HP Model 25HBB33OA30 ARI ref no. 3025424 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47OF 27 OF 1000 cfm 0.045 cfm/Btuh 0 in H2O Summer Design Conditions Outside db Inside db Design TO Daily range Relative humidity Moisture difference 90 75 15 L 50 61 OF OF OF % gr/lb Sensible Cooling Equipment Load Sizing Structure 18149 Btuh Ducts 2607 Btuh Central vent (26 cfm) 434 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 0.95 Equipment sensible load 20131 Btuh Latent Cooling Equipment Load Sizing Structure 2309 Btuh Ducts 756 Btuh Central vent (26 cfm) 1100 Btuh Equipment latent load 4165 Btuh Equipment total load 24296 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade BASE 14 PURON HP Cond 25HBB33OA30 Coil FX4CNF030 ARI ref no. 3025424 Efficiency 11.5 EER, 14 SEER Sensible cooling 19950 Btuh Latent cooling 8550 Btuh Total cooling 28500 Btuh Actual air flow 1000 cfm Airflow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. „Lr- -t{i- wrightsoR^ RightSuite® Universal 7.1.16 RSU05864 2010-Jan-1510:38:52 ACC{\ E:\Wnghtsoft HVAC\Wynne Corp\WYNNELAUREL-REAR PORCH 2O10.rup Celc =MJB Orientation =S Page 1 Load Short Form Job: -�' wrightsoft° Date: JANUARY 15,2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE SILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project• • For: LAUREL -REAR PORCH, WYNNE BUILDING CORP. PORT ST. LUCIE, FL 34983 Design• • 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 14 PURON HP Model 25HBB33OA30 ARI ref no. 3025424 Efficiency Heating input Heating output f Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47'F 27 OF 1000 cfm 0.045 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 14 PURON HP Cond 25HBB33OA30 Coil FX4CNF030 ARI ref no. 3025424 Efficiency 11.5 EER, 14 SEER Sensible cooling 19950 Btuh Latent cooling 8550 Btuh Total cooling 28500 Btuh Actual air flow 1000 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 ROOM NAME 1 Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 69 1563 1048 70 50 GREAT RM 563 8188 7796 366 376 LAUNDRY 42 1077 2074 48 100 KITCHEN 110 713 1803 32 87 MS BATH 56 938 829 42 40 MS CLOSET 63 96 136 4 7 MS BDRM 333 5294 3949 237 190 HALL 22 33 48 1 2 BD 2 CLO 47 528 382 24 18 BDRM 2 94 3918 2693 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 41+ wrrght aft- Right -Suite® Universal 7.1.16 RSU05864 .gl.C(i EAWrightsafl HVAC1Wynne Corp1WYNNELAUREL-REAR PORCH 2O10.mp Calc = MJ8 Orientation = S 175 130 2010-Jan-15 10:38:52 Page 1 Entire House d 1499 22349 20756 1000 1000 Other equip loads 810 434 Equip. @ 0.95 RSM 20131 Latent cooling 4165 Tl1TA1 C4A .rnnn nnnn v .i.-v II.. GJIVV G1LJV IVVV �VVV Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -Ff-1- wrightsofi• Right -Suite® Universal 7. 1.16 RSU05864 2010-Jan-15 10:38:52 ACCA EAWrightsoft HVAC1Wynne Corp1WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJB Orientation = S Page 2 +I+ m rightsoft• 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: comfoncontmlofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 164.0 it 6.0 It 3 Ceiling height 8.8 it d 8.0 It limt/cool 4 5 Room dimensions Room area 1498.5 ft2 6.0 x 11.5 It 69.0 ft2 Ty Construction U-value Or HTM Area (ft' Load Area (ft2) Load number (Btuh/ft2--°F) (Btuhfftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat TCool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 u11 II----GD 13AB-Goes 1A-rtob 11J0 13AB-Oocs 1A-Mom 13AB-0ocs 1A-Momd 1Da2ow 113c2ow 13AB-0ocs -Mob 1A41ob 13AB-Oocs 0.258 1.080 0.600 0.258 1.770 0.258 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80 7.22 35.56 7.22 35.56 15.96 15.95 7.22 30.24 30.24 7.22 5.13 21.23 17.40 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 148 20 21 413 6 315 39 15 15 551 20 20 216 107 0 21 407 1 246 39 15 15 511 1 1 200 773 605 353 2942 213 1777 1387 239 239 3693 605 605 1443 549 425 365 2091 299 1263 944 304 246 2625 862 837 593 48 0 21 0 0 0 0 0 0 0 0 0 92 27 0 21 0 0 0 0 0 0 0 0 0 92 195 0 353 0 0 0 0 0 0 0 0 0 665 139 0 365 0 0 0 0 0 0 0 0 0 273 lQJ `C 1pJ ill----.GGG W EsIA R T-D 11D0 1613-30ad 0.390 0.032 n - 10.92 0.90 11.31 1.68 16 1499 18 1499 177 1343 184 2517 0 69 0 69 0 62 0 116 C F 19C-19cscP 0.049 - 0.48 0.25 1499 1499 713 382 69 69 33 18 6 c) AED excursion Y01 -22 Envelope loss/gain 17107 14687 1307 888 12 a) Infiltration b) Room ventilation 3039 0 832 0 102 0 28 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 1 2 230 2400 0 0 0 0 Subtotal (lines 6 to 13) 20146 18149 1409 916 14 15 Less external load Less transfer Redistribution Subtotal Duct leads 11% 14% 1 0 0 0 20146 2203 0 0 0 18149 2607 11% 149/6 0 0 0 1409 154 0 0 0 916 132 Total room load Airrequired(cfm) 22349 1000 20756 1000 1563 70 1048 50 Printout certified by ACCA to meet all requirements of Manual J 8th Ed �}+- wrigifisofY^ Right-Su0e® Universal 7.1.16 RSU05864 2010-Jan-1510:38:52 ACCA EAWrightsoft HVAC1Wynne Corp\WYNNELAUREL-REAR PORCH 2010.rup Cale = MJB Orientation =S Page 1 +�+mirightsoft2 Right-J@ Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1601 SE SILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-7859144 Web: comfoncontrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 Room name GREAT RM LAUNDRY 2 Exposed wall 60.0 It 6.0 It 3 Ceiling height 9.8 It heattcool 8.0 R heat/ccol 4 5 Room dimensions Room area 1.0 x 563.3 It 563.3 ft- 7.0 x 6.0 It 42.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Lead number (Btuh/ftMF) (BtuNit2) or perimeter (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6%t�j13AB-OOCS 11 to-rlob 11J0 13AB-0ocs 1A-r1am 13AB-Occs 1A41omd 1Dc2ow 1Dc2ox 13AB-0ots 1A-r1ob 1A-Mob 13AMocs 0,258 1.080 0.600 0.258 1.270 0.258 1.270 0.570 0.570 0.258 1.080 1.080 0.258 n n n a a s s s s w w w - 7.22 30.24 16.80 7.22 35.56 7.22 35.56 15.96 15.96 7.22 30.24 30.24 7.22 6.13 21.23 17.40 5.13 49.79 5.13 24.20 20.29 16.41 5.13 43.09 41.86 2.97 0 0 0 0 0 196 39 0 0 294 20 20 0 0 0 0 0 0 157 39 0 0 254 1 1 0 0 0 0 0 0 1134 1387 0 0 1835 605 605 0 0 0 0 0 0 806 944 0 0 1304 862 837 0 0 0 0 48 0 0 0 0 0 0 0 0 56 0 0 0 48 0 0 0 0 0 0 0 0 40 0 0 0 347 0 0 0 0 0 0 0 0 287 0 0 0 246 0 0 0 0 0 0 0 0 118 W- Et-v P I--D 11D0 16B-30ad 19C-19cscp 0.390 0.032 0.049 n - - 10.92 0.90 0.46 11.31 1.68 0.25 0 563 563 0 563 563 0 505 268 0 946 144 16 42 42 16 42 42 177 38 20 184 71 11 C F 6 c) AED excursion 459 -04 Envelope loss/gain 6338 6301 869 585 12 a) Infiltration b) Room ventilation 1043 0 286 0 102 0 28 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 1 0 230 0 0 1 0 1200 Subtotal (lines 6 to 13) 7381 6817 971 1813 14 15 Less external load Less transfer Redistribution Subtotal Duct lcads 11% 14% 0 0 0 7381 807 0 0 0 6817 979 11 % 14% 0 0 0 971 106 0 0 0 1813 260 Total room lcatl Alr required (cfm) 8188 366 7796 376 1077 48 2074 100 Printout certified by ACCA to meet all requirements of Manual J 8th Ed �}� wrigF2csoR- Right-Suee® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 ��. 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N m O+ 0 0 0 O O O O O O O O O 3 $ 8 V N (V� (V� J m fmi� V V O O O V O O O O V m m N O N O O O O O O O O O O O O L1 o D oo b"i �o'io 00000000rn �'000� o 0 � o $'i �'o 00000000+mono mN x 6, 3y x m x Nm N�000 � m �.}0000000000wm000 � o om O fND S A O O O A O O O V J W A A O O O O O O O O OtmO 0 0 0 O 0 W m m 3 2 O rt ?1 VI m p y i +�+ 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: comfortconlrolofslc.com Job: Date: JANUARY 15,2010 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 It 51.0 It 3 Ceiling height 8.0 It heat/cool 8.5 It heat/cool 4 Room dimensions 7.0 x 9.0 it 1.0 x 332.5 it 5 Room area 63.0 ft2 332.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (112) Load number (B1uldit2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) Heat Cool Gross N/PIS Heat Cool Gross NIP/S Heat Cool 6 V}J 13AB-0ocs 0.258 n 7.22 5.13 0 0 0 0 0 0 0 0 11 �L---GD to-rtob 11J0 13AB-0ocs 1A-r1cm 13AB-0ocs 1A-r1omd 1.080 0.600 0.258 1.270 0.258 1.270 n n a a s s 30.24 16.80 7.22 35.56 7.22 35.56 21.23 17.40 5.13 49.79 5.13 24.20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 225 0 119 0 0 0 225 0 89 0 0 0 1627 0 643 0 0 0 1156 0 457 0 Vt! I��-1fC`i 1D12M 1Dc2ow 13AB-0ocs 0.570 0,570 0.258 s s w 15.96 15.96 7.22 20.29 16.41 5.13 0 0 0 0 0 0 0 0 0 0 0 0 15 15 89 15 15 89 239 239 645 304 246 458 IW I --+.a LC PI �--D 1A-r1ob 1At1ob oc 13AB-Os 1.080 1.080 0.258 w w - 30.24 30.24 7.22 43.09 41.86 2.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168-30ad 0.390 0,032 n - 10.92 0.90 11.31 1.68 0 63 0 63 0 56 0 106 0 333 0 333 0 298 0 559 C F 19C-19cscP 0.049 - 0.48 0.25 63 63 30 16 333 333 158 85 6 c)AED excursion -3 -66 Envelope loss/gain 86 119 3850 3200 12 a) Infiltration b) Room ventilation 0 0 0 0 923 0 253 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 86 119 4773 3453 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 11% 14% 0 0 0 86 9 0 0 0 119 17 11% 14% 0 0 0 4773 522 0 0 0 3453 496 Total room load Air re, ui,% (cfm) 96 4 136 7 5294 237 3949 190 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -4- wrGgtiesofr Right-Su8e4D Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 ACCA E:1WRghtsofl HVAC\Wynne CorpIWYNNELAUREL-REAR PORCH 2010.rup Calc=MJ8 Orientation = S Page y 000000000�0000n� m mp No 00 � 000�Q �m ai w m m 8 8 L qq OOO OOO O OOm0000NPN Nm PO m 000^N (V OI N(PV N � w m P P N U NN x popp0000p�000O�a o P N m a Z Y `v v Z O m Ey 0000 ... 0 o:$ 0 0 0 o p Q 00 o m Q 6 y d Q O C7 000000000 O O O O O m O o O O NN O O O NP m Q N PN 8 8 _ G NN �p N IN 'j 0 x p G G m p p p p p p p p p p N N (V [V o 0 N 2 P c x v p o m E o00000000p000 o�� oo y 4 V ci 8 NN�NYNNNtG vip pt�I'�O � tV (V b ry tV (V tV W NNOm Nm[V��i [VNNtV NNV m no nCO,�m nIC h��n�mI�0O00 NN �� O CCCWNyNyy3>i3'�'� c$ LL O o�mimmmiON. woo. nom^1o�luu N O m N N N N n n N O O N N O O �m OQ v�rn�y E 3 cog mTrom�m rr mLLmom LO u am o �i c 'i3 c `vo qp di E m S v`5 c aN EEC+ FaC ryCVFs p W O > C� N WfQ SNNoo Q_ L_ KE ONOO WUKK f T�ULL Q w to �gKv'io o_ �411� o ioa Wkidhtsoft' 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: comfortcontmlofslc.com Job: Date: JANIJARY16,2010 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 2 Exposed wall 37.5 it 3 Ceiling height - 8.0 ft heavcool 4 Room dimensions 12.5 x 15.6 It 5 Room area 193.8 fN Ty Construction U-value Or HTM Area (ftj Load Area Load number (BtuNft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr/ 134B-0acs 0.258 n 7.22 5.13 100 80 578 411 I�---GD 1A-r1ob 1.080 n 30.24 21.23 20 0 605 425 11.10 0.600 n 16.80 17.40 0 0 0 0 1R/ 13AB-0ocs 0.258 a 7.22 5.13 76 76 549 390 11 T--G IA -Mom 1.270 a 35.56 49.79 0 0 0 0 lqJ 13AB-Oocs 5 0 0 0 0 ILA-(CG' IA-c2ow 1.270 s 5.56 4.20 24.29 0 0 0 0 1Dc2ow 0.570 0.570 s 15.96 15.96 0 0 0 0 1Dc2av 13A84brs 0.258 s w 17.22 16.41 16.13 0 124 0 124 0 890 0 630 IWII tA41ob 1.080 1.080 w 0.22 30.24 3.09 41.86 0 0 0 0 �^ I- t t-� w 37.22 4Z97 0 0 0 0 q 13AB-0 13AB-Oocs 0.258 0.390 - 2.31 0 0 0 0 11D06B- 0.032 0.049 n - 0.92 10.92 0.48 11.68 0 194 0 194 0 192 6 349 -D C F 19G-30ad 19C-19cscp 0.049 - 0.48 0.25 0.25 194 194 92 49 6 c)AED excursion -57 Envelope loss/gain 2893 2180 12 a) Infiltration b) Room ventilation 639 0 175 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 Subtotal (lines 6 to 13) 3532 2354 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 11% 14% 0 0 p 3532 386 0 0 0 2354 338 Total room load Air required (cfm) 3918 175 2693 130 Printout certified by ACCA to meet all requirements of Manual J 8th Ed -t}► wrignGsoK- Right -Suite® Universal 7.1.16 RSU05864 2010-Jan-15 10:38:52 ACCA EAWrightsoft HVAC\Wynne Corp%WYNNELAUREL-REAR PORCH 2O10.rup Calc = MJS Odentation = S Page 6