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HomeMy WebLinkAboutSUBMITTED PAPERS- S r OFF]GEIjSEQNL!�• � � DATE FILED: I I 1 PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: l CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED E CpG '= St. Lucie County Building and Zoning c�v f 2300 Virginia Avenue 0. Ft. Pierce, FL 34982-5652 l) \ SCANNED 772-462-1553 X BY St. Lucie County APPLICATION for BUILDING PERMIT\D� CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION / 1. LOCATION/SITE ADDRESS: cs� �1\V-�� V,\<, ��' - !/ 2. S/D NAME: S p^ n i^ L a kg s I SITE PLAN NAME: 3. PROPERTY TAX ID #: Part of 3414 501 1701r n n n/ n 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26, Town. -,hip 36.-'T ana Range 40F 5. PLAT 6. PAGE T BLOCK 8. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS ��J► OR WORK ACTIVITY: (5(� � wC1i �• 10. DESCRIPTION OF CONSTRUCTION PROJECT -g�?$ familT c�csz��c h-a� — 4�Qcts 11. SETBACKS (ACTUAL) FRONT: BACK: Vz, SIDExr: � ` SIDE* 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION. ] RESIDENTIAL [ ] COMMERCIAL [.:•] INDUSTRIAL [ ] OTHER- (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. Sq. Ft./CONSTRUCTION: �•. �'� 15 15. Sq. Ft. 1st Floor: 16. VALUE OF CONSTRUCTION: $ _51 0 0 0 o0 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: _ + ADDRESS: CITY: Dirt ct T uc!A STATE: RL ZIP 34952 PHONE (DAYTIME): (7 7 2) R 7 R 5 S 13 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: STATE: PHONE (DAYTIME) ( ) CONTRACTOR INFORMATION nnnn.15 ST. LUCIE COUNTY CERT #: —4aa 9 O ST. of FL REG./CERT #: 9 9 - BUSINESS NAME: n QUALIFIERS NAME: ADDRESS: CITY: Port- 4t Lucile e STATE: PT PHONE (DAYT51E): (7-7.2)3 7 8— 5 51 3 FAX NO. — ARCHIT/ENGINEER: ADDRESS: CITY: S;tlwi>=t PHONE (DAYTD,4E): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: ZIP "449r,2 email: STATE: Fr ZIP a 49 9 r_ STATE: z i WE CITY: STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise' included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in cc with all applicable laws regu ing construction and zoning. NTRACTORx�C®NTRACTO SIGNATURE - STATE OF FLORIDA STATE OF FLORIDA COUNTY OF S T iiri e COUNTY OF qt - �.• �— The foregoing instrument was acknowledged before me this ff day of )IVlc _, 20LI by Mat -thew T Tl@ wynMo is personally kn� me or who has produced as identification. Lx::4� ewo Signature of o ary The foregoing instrument was acknowledged before me this Z:!f-day of , 20_L4_by Matthew T.y1 A� a who isjersonally known to me or who has produced as identification. Signature of lotary �diK yNNfi FN�7L J o�2o%H H'/�(N 1��4T=•�2�z P Type or Print Name of Type or ` o ROTHY ANN HAFNER �tPµV PV��DOROTHY ANN HAFNER .,- Notary Public -State IN P of Florida r�. e��lotary Public - State of Florida ComInlssio _ �. ' • _= (his Oct 2, 2012 Commission No. •; y Comm. Expires Oct 2, 2012 Commission # DU 827096 +r oQc Commission # DO 827096 "4%°; KN0,," Bonded Through National Notary Assn. Bonded Through National Notary A s . NOTE: TWO (2) SI A H a- H SIGNATURE MUST E OT I A YING FO THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. OFFICE USE.ONL'Y :BP SECTION � TOWNSHIP B6 RANGE LiO MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1STFLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER �. SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT (before 1/90) 1 1/90) REQUIRED APPROVED F. ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACT FEE' IMPACT FEE FEE REPORT PUBLIC BLD HABITABLE RADON FEE CODE 1 Q, IMPACT FEE AREA (RADON) SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE CREDIT Y N TOTAL IbPACT FEE SCHOOL : IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICFI/ MISC FEES ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES . :.... .. :: REVIEWS ZONING - ZONING PLANS MISC. VEGETATI N SEA TURTLE MANGROVE REVIEWED BY EXAMING . - DATE:, COMPLETE. -INITIALS' _ Professional Insulators of South Florida FTC Insulation Installation Certificate To. E52SHver cie County Date: February16, 2012 Re: 0092 Lot/Block: Address: Oak Drive Project: The undersigned hereby certifies that insulation has been installed in the above described nronerty as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: lFiberglass Blankets Manufacturer: Fi Foil JRock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 9 1/2 IFiberglass Blankets Manufacturer: Fiber Tek JRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: lRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: lRock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: JRock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # Wynne Building Corp Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor RON 9-MAR-2012 06:44 FROM:SOUTH COAST. Olt U / 4W.4 4:e' 410 I 1'L4b104, iI 7723446042 NX d TO: a%?r,443 I M P.1/1 PAGE 01/01 0 41VO"WINU ye Fort PWWCM, FL 34"1 "2-"2-21n it "i-w PERMIT*: 11— 4 9'- Qd BUILDER/CONTRACTOR: 1 PEST CONTROL CONTRACP PEST CONTROL LICENSE #:, We, the underggnedf hereby subterranean twmAes in a= 5quam W if area gated: TE OF TERMM tUCTION SOIL. TREX. 08 ADDRESS: dlit vm hwe prebcated Vw ib with the standards of the Nift Chexntogs used; Pe=taue of w1utlon: • /C ��d' Date of Treatimr ib -Footing ._.,161 TreabTiet t -.Rey-Tmat j Drtyes"y _^t.'t Treatment Re-17lfflt .,.Cithe' Re -Treat Tate galtons to Time of Treat m ,._Stab z* Re pwis . ,st TMENT dexAbed a Peg ContIVI 0 Rnal � for 1YiatE♦ dR w d* job �L` b � � tlp ,dy tYM A>�ertnw ae � of e� fi�pe�Cn ar tine 3/i f111 trvg/ 1� b l �1 d'ts a�aut'her p m ma M dv* �. � as each r>l: ied bertrn�ent � 8apyttar ftpra= d* p p A' a !"mod to MWanwt►ter�y party* tits% 77M TiUMMyt 14MPpnMi* tic ~ zog4 Y+f4fm 4pfpltemr, of6* d>reOM% ; ,bmba array dmmbkiv Us4 30 perr�rrt t60iarr ar wmbw d1gx&W =4 m a rff#bft d Pm4xAv&vmftm�� !>~arr�r tnevha�d lbrterrtrAb is �'11gi�► bletitbik�rtt shaA' St L UCW CmAy requku fbr th6 flael Insp Kgon fw CO, a . nut! 5ticir� to pltecad ore V n MAR 12 2 Public wo.1' . St. Lucie Cou, t_ , FL PlrOfessional insulators Of. South Florida FTC Insulation Installation Certificate To: unty Re. `' 1108-0092 Date: Febru;. ry 1.6 2012 Address. LUt/I3locic: c Drive Project: The andersi ned Izereb certifies that insulation IrAs been installed in the above describedEo as follows: F_ I. Exterior CRS walls have been insulated with: Thickness in inches: Slzillulosc Manufacturer: Flklanlcets Fi Foil R0 3lanlccts Density; R-Value. X Aluoil 12-4.1. RigPolOtl; Exterior (frame walls) lxave been insulated with; Thickness in i h Spr ay -on Ccllulosc nc es. Manufacturer: 1"+ibt°rglass 131aizlcets Density: Roc k7 Wool 131ank0ts R-Value: Alti li izinuin Foil Poll urethane 2. Ceilings (rear p01-cli) have been insulated With: Thickness in inches• 9 1/2" Spnoy-on Cellulose Fiberglass Blankets Manufacturer: Fiber Felt Density: Roe].. Wool Blankets R-°Value. X gibe; glass Blown R-30 Celli llose .Loose Fill • Ot)ze r Collings (Vaulted/Catheclraq insulated with: Thickness in inches; Fibet glass Blankets Manufacturer: Fiber glass i,00sc Fi11 Density; Rock. Wool . R-Value: X 1+ibel ;lass Blown Cellul'nse Loose Fill Other 3. Interior ktleerwalls [lave been insulated with: Thickness in inches: Fiber;,lass Blankets Manufacturer: Rock Wool Density: Polyurethane R-Value: 5pT'a Y oaz Cellulose - Other• 4. Garage partition walls of AX living area hove been insulated with: Thickness in inches: 91/211 Rock';Vool Blankets Manufacture'' X 1pliberf ass Blankets Fiberto ii Density: Spray an Cellulose R-Value: Polyur :thane R-30 Other .1 Thefollowing have been insulated; CBC12s 1039 W nne Buildln Cor own etc zc # General Contract/Builder I'xofessiona! 7nsuIsitors rf S p�:+a� � Insulation Contractor B A • G' :� -----MAR 12 2012 St. Lucie: cc»s:. , .._ conmnenTl 1,,,. Continental Florida Materials Inc. 17270054 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 i-IEIDELBERGCEMENTGroup 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 r ' ! l �I ,!{j� tl1 ��9 ,4 �li��> / 1/4 exposed skin areas promptly with water. If any cement mixtures get into eyes, rinse immediately permit the safe and proper operation of his equipment. Drivers are not permitted to f V'ill,IUii IYL� !u1 9I� 1 Jtl ll� U� ll iill� f and repeatedly with water and get prompt medical add water to the mix nor to go beyond the toe ,.,� / / O $ - o a q Z_ treatment. Sawing, or grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his Y ; , r..-... {"t_iff Tf-, �._ :.i ? 1'4tl'!t,Ftl_ f t 1'I_i a 1 i particles which, without the use of proper eye or acceptance of risk for any loss or damage. r . respiratory protection, could cause eye or nose I acknowledge that I have received and c.'r 1 < t 1 'rii" f_ ;i ,y .; C•,I.I(-!j irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. � the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent 9 TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 SAGENT F P.O. NUMBER/ORDERED BY SOLD TO QUANTITY QUANTITY QUANTITY PRODUCT THIS LOAD ORDERED DELIVERED CODE 1. l�. i4jl`..1 Truck # Plant # Slump Due at Job 9 i 7 6 6 4 3 3 1 PURCHASER•���__�,` PURCHASER'S AGENT ZONE I JOB NUMBER I TIMETICKETED DELIVER TO 52 Disposal: yds PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED MEASURE PRICE PRICE j i t .75 Llt!'trl.i eD FEB 16 2012 Use of Concrete gsruii e � ' �t. C'IIRTfiTfl 1�+ Calcium Air Entrain Super Plas. Drivers Name TAX .�.'� .r Cl CONCRETE TESTED listlf?j L%.lr.� I.rrdYI' y TOTAL Delivery Instructions r:l ISTr)AAFR 1. WARRANTY: The materials sold by Continental Ft Vaterials Inc. (hereinafter "Continental") are warranted fc ar from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written., oral or implied). including —y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any Indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses -as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the ,goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but-not.limlted 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 o: any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other iortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3. DUE_DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 per month. 4. COLLECTION._CO..S_.TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy avid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward Couaty, 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, D.E..._L..IV.ERY..SITE._C_..ONDITI_ON.S: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchasor shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One 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.ENVIRONM_ENTAL_CHARG,E: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNICALASSISTAN E: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODI_FICATI.ON..OF_TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agen! 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. ERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. cqhmnenTl Continental Florida Materials Inc. — 17 2 7 i0 5 5 �! 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 Tel: (954) 858-0780 H E I D E L B E RG C E M E N T G CAUTION!! Freshly mixed cement, mortar UNLOADING Drivers are prohibited ro u p concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions NMI� IN ��� lul skin areas promptly with water. If any permit the safe and proper operation of his iPPP�����IIIQj)/exposed �7",4 I d cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to r 1 3 `gin 4- - 8 6 cr and repeatedly with water and get prompt medical add water to the mix nor to go beyond the �g /L -yam / O — `Jd_ treatment. Sawing, or grinding of concrete masonry units may result in the release of dust curb line, except upon the authorization of the Purchaser/Purchaser's Agent and his r f f i y r7 ''`"' "`a a "` F0RT 1C'- `C* "' / I;t)1'I"RE f E ( LAr •I I' particles which, without the use of proper eye or acceptance of risk for any loss or damage. ,_ respiratory protection, could cause eye or nose I acknowledge that / have received and ;! l % t LLV IT r? I:1.1�r3!) irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. �F;y --uy .i;.-- 7t>it.b Curb lihe crossed at Purc,haser/Purchaser's Agent request. Initials of Purchaser/Purchaser's the products sold by Continental Florida Materials Inc. are available upon request. I understand and agree to the terms on both the front and back of this ticket. Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 S 7 6 5 Q 3 2 1 PURCHASER/ PURCHASER'S AGENT P.O. NUMBER/ORDERED BY I ZONE JOB NUMBER - TIMETICKETED SOLD TO DELIVER TO QUANTITY QUANTITY QUANTITY THIS LOAD ORDERED DELIVERED a'i.Ui_l t :It;.y .. H)RT 5 �.1i:i l-r-- j Concrete Disposal: PRODUCT PRODUCT DESCRIPTION UNIT OF CODE MEASURE w1., GQi I G. 0G t 6. I.Sk1 Truck # Plant # Slump Due at Job ;71_1 F19H � Y it Ri II_t_{ tTr_D e 75 L3t /YD i? Use of Concrete I Calcium pp _ Air E)ntrain Super Plas. Drivers Name ❑ CONCRETE TESTED yds UNIT EXTENDED PRICE PRICE SUB T OTAL TAX TOTAL DelivPry 1.1 ].-,1 1 RVII-H r r 1, WARRANTY: The materials sold by Continental j Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from detects in material. This warranty is exclusive and is in lieu other warranties (whether written, oral or implied), includ y warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE. REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or Services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased trom Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost; wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase data. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLEQTION CQS.TS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE./LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITEE CONDITIQNS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITF_: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery; otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIM Ujvi LOAD CHA.gGE: 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.WAITIING-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 he assessed. 13.SPECIFICATION: Unless specialty 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.TECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15 _SAFETy_DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 1I&MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, If. at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative, 13-FEB-2012 01:54 FROM:SOUTH COAST 7723446042 TO:4626443 P.1/1 CW VQi [nt4 11:4U r r A4CZC t tiA-t; INbl-t IL45 PAM till01 - i i i VG I: IFUt PL� 2-21n CERTnl iE OF TERMUE „ . ' TMEN � QN �,icl N SOIL"� I lWi FErr s- oo 9 3013 : ,5a �. C/ `,< ol-Af BUILDMJCQM7MaOR: �s PEST CONMOL co R. REST CONMOL UCEfi ! we, taw WWW14M4 WOW ow t to h" ; d � ra subwn� er:mt�s aaco�dr r:e wM the ttte ar ; Oorltml J�atltlon. S4uam tea if am tad: the UNW: pomontese of salon: TOW gang used �a �y,� ���y 3 +�yG4IMat ~ DOE ofI I c� imt f other —MMA fb ,. ffyy � ram• X. AM mm*hw, % 12 fiw�++ r a�ppmr�Ae da► to erwamw r ►1�r pwi* 7hr rie t C Cshrl'P d<PptaoMA!f A r a�Mr a qr+� d o h AIWAX a w per*nranib�ars�Ib�r # msaafar ,n�tactJYrrb e®enI BFIftsay Armes � taaq l�l b�bAdKrlisU 1#�r�ErrwR..� 'aorr�le!l�dpr�r�o i r)fi YiM /� �/�1;� i f�1rm"Fa - --. _' .. 1 an &I, 13 2012 i p conTinenT Continental Florida Materials Inc. /� 1722174 13450 W. Sunrise Blvd., Suite 430 1 Ii1NFYt11111fl IA n11Rh pYlel menu mf°ra rnraa nn�� anwr Sunrise, FL 33323 ■ "`+►°`" Ilt'"' " ""'^l/ W"°' "t�°l� I " "1 P"''. V Tel: 954 858-0780 H E I D E Ei "'C c ECM r Tu � � CAUTION I I Freshly mixed cement, mortar, UNLOADING Drivers are prohibited ro u p grout 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 {' t_� F'. A J. t 121 ,l... S� ? 1,1•�4 it l;l� o E I-'I_�tl rt ! cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treatment. Sawing, or grinding of concrete curb line, except upon the authorization of /t 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 / acknowledge that I have received and �J irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida / understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both- the front and back of this ticket. Agent 9 TOTAL WATER I ase 10 9 8 7 6 a ;4 3 S 1 PURCHASER PURCHASER'S AGENT �/� ,/�%�✓ PURCHASERIPURCHASER S AGENT P.O. NUMBER/ ORDERED BV. . " "A -ZONE �-.'JOB NUMBER TIMETICKETED DATE TICKET SOL,TO:ti y G`�I DELIVER TO — FW- TT NFN~ a AIAA3 C:[.31,Il,RFF `I E 50:� 'l. L."Jeri OPs Pi31kl' c,'r LAN..., Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD, ORDERED DELIVERED CODE MEASURE PRICE PRICE ._ .. _ .._ _ ._ _ RnQ.riFj�'�`� � Gli.•zl�;, s( tt Truck # Plant # Slump Due at Job Use of Concrete 2GCt: a. J. SUBTOTAL . Calcium Air Entrain Super Plas. Drivers Name+�+ "�'° "' r'��;"Hari f��iti�i a; )TAX ❑ CONCRETE TESTED TOTAL Delivery Instructions CUSTOMER Special Instructions 1. WARRANTY: The materials sold by Continental Flo laterlals 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 ier warranties (whether written, oral or implied), including dry warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXCLt�S1VE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE.: Payment for all credit sales is due by the t eth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy arid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. D.E_.L.I._V.ERY_SITE .CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. if Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the. Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim 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. Il.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRQNMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATTION: Unless specially ordered. Continental concreto is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM 0-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHN[CAL ASSISTAN.CE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY_DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.M0_D_.LFICATION OF TERMS: No employee or agent of Continental has the authority, to the absence of an express writing, to make any statement, including restricting or modifying of 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 ,fy,>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 aiter'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. 17JEBM :The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser; Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or oa 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. conTim-,'lr_EnT Materials Inc. 1722023 13450 .,e Blvd., 13450 W.ie Blvd., Suite 430 JEI�E�ii7 _ Sunrise, F23 r Tel: (954) GCEME r . 780 TGroup ���� CAUTIONII .Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid prohibited UNLOADING Drivers aredehe from delivering concrete except under the t] contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his - �� cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to ,I' 2 JiL /�- �f b $ Q 1. and repeatedly with water and get prompt medical add water to the mix nor to go beyond the NE I treatment. -Sawing, or grinding of concrete curb line, except upon the authorization of masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his 4f3 l'C particles which, without the use of proper eye or acceptance of risk for any loss or damage. 9 respiratory protection, could cause eye or nose I acknowledge that I have received and Curb line crossed at Purchaser/Purchaser's irritation, The Material Safety Data Sheets for accepted the materials listed on this ticket. Agent requeSt. Initials of Purchaser/Purcha Agent Continentalorida the roductster lavailab thetand agree toeticket.s on Materials Inc. are a upon requestby both front and back of thisand Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchls Agent request. ` TOTAL WATER YARDS ONTRUCK/GALS OF WATER ADDED ADDED Af�RIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIP PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE J. 'riP�li?i.trr-�l i•cf•'.(..I_�� f..�,T�itrPI_ 4 €:: QUANTITY THIS LOAD Truck # Calcium 10 9 8" 7 6 5 4 3 S 1 r1� 1 PURCHASER/ PURCHASER'S AGENT TIMETICKETED DATE TICKET 1 ?. t '35' ,'f:_ Concrete Disposal: QUANTITY QUANTITY PRODUCT I ORDERED DELIVERED CODE PRODUCTDESCRIPN �t�'t'.�<+ t'},.} _. r•-t�'+'. p_ rttl( i::r.�,' /n �.s�tS jiMl�({,, 141TI1 51-Ai Plant # Slump Due at Job Use of Concrete Air Entrain Super Plas. Drivers Name ❑ CON CRETE TESTED Delivery Instructions Special Instructions UNIT OF UNIT MEASURE PRICE tJi{fC:{i o t3 yds EXTENDED PRICE SUBTOTAL TAX TOTAL r-. �s�r rE`+ r� ��,�•', �� CUSTOMER cts in 1. WARRANTY: The materials sold by Cor �E Florida Materials Inc. (hereinafierlental") are warrantee 5 Dar fromtiledate of delivery to be free fronydeaeticular material. TI;4 warranty is exclusive and Du of all other warranties (whether vEral or implied), includir,;j,—, warrant or mcrchantabflit or fitness for aP p' propose. Continental's liability under any circumstances will not be greater than the p price of the materials supplied, the purchaser must examine the material upon delivery livery and before installation to discover an defects, latent or otherwise, and Continell not be liable for and other dame es inciudtn but not united to incidental, 4 direct, consequential, special or delay damages, loss of profits, or any other damages art 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 &al is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive rernod a ains1 ental in the event the goods, materials or services e or economic losses as a supplied by Continental are alleged to be defective and/or are alleged to have cau chaser to suffer personal injury, loss of life, property, then i result of,breach by Continental of any and all of the foregoing express or implied es, or as a result of any negligence, strict Lability, or other ty purchaser conduct r statutory violation by Continental, shall be limited to, and shall not exceed the purchase pric goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages includ t not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages. including damages for pain and suffe ental 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, dem cause of action against ct co Continental for breach of any in co obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict f/ 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. I 3. DUE DATE: Payment for ali credit sales is due by the 10th of the month following tlichase date. The Purchaser agrees that all past due accounts will accrue interest a# 1.5°° per month. I 4, COL.LECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collexx curred by Continental prier to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the PurIbr and Continental shall be Bmward County, Florida. 5, MIX CODE/LOCATIONS: The purchaser agrees to order the mix, needed, by prodxrde and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SLTE_CONDITIONS: Continental reserves the right #o determine wheih� site; for delivery requested a 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 b6uitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. g property or for unsigned 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattend te. Continental will not be liable for any loss or damage to products. p P Y delivery tickets,equipment B. DELAYS: Continental shall not be liable for an dell in deliveryornon-delivery res, from an cause beyond its control of andorderUthe Purchasesfhall accepttisuch part of the breakdowns, industrial stoppages or shortages of raw materials. If Continental is Ole to complete delivery, of any p g order as Continental is able to deliver and the Purchaser shall pay for the part delivd pro rata at the same rates as the whole of the order agreed to be sold and the same terms of PY 9, OU.ANTITIE..S: This type and quantity of products delivered and detailed on thelivei ticket must be checked by to buyer at the time of delivery for signed by tale Purchaser. with t e Purchaser's order. Variations between actual quantities delivered and those show the delivery ticket must be noted , n all copies of the delivery ry oiducts musts be made in writing Invoice charges will be based on the quantities of products shown to be supplied r er the delivery ticket. Any claim for alleged short delivery p for the full quantity of products within seven (7) days of delivery: otherwise it will be accepted by Purchaser and he absence of any claim the Purchaser shall be liable to pay listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than 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 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 asssed. Y 13.SPECIFICATION: Unless specially ordered, Continental concrete is rnanufaciure ccrdiny to the provisions of ASTM C-94. Specifications for Read Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Co rete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continontal)'has added or requested Continen 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 ansin tom technical advice or assistance provided to the Purchaser. Advice and assistance provide by Continental is for Purchasers guidance only and Purchaser agrees to rely sol�'on its own architects, engineers or other technical experts. 15.SAFETY_.D_.ATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the auth��Il It, in the absence of an express'writing, to make any statement, including restricting such statements or otherwise concerning the existence or effect of any of these terms and condins or of any warranty or guarantee and no such employee e agent making any an and shall be acting on behalf of or with the consent or agreement of Continental. Tse conditions may only be alte )d or varied to writing signed by terms Officer v ry due to industry no other employee nor any other person has authority io a!ter or vary any or of these terms and conditions. Some of Continental Divisions' terms may vary 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'b thes terms, rec ardicss of any change in the legal status of Purchaser, or until the term of finis quotation, agrees to abide by these terms, regardless of any chant' in the legal status of Purchaser, or until the term of this gr'otation 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 or behalf o 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,n,Tinen T � Continental Florida Materials Inc. 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 C ` CC Tel: (954) 858-0780 NTGroup ��:D � CEMNI� CAUTION! I Freshly, mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the 8 �excontact with eyes where possible and wash truck's own power, and where site conditions osed skin areas rom tl with water. If an P promptly Y Y ermit the safe andproper o eration of his P P T 5 , t 111 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to CJ ®o 9 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 h�/�'�? �'G��-- FORT rifff i l "'i li if 1;� (y,',p lj ¢' masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his W.��1. t�:i� Zfl���^ particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold bylContinental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent A g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ,.ADDED Agent request. f PURCHASER/PURCHASER S AGENT P.O. NUMBER/ORDERED BY SOLD TO RODI`izr u' I lALI.,S QUANTITY QUANTITY THIS LOAD ORDERED lrulalriki" 't"uG`> 4rli�j f - Truck # 2402 Calcium QUANTITY PRODUCT DELIVERED CODE ie (e1Pr� Plant # Slump 13 5 Air Entrain Super Plas. Due at Job 10 9 8 7 6 5 4 3 1 PURCHASER/'" 1✓' PURCHASER'S AGENT, `ZONE 'JOB NUMBER TIMETICKETED DELIVER TO l0►-{ rE S2 I?1I.K11 OAK - Poly f 'ST Wr- Concrete Disposal: PRODUCT DESCRIPTION UNIT OF UNIT MEASURE PRICE 251141!3 P01 G 214 DAYS I.-lY il'i al_G3( cy Use of Concrete { Drivers Name I] CONCRETE TESTED SUBTOTAL TAX TOTAL yds EXTENDED PRICE Aructions CUSTOMER 1. WARRANTYf The -materials sold by Continental FI_..__ Materials Inc. (hereinafter "Continental") are warranted for 1 om 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 ar., ..-..:arty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greaterihan the purchase price of the materials supplied, the purchaser must examine the material uoon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees L�at no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE._f3EMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE.: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment. or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be [froward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rata at the same rates as the whole of the order agreed to be sold and the same terms of payment. 9. QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 10.MINIMUM LOAD CHARGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMIENTA� CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATIQN: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNI.OALAS.S.i_STAN.C...E: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.$AFET_..Y._DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16 _PF TE_.RMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.T RMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish' materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. conTinenTiContinental Florida Materials Inc. 1722027 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 ■ Tel: (954) 858-0780 H E ''L RE RG• E+IN�I G ro u p CAUTION! I Freshly mixed cement, mortar, concrete or grout may cause skin injury. Avoid UNLOADING Drivers are prohibited from delivering concrete except under the '1J��� il, (U contact with eyes where possible and wash truck's own power, and where site conditions Jil1 iUU i1 exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to Q and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 6 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of fF;T PYEK.i;'- (11 f—'0N (7 F-1.7j'F ?j„f:ay-4 masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his � � ' I V 1 r ¢1- particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose l acknowledge that I have received and F12, irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent g TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 5 4 3 S 1 PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE TICKET UI�DL y� `r?00"I,E`f miti'•>.ZA-S +Ga:EIk,CK-HE 'j .. SUA'E R 01-11; _ PORT Ei'T LAC Concrete Disposal:. yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE 3, }In VJi:,P ..'ISfn h�IVO n: t(/o U�tl! 4...f�l��, 4. 5tlo r. i3R lk, 1)FI C 141+i l) aJ1., 1'll 1(!y f.t fr 911 E i{{ .I ..: .Y t} &g a;}' =T Jq _ trr 1�4�.4 �br f ' E p{ a� . i q¢ { } wY, 4 } t �"� X2•I .""rt�.t"D�4_ n `J� Truck # Plant # Slump Due at Job Use of Concrete 2607 13; 5 SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name a, • +,F ,'+ .., Vic, TAX e,� "..+•.,.� ❑ CONCRETE TESTED TOTAL Delivery Instructions CUSTOMER 6 Instructions - -- 1 , WARRANTY: Tke materials sold by Confine lorida Materials Inc. (hereinafter "Continental'*) are warrantei year from the date of delivery to be free from detects in material. -this warranty is exclusive and is In lieu of all other warranties (whether written, oral or implied), incluaing any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upQn delivery and before installation to discover any defects. latent or otherwise, and Continental will not be liable for arid. other damages including, but not limited tc<inciclentaO indirect, consequential, special or delay damages. loss of profits, or any other damages arising out of the breach of any obligations under this agreement.. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lostwages, 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 fat, breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1 .5% per month. 4, COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5, MIX CODE/L - OCATIONS: 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 CON DIT1.019S.: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. & DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cause beyond its control including but not llmite,l 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 rataat the same rates as the whole of the order agreed to be sold and the same terms of payment. 9, QUANTITIES; This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the Purchaser's order. Variations between actual quantities delivered and those shown on the delivery ticket must be rioted on all copies of the delivery ticket signed by the Purchaser. Invoice charges wilt 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. I OMNJMUMIQAQJCL16BGE: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ton yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no,charge. After sixty minutes there will be a charge of $1.50 per min. 12.17INIVIRONMENTALCHARGE: A $5.00 per load environmental charge will be assessed, 11SPECIFICATION: Unless specialty 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,IEQHN1QALABSI[STANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts, 15.SAFETY._DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of those terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but ail changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this, quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative, PURCHASER/PURCHASER SAGENT P.O. NUMBER/ORDERED BY ZONE SOLD TO k N.0➢)HF_Y HALi_ S HEI I Continental Florida Materials Inc. '' 1722030 13450 W., Sunrise Blvd., Suite 430 r L Sunrise, FL 33323 f. Tel: (954) 858-0780 CAUTION I Freshly mixed cement, mortar, UNLOADING 'rivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to �� and repeatedly with water and get prompt medical -add water. to -the mix nor to go beyond the a _ i _ treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT P I ERICL 03) CONCRETE PLANS masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his a rl78 SEIlAI_ l � Ft(.WAD - particles which, without the use of proper eye or acceptance of risk for any loss or damage. respiratory protection, could cause eye or nose I acknowledge that I have received and irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. AAgent TOTAL 9 4 WATER Initials: of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 10 9 8 7 6 6 4 3 S 1 ARRIVAL TIME START POUR TIME ', FINISH POUR TIME ,LEAVE -JOB TIME • " ��'p") R..- �'✓ f:�`Ar �, .� .. �. t' +`r PURCHASER/ PURCHASER'S AGENT JOB NUMBER TIMETICKFED DATE DELIVER TO Concrete Disposal: QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE Dh O. (Ll`11+ t 36. GO _ 6. Ottell c:5"440 6y-- (( tt e•Jr("'fal10 P91 Q tit i!3AYIj WITH SLA lcy 8. 0951, tr 0 J 1p iz1?mot aLlrwFj F 110,11 1- It B Q I i t 1 T f 5 0 €.LAS t3 i ��t16 _ " . 1�UEL. t rillkl`_ Fa Truck # Plant # Slump Due at Job Use of Concretb SUBTOTAL Calcium Air Entrain Super Plas. Drivers Name rr,.r.rr�r�a rnt`rs; TAX ❑ CONCRETE TESTED TOTAL TICKET 1353953 f yds EXTENDED PRICE Delivery Instructions CUSTOMER 1 . WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted i ear from the date of delivery to be free from defects in material, This warranty is exclusive and is in liar. other warranties (whether written, oral or implied), includii., warranty or merchantability or fitness for any particular purpose. QontinnIAT`s liability under any circumstances will not be greater than the purchase price of the materials supplied, the Purchaser must examine the material upon 3"elivery 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 Mridinital, indirect, consequential, special or delay damages. loss of profits, or any other darnages arising out of the breach of any obligations under this agreement. Purchaser farther agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2, EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses aE result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutc violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay,, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchasers use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the I Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will ac( rue interest at 1 .5% per month. 4, COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy aris e for post -judgment -- -collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida, 5. IVIIX 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. D.E.L.I.VERY S-IT..E.,.,.C.O..N..D..].Tl-.OuS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7, UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 8, IDE LAY 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 rata at the same rates as the whole of the order agreed to be sold and the same terms of payment, 9, QUANTITIES: This type and quantity of products delivered and detailed on the delivery ticket Must be checked by the buyer at the time of delivery for compliance with the Purchaser's order, variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products listed on the Continental delivery ticket. 1 O.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 ton yards. 11.1A 1AITING TIME; A maximum of sixty minutes per 110 yard load will be allowed a, no charge. After sixty minutes there will be a charge of $1 .50 per min. 12.ENVIRONMENTAL unless A $5.00 per load environmental charge will be assessed. 1 3.S �_E C Unless specialty ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14JECHNICAL ASSISTANCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided 1­___.­­ .. . . ... ... _­­­ .. . .. . ....... by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 1&k6bit[5ATIflN..OFTER.m S.: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and'conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the, Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by those terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein. If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchaseorder 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. ' i REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: St, Lucie County C::amm. Devel. Dept. Code Ci:ympliance Division 23(':)0 Virginia Avenue Fort Pier(.;;e, FL 34982-5852 PERMIT NUMBER: P1. (561) 462- 2165 Fax (561) 462-1735 PROPERTY ADDRESS: (�' I L'\ "< THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EX';EED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST- WE HEREBY ACKNOWLEDGE AND AGREE AS FOLL(:)WS: 1. This temporary power release is requested for the above stilted purpose only, and there will be no occupancy of any type, other than tl"iat 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 herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fuVilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the disconnection of electrical power in the event of violation of thisagigement. r, r: gnerure: OCT 2 6 2011 / pUblic lrt!®rk / 5t. Lucie C. Orks DUHKELDERGER engineering & testing, inc. evil Density Test Report Project Name: Spanish Lakes Phase I Address: 52 Silver Oak Dr. Project Number: PSL-09-3011 (BG 10.1) Permit No: SLC1108-0092 Date Tested: 10/6/2011 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 10/6/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) , Laborato►y Proctor Ft 'td,Te is r Maximum Dry Density (pc0 Optimum Moisture (%) Dry Density (Pcf) Cone Resistance' (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 107 12 110.5 --- 7.3 95 103 Pass 2 12 107 12 110.7 --- 7.1 95 103 Pass 3 12 107 12 109.8 --- 6.6 95 103 Pass Type of Field Density Test: r ASTM D 1556 r ASTM D 6938 ASTM D 2937 Minimum Required Compaction Based on: i� AASHTO T-I80 (ASTM D 1557) AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 23333 Daily Standard Count: Density: 2521 Moisture: 641 rwxr u 1`I0. �.ar+' oit Type�,yStructur!J a y l F' s€€ ,q3' vet :. +' v s x _555 r r y 7771_,.. t s `t',. p z -... NMI Fill : *_ t+ _.i W � ?e ,. -_ _: _ 1� - � � _ _� ,� r_ � �� r � ��4`s 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Z- 44d<-Off iS �G S Elevation/Depth Referenced to: .�•. "`y- 'tl1�:i'tl°'tp''0' av'h.;#},Ax�a�4£3' Fs 3,�'S i hi 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD MSL r Other: Inches below top of final fill cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department... (1) David T. Young strXiaoyan Zheng, P.E., PhD Senior Project MO 6 2011 FL Registration No. 68330 The original of this report was signed and sealed by the registered engineer in accordance with Rule F 15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. ' Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011(10.1) Progress Report PR 19 JOSEPH E. SMITH, CLERK,OF THE CIRCUIT,;COURT - SAINT_LUCIE COUNTY FILE # 3614523 OR B( ',3312 PAGE 855, Recorda 66/d2/2011 ( .0:53 AM AFTER RECORDING -RETURN TO: 0 PERMIT NUMBER: I Thi, Spa,:c i, ,,::i•r.cd Par, r,•,:onlim: id'. / NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. I . DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:• 3 4 1 4 — 5 01 —1 7 01 — 0 0 0 9 SUBDIVISION Sp- tBLOCK TRACT LOT BLDG UNIT 2.GENERALDESCRIPTIONOFIMPROVEMENT: single family residence 3. OWNER INFORMATION: a. Name Wynn P- a' i 1 A ' D g r" r J,C3 b.Address 8000 S. US1r Suite 402, PSL, FL 34952 c.interestinproperty d. Name and address offer simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation BODO S. US1r Suite 402, PSL, FL 34952 772-878-5513 S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 ())(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr. PSL, FL- 201-8418 B. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) Matthew Lyle Wynne, Vice-PrQsiAent. 7»i Signature of Owner or Print Name and Provide Signatory's Title/O (Fee Owner's Authorized Ofricer/Director/Partner/Manager State of Florida County of St-- Lurie The foregoing instrument was acknowledged before me this / ST dey of i4u6,,t .20 ' By Matthew Lyle Wynne as i/Lr-E loxeS114 NT- (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact) Fn,Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known iXor produced the following type of rD: DOROTHY ANN HAMER c'+P e; Notary Public - State of florlda 1 laROlHY NNN KfiFT/E7t ..� /Ya/L.. ��' My Comm. Expires Oct 2, 2012 (Printed Name of Notary Public) (Signature of No Public)— t8r:d so'Llde`,e Commisalon I DO'827098 Bonded Through Nalloml.Notary Assn. Under penalties of perjury. I declare that 1 have read the foregoing and that the facts in it are Iruc toe bes tht o m a e, e Ino belief (section 92.525, Florida Statutes). Signature(s a or Owner(s)' Authorize ffrcer/Direclor/Partner/Manager who signed above: By: BY R- 0N70/2007(R—dint) STATE OF FLORIDA ST, LUCIE COUNTY THIS is TO CERTIFYTHATTHIS IS ) TRUE A14D CORRECT COPY OF THE ORIGINAL JOSEam.. MI-- I CL K By' lty Clerk J l l Data: DESCRIPTION • � c I s _9 ' �•3; .............. at>r • �: z ��', � � >> *';� fnc�lr m _ I�Ir:.. li Z. I 11Z 31� lry �.;ty:�L A tit 1 fl*• �rrti ,y !•� fx aV��'i�'? C,,r y 3'�-�inl. F t3sy i�a�3 ' . �'fi�F�F�,'�� 'x' � a.� ��^1v�4�'i�.tosr �I 4FD .� � end j�f�ete yJ�h,l� �'Lt T� I 7 .>. {o Yl �, 1- 11..r I it)� 4 ray I 11 lY+. Yf I ��["tr 71i Y4Jcl .l kJS� .Y5 I 6'Y r , �' f,IT j,��'Jt`1 iry iJ V 2?il� f. �[`ld��/'ts-�i+'� L- � •i- � � ly � � �;iw� 2. I. j f yh :C.1� �•V ' +t4' n .t � � -1 �'Y.,� R.` r aggo;r'ft 1 1 kF(�� @piaw [4+' C� e� k I {� e I • , T IF,I� .Ir arl ��I y }.t q �� f'i � No. DESCRIPT1OfV Section -2- IsuILUING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Tabl�1.2(1) unless noted otherwise) Floor live load (Table R301.5) �/ 5 psf Roof live load (Table R301.6) 3 7 psf Ground snow load N 1psf Basic wind speed % Lt D mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301. 2.1.1) 1 / �, 3 Seismic design category (SDC)� [Figure R301.2(2)] / SDC C&D provisions (R301.2.2) /N 1i} ROOM PLANNING REQUIREMENTS (R303 through R305 Weathering area (& L t t . Q [ / Frost line deplh mleq —� Termite area !ff A It 1-jX'A 41 Y- Decay area /t' ifa Winter design temperature -9Z Ice barrier underlayment required Flood hazards r­- 1,4 EXTERIOR WALL LOCATION (R302) /V/,O 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Living 120 7'-0" 7'-0 5'-0" 8% floor area 4 /o poor area oining 70 7'-0" 7'-0" 5'-0" 8% floor area 4%floor area Kitchen N.A. N.A T-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7�4" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" . 5'-0 "t 3 square feet 1 % square feet . 'See Sections R303.1 & R303.3 for mechanical venlilatton and artificial light t 6'.F' min. over plumbing rixlures. Required heating (R303.8) SANITgTION (R306 and R307) y/ Water closet Lavatory - Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix I) v Floor surface noncombustible; sloped floor (R309.3) 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) X1 M Window wells (R3t0.2) GLAZING (R308) h i/r'i Exit balconies (R311.2.1) / 1-51 Identification (R308.1) ✓ Exit access or hallway ? 3' (R3f1.3) AJ 114 Louvered windows or jalousies (R308.2) �_ One exit from each dwelling unit (R31f.4.1) 1 �y,�-Human impact Toaaslfiazardbuslbmtiorrs— — c Cart#dearer (310" x 6'8" R3114 2) (R308.3/R30B.4) - L-l"" Landings for doors (R311.4.3) �C7 Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13/e" solid wood doors, 20-minute fire -rated doors (R309.1) A/ % Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/e" Type X re- quired below habitable rooms (R309.2) -3- °'' If Stairways; minimum width = 3'0"; maximum stair rise = 73/4"; minimum tread =10" with 3/4"-11/4" nosing; minimum headroom = 6'8" (R31f .5) A/ Landings for stairways; minimum dimension 36" (R311.5.4) VIA Special stairways (R311.5.8) �✓!f� - Ramp slope (1:12 maximum) (R311.6) jA Ramp landing, minimum Tx T (R311.6.2) /A Ramp handrails; one required if slope > 1:12 (R311.6.3) Under stair protection (ibide .2.2) Handrails; required on oof stair, hand- rail height = 34" to 38'; Type I or Type It grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards; required for porches, balconies, ramps, open sides of stairs, or raised floor su6ces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (17312.2) SMOKE ALARMS (R313) V_ Location and interconnection (R313.2) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) v Protection required (Table R301.2(1), R31g.1, - -' - - _- � � Labeling (R314.2) Quality mark (R319.2 and R320.1.1) �1� Surface burning, thermal barrier, specific ap- SITE ADDRESS (R321) proval (R314.3 - R3M.6) ✓rr�,LLllvl7 LIM I-n­'1-1•J.-I.I Two-family d'gs: 1-hour fire -resistance rating (R317. Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2J) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) MOISTURE VAPOR RETARDERS (R318) Required (R318.1) 0 Premises identification (R321.1) ACCESS 81LITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) W %" Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) MATERIALS (R402) FOUNDATIONS (Chapter 4) d't: Silt r 11 Wood foundations (R402.1J � plate bolting in concrete/masonry = /Z di- ameter bolts or as required for unbalanced fill t/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table -FOOnTIh7G/S-(R#03)-_-------•------ --------------- --- R�g4�1(�„ v Soil bearing value (R401.4, R403.1) ! ooting width (seepage 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but S footing thick- ness (R403.1.1) S Footings adjacent to slopes (R403.1.7) . Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing Footings in SOC.0 or (R403.1.2, R403.1.3 (Tables R404.1(1I and R404.1(2)1 and R403.1.6.1) Masonry and concrete foundation walls PL,, (R404.1.1, R404. i.2) Depth below (outside) grade =12 minimum, but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) -4- SDC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] For sl: 1 inch = 25.4 mm,1 pound per square fool = 0.0479 kPa Whem igunW-feoliag Wldih is 17 inrflpG a single iVihe of solld or fully grouted 12-inch nominal concrete masonry unlls is permitted FOUNDATION WALLS (cont'd.)-- Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal -wall thickness [Tables (R4D7.3 R404.1(1) - R404.1(3) and Tables R404.1.1(1� Anchorage) 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) - R404.1.1(5)] weight) (R407.3) ��✓ Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) Sill plate size (R404.3) Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces /' Access (R408.4) are below grade'` (R405) Removal of debris (R408.5) Soil class (Table R405.1) Dampproofing if basements are below grade* . Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table' (R406.2) If uninhabitable, see under-flbor space (R408) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Bearing 1-5' mtnt f3'b - masonry or concrete) and lapped joists (311) Species and grade (R502,1) (R502.6, R502.6.1) Joists - Sleepin areas, LL = 30 psf Lateral restraint and bridging (R502.7, (Table R502.3.1(Y)] R502.7.1) Joists - Nansleepping areas, LL = 40 psf Drilling and notching (R502.8) (Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] Framingo R502.10 of openings P 9 ( ) Girder spans and header spans for exterior Wood trusses R502.11 bearing walls [Table R502.5(1)] ( ) Girder spans and header spans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- /�Allowable span (Table R5t� A d/ : End joints (R503.1.1) Cold -formed ste-&—pplicability limits; in -line framing (R505, WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2) Grade (R503.2.1) f Material (R505.2:1) Thickness (R503.2.1) ! �r Identification (R505.2.2) Allowable spans (Tables R503.2, 1. 1(1) and Corrosion protection (R505.2.3) R503.2.1.1(2)J Fastening (R505.2.4) Installation [Table 60Z3(i)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) ' Thickness (R503,3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or'/Z' crushed stone (R504.2.1) i Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Floor construction (R505.3) TXE FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength /(R506.1) fill = 8"; maximum sand or gravel fill = 24' 1(,R&06.2. 1) �Base course: 4" graded with 2" maximum �ggregate (R506.2.2) L/ Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE_RAL�601 } esign (R601.2) cladding wind loads able Component and I g IT %01.2(2)J Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)J Exterior walls (R602.3) Stud spacing (R602.3.1) 1 " ,f1 Interior load -bearing walls (R602.4) /fLL Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" o.c. (R60Z.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) ry f Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 Im /� Fireblocking (R60Z.8) J,L' (.-'t Cripple walls (R602.9) Pam_ Wall bracing method (R602.10.1 and R602.10.3) J Wall bracing amount and location (Table R602,10.1) ZZ"Wall bracing length (R602.10.4) h' 0- SQC D (R602,10.9, R602.i0.If and R602.If) STEEL WALL FRAMING (R603) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) JrIGf'11I IIIYV `I 117V-r 011U 1%UUJ/ _ Wood structural panels (RAft Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) _ General design (R606) SDC C and D (R606.12) Unit masonry (R607) A/ Multiple wythe masonry (R608) f/ Grouted masonry (17609) /`"A_ Glass unit masonry (R610) INSULATING CONGHL i t rursiw vvHLu CONSTRUCTION (13611) General design 0.1 and R6H.2) Type of ICF wall design (R611.3 - R611.5) Construction requirements (R61i.7- R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (�2612} Design basis (R612.1) WINDOWS & DOORS (R613) General; window sills; performance; testing and labeling (R613.1- R613.4) WALL COVERING (Chapter 7) WALL COVERING (11702) � ('/L Wood shakes and shingles (R703.5) Plaster material (R702.2) taster support (R702.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tening (R702,3.2 - R702.3.8) Ceramic the (R702.4) Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- ing each and (R703.7.3) Veneer ties: #9 U.S, gage wire or #22 U.S. gage by'la' corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feel) (R703.7.4.1) - A/ 7 Flashing (R703.7.5 and R703.6) V Exterior insulation finish systems (R703.9) y` Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads [fable R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1:4 Framing details (R802.'-4,1 y (,ram Rafter tie (4' o.c.) (R602.3.1) 1,111A Collar ties (4' o.c., in upper third of attic) (R802.3.1) /11( Lateral support and bridging (R802.8) . w r Framing of openings (R802.9) _- Wood trusses (R802. l-..6. -1Z- "oaf tie -down (R802.' 2.9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] =�1Ila _ With attic storage LL = 20psf Spacing S P ecies Grade Nlf4 Purlins (2" x 4" at 4' o.c. minimum) Span (Figure-tox..2,11 Size Bearing (R802.- li.4 I st_ Cutting and notching (R802. 1. 6 Engineered wood products (R802A. b -7- RAFTERS [Fables R802.5.1(1) - R80.1(8)] STEEL ROOF FRAMING(* Ground snow load/LL = 20psf General (R804.1) Controlling design (LL or snow) Structural framing (R804.2) Ceiling attachedlceiling not attached Material (1?804.2.1) Spacing dentification (R804.2.2) V/ Species Corrosion protection (R804.2.3) 4�_Grade Fastening (R804.2.4) Span Roof construction (R804.3) Size Roof fie -down (R004.4) H,/HR; Adjustment factor ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, G de Thickness ATTIC AC S (R807) Nl� TW allowable stresses/grading Access requirements (807.1) Allowable spans (Table R503.2.1.1(1)) 803.12 INSULATION CLEARANCE (R808) Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROO�F.CL SfFICATION (R902) oof covering materials (R902.1) WEATHER PROTECTION (R903) %'LSD Flashing (R903.2) /V /'� Coping (R903.3) IL Roof drainage (R903.4) MATERIALS 4R904) Compatibility; specifications; physical - - -------.-chacacte�isfic45;-ide[]tificaiion- R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) A14 Wood shingles (R905.7) ;X 14' Wood shakes (R905.8) ��It-up roofs (R905.9) C�/ Metal roof panels (R905.10) /1/ /,4 Modified bitumen roofing (R905.11) 1,4 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) /w 1l Sprayed polyurethane foam rooting (R905.14) Liquid -applied coatings (R905.15) LATION (R906) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907J) Metal roof shingles (R905.4) Structural support (R907.2) —T _. Mineral -surfaced roll roofing (R905.5) 114 Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) • Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcinglanchorage (Ri001.3 and Spark arrestors (R09.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) R1001.4) j Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 andl'� Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steelfireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) ` Hearth extension material (R1001.9) Chimney clearance (R1003.16) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) chimney crickets (R1003.20) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table RiWi.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) y l Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) installation (R1004.2) FACTORYBUILTCHIMNEYS (R1005) 114 Listed and labeled (R1005.1) j Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) 4 Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment � Building envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) C/ Climate zone (Table N1101.2) 'Seenergye conservation plan review record MECHANICAL (Chapters 12.23) ' �M1302, M1303) '7 Appliance labeling � tv Appliance access (M1305, M1401) % _Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) LZ: Duct systems (Chapter 16) /'✓ ( Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 1B) %pecial fuel -burning equipment (Chapter 19) /�A�Boilersfwater heaters (Chapter 20) A,' /%a Hydronic piping (Chapter 21) /V Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) w Application (G2401,1) General regulations (G24f Pipe sizing (G2� Piping materials (G2414J Appliance location (G2406) ! Air requirements (G2407) f .Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) f' J 1. Water service location and depth Sanitary and storm sewer location and depth (P2603, P2604) i�vl Piping support (Table P2605,1) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) f 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, Chapter3f) Sumps and ejectors (P3007) [^ � Listed plastic materials (P2606) Backwater valves (P3008) ^� 5�/ Plumbing fixtures (Chapter 27) �� Fixture traps (P3201) C/ Water heater size and location (Chapter28) Penetrations offire-resistance rated assem- blies (R317.3) ELECTRICAL. (Chapters 33-42) 444 . Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blfes (E3302.2) (E3604) n'� l Listed and labeled materials (E3303) X .- Wiring methods (Chapter 37) ervice equipment and location E3501, � Required lighting and receptacle outlets 53506) ( (E3601, E3603) f/ Service size and load calculations (E3502) fiDevices and lighting fixtures (Chapter39) Available fault current (E3506) i" i Appliance installation (Chapter40) System grounding (E3507). IVIA Swimming pools (Chapter.41) - — — Requir�7ce branch cl�cults (f3603)- — --- --—CJassremote control signaling and power4im- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) IV � Provisions adopted (Ri02.5) Compliance with Appendix F verified T � -10- Provisions adopted (Ri Compliance wiapendix G verified PATIO COVERS (Appendix H) adopted (R102.5) Compliance with PRIVATE SEWAGE DISPOSAL (At ;ndix,I adopted G BUILDINGS AND verified J verified SOUND TRANSMISSION (Appendix K) Provisions, adopted (Ri02.5) Compliance with Appendix K verified NOTES -11- i St. Lucie County Building -& Zoning 2300 Virginia Ave ..F`pR1 Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldincr Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at �� ��V•Q.� �4�-�C� o (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the.participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist . Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 26607 Waternroofina, LLC CC('1329592 Gas IIPNUMBER: I 1 pg'� OOC�2 I ISSUE DATE: II PLANNING & DEVELOPMENT SERVICES DEPARTMENT n�,►�� I, 4 =-, BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT. SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (Wapplicabie): have agreed to be the (Company Name/Individual Name) zzrC' sub -contractor for (Type of Trade) Contractor) for the project located at_.5_�, (Project Street Address or Property Tax ID 9) 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) IGNATUi2E PRINT NAME DATE Business Name: G�l�' C /� c_ Z' r� L Address: 5 6 I (�t�- 66 X"— City/State/Zip: _ �! i nrz- c F j Phone: % 7 7 , /� email: OFFICE USE ONLY: PERMIT # ISSUE DATE n�J Gy ST. LUCIE COUNTY PUBLIC WORKS �� BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (1f applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED L Robert A. Case I NATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2— 4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 8 R State of Florida Certification Number (if applicable): C A _ 0 2 417 9 romfort Control of St Lucie County. Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES Al2E IZEQUIRED Barry Zimmerman G . A PRINT NAME DA E Business Name: Comfort Control of St. Lucie County, Inc. Address: 1 501 Ri l tmare Stri-Pt City/State/Zip: Pnr S_ T, i_ i e, 'FT. - Phone: (7 7 2) 7 8 5 - 9 01 (l email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if applicable): CCC 1 3 2 9 5 9 2 Treasure Coast Roofitig & Waterproof inq,LLChave agreed to be the (Company Name/Individual Name) Rnofi na sub -contractor for Wynne Buildinq Corp. (Type of Trade) % \ (Primary Contractor) for the project located at �� J� \V-e��• P (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 4. Andrew Kriska CkVk — IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofinq, LLC Address: 1 R 1 4 SW Ri 1 tmore St _ City/State/Zip: gam St- I,ueir.,F'T . '14 A S 4 Phone: (7 7 2) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING'& ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: Ea�( Qp—`C-� Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Filial Development Permit. III accepting this Final Development Permit, BP Number ) I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that .in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the it Matthew Lyle Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS l s , DAY OF .ST , 2011, BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICCAATION. ' Von VD>e�`TMYNst/ f�A�.��X SIGNATURE WF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER DOROTHY ANN HAFNER ;=�`��v PU;`•; Notary Public - State of Florida . ; �: My Comm. Expires Oct 2, 2012 r P. Commission # DD 827096 %° ;V ��` Bonded Through National Notary Assn. m l:� e ,j t, lz .q 2 /< MIN. SETBACK REQ. FRONT JCS SIDES 16 CNR SIDES REAR ZNC. TECH. 92,bk S2 S, t L)e 2 0 A I' L"),2. ?o s .I V--FIL OPY C L; z X FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A 'IaV" Project Name: tom, Builder Name: WAYNNE Street: 52 SIS113aC Qq)(_3zN_C Permit Office: . City, State, Zip: FORT PIERCE, FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftZ b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftZ b. N/A R= ftZ 7. Windows Description Area c. N/A R= ftZ a. U-Factor: Sgl, default 134.58 ftZ SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ftZ a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 30.0 kBtu/hr SUGC: SEER: 14 d. U-Factor: N/A ftZ 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftZ EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 1 hereby certify that the plans and specifications covered by Review of the plans and S�,�?� this calculation are in c pliance with the Florida Energy specifications covered by this 0jI%E Off, Code. calculation indicates compliance with the Florida Energy Code. � fir„ .r. '� . •.;.; :.�:.••;;.� „ 0 PREPA BY: -_ DATE: N Before construction is completed this building will be inspected for compliance with Section 553.908 7d * a • I hereby certify that this building, as d ined, is in compliance the Florida Energy Code. Florida Statutes. COD with A WE OWNER�G�NT: BUILDING OFFICIAL: DATE: \ t DATE: _ 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT . Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating 2.5 % Winter Summer Degree Days Design Daily Temp Moisture Range Design Location TMY Site Zone 97.5 % FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF ' Roof Gable Roof Solar Deck Color Absor. Tested Insul. Pitch # Type Materials Area Area 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 31.6.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 t 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft0 in 0 ft6 in 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in 1.3 0.64 N 6 ft2 1 ft 0 in 0 ft 6 in 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ---- Forced Ventilation — Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Wafts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 s 15 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS ---- Supply ---- ---- Return ---- Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ftz Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[X Jan [[X Feb Feb Mar ] Mar XAr APr X Ma May [[X Jun [Xj Jun [X] Jul [X] Jul Xjj Au Aug Se jXXjSeP [[X�]] Oct [X] Oct Nov Nov rxi [[X DecHeating [XDec [Xj Jan Ventin [X Jan [X [X Feb rX]] Mar [XAr lX� X May lX� [X Jun [X] Jul LX] [X]] Au XSe [[XX]] Oct Nov [[X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 80 78 80 788 80 78 80 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 6 68 66 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 F 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 ::1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wail sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the tom late. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-stoy 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 N 1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls N1107.AB.2 Separate readily accessibl n or autorniatic ermo at each s stem. Insulation N1104.A6.1 Ceilings -Min. R-19. Comm w s ram -11 C -3 IV N1102.B.1.1 sides. Common ceiling & fl rs 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ft2 2. Single family or multiple family Single-family b. Face Brick - Wood, Exterior R=11.0 204.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1451 7. Windows— Description Area a. U-Factor: Sgl, default 134.58 f:2 SHGC: Tinted, default b. U-Factor: N/A ft2 SHGC: c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A f12 SHGC: e. U-Factor: N/A f12 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 b. NiA R= ft2 c. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.9 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Ak " Address of New Home:��( j��� Qa�r City/FL ZipL,3yg52 *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, BFiLt n.1. f i of the Florida Building Code, Residential, if not DEFAULT.ljy EnergyGauge® USA - FlaRes2008 � e S Pro ect Summary Job: -�- wrightsoft® Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: vcCKN4- .W9YKMiWYNNE BUILDING CORP. FORT PIE CE, FL 34983 Notes: Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary 'Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ftz 1452 1452 Volume (ft') 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow fa 0.046 cfm/Btuh Static pre ure 0(;0PY Load sens a rati E Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigFttsoTt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 kA EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job: -- wrightsoft® Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Project • ' • • For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (°F) 42 90 Method Simplified Inside db (°F) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CN'F030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 M S B D R M 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 B D R M 2 194 3594 1799 176 83 RA-- 1 All CG nnr 13fio /IC 'i Q IVU'10 1 EXX LJ'1V JV AGJ VaV w IV Ag"'k A& P (;U y Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ;CA EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 8 1000 1000 TOTALS 1451 21381 262 5 �tf Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A+ -*- wrightsoft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 )M E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 Room name Exposed wall Ceiling height Room dimensions Entire House 151.5 ft 8.7 ft p FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 10.0 ft 5 Room area 1451.3 ftz 60.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1?J 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 I--G W 1A-rlob 12C-Osw 1.080 0.091 n a 30.24 2.55 23.54 2.18 40 148 0 107 1197 273 932 234 0 48 0 27 0 69 0 59 11 L2 1A-r1ob 11J0 1.080 0.600 0.091 a a s 30.24 16.80 2.55 26.27 17.40 2.18, 20 21 301 18 21 295: 605 353 752 525 365 644 0 21 0 0 21 D 0 353 0 0 365 0 T12C-Osw T-C 1A-r1om 1.270 s 35.56 26.39 6 6 213 158 0 0 0 0 W W 13A-5ocs 12C-Osw 0.125 0.091 s w 3.50 2.55 2.22 2.18 64 315 64 246 224 627 142 537 0 0 0 0 0 0 0 0 1.270 w 35.56 26,39 39 39 1387 1029 0 0 0 0 Ij1A-r1omd 1 D-c2ow 0.570 w 15.96 59.58 30 2 479 1788 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 -D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-19aI 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228, 0 6 c) AED excursion 3053 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 1 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 14 Subtotal 7 ; 185 _ 0 621 15 Duct loads 14% 18% 32 '. 1 0 4AV 87 Total room load 2041 7 53 r561 708 Air required (cfm) 100 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrigr.tsoFt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACZ5A E:1Wrightsoft HVAC%Wynne Corp%WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 -�- wrightsoft' Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area GIRT RM/DINING 46.5 ft 9.8 ft heat/cool 1.0 x 509.0 ft 509.0 ft2 LAUNDRY 6.5 ft 8.0 ft heat/cocl 7.0 x 6.5 ft 45.5 ft2 Ty Construction number U-value (Btuh/ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 1A-rlob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1amd 1 Dc2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 260 40 0 0 0 0 0 0 196 39 0 0 0 220 0 0 0 0 0 0 0 157 39 0 0 0 561 1197 0 0 0 0 0 0 400 1387 0 0 0 481 932 0 0 0 0 0 0 343 1029 0 0 0 0 0 0 0 0 52 0 0 0 0 0 56 16 0 0 0 0 0 52 0 0 0 0 0 40 16 0 0 0 0 0 132. 0 0 0 0 0 108 177 0 0 0 0 0 114 0 0 0 0 0 34 184 Upl I-G W W P L-D C C 16B-30ad 16C-19ai 0.032 0.049 0.90 1.37 1.68 2.08 509 0 509 0 456 0 855 0 46 0 46 0 41 0 76 0 F 22A-tph 1.358 38.02 0.00 509 47 1768 0 46 7 247 0 6 c) AED excursion 1847 -5 Envelope loss/gain 5769 5487 706 403 12 a) Infiltration b) Room ventilation 1012 0 277 0 115 0 32 0 13 Intemal-gains: Occupants @ 230 Appliances @ 1200 2 0 460 0 0 1 0 1200 Subtotal (lines 6 to 13) 6780 62241 821 1634 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 12% 14% 0 0 0 fffi 0 0 0 62 4, 0 0 0 821 1 0 0 0 0 1634 229 Total room load Air required (cfm) 7 0 37n%6 701;j ( 2 P4 1864 86 ® X , Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +- wrGgr,tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 �CCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON PERF61.rrp Calc = MJ8 Orientation = E Page 2 -�}+- wrightsoft, Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heat/cool 1.0 x 150.0 ft 150.0 ft' MS BATH 7.5 ft 8.0 ft heat/cool 7.0 x 7.5 ft 52.5 ft2 Ty Construction number U-value (Btuh/W °F) Or HTM (Btuh/ftj Area M or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 UV G ILS12C-Osw 12C-Osw 1A-rlob 1A-r1ob 11J0 12C-Osw 1A-r1cm 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 12B-Obw 11 DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56. 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 0 A 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 185 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 60 6 0 0 0 0 0 0 0 0 0 0 0 54 6 0 6 0 0 0 0 0 0 0 0 0 138 213 0 0 0 0 0 0 0 0 0 0 0 118 158 0 0 0 0 0 0 V�V T-G W W P L-D C 16B-30ad 0.032 - 0.90 1.68 150 150 134 252 53 53 47 88 C F 16C-19al 22A-tph 0.049 1.356 1.37 38.02 2.08 0.00 0 150 0 0 0 0 0 0 0 53 0 8 0 285 0 0 6 c) AED excursion -8 30 Envelope loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 2400 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 319 2702 816 431 15 Duct loads 24% 29% 24% 34% 195 146 Total room load V 577 Air required (cfm) 1 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f}F- wr:gr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .ZZA: E:\Wrightsoft HVAC\Wynne Carp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 - wrightsoft' Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST.. PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ft2 MS BDRM 39.5 ft 8.5 ft heaVcool 14.0 x 18.0 ft 252.0 ft' Ty Construction number U-value (Btuh/ft' °F) Or HTM (Btu ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 11 W -G D 12C-Osw 1A-r1ob 12C-Osw 1A-r1ob 11J0 12C-0sw IA-rlom 13A-5ocs 12C-Osw 1 D-c2ow 12B-0bw 11 DO 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 Y.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39, 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 01 0 0 0. 0 0 0 118 0 0 64 0 0 0 0 153 0 0 119 0 30 0 0 252 0 252 64 0 0 0 0 153 0 0 89 0 2 0 0 252 0 40 162 0 0 0 0 390 0 0 227 0 479 0 0 226 0 1502 139 0 0 0 0 334 0 0 194 0 1788 0 0 423 0 0 \�V --G W W Ij1A-rlomd q-D C C F 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration b) Room ventilation 0 0 0 0 745 0 204 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 01 2 0 10 460 Subtotal (lines 6 to 13) 63 117 3731 4701 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34° 0 F1 I 0 0 7 40 1 ° 0 1 5 0 0 0 4701 659 Total room load Air required (cfm) 78 4 157 7 NW VW 1 M 86 2051 5360 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. �.� wrGgr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC 1% E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 wrightsoft° Right-J® Worksheet Job: Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALL 0 ft 8.0' ft heat/cool 3.5 x 5.0 ft 17.5 ft2 BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 45.0 ft2 Ty Construction number U-value (Btuh/ft'VF) Or HTM (Btuhlft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W D 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-r1omd 1 D-c2ow 1213-0bw 11DO 1613-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0,049 1.356 n n a a a s s s w w w - n - 2.55, 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 45 0 45. 40 0 0 0 0 0 0 0 0 0 0 0 0 45 0 5 102 0 0 0 0 0 0 0 0 0 0 0 0 40 0 190 87 0 0 0 0 0 0 0 0 0 0 0 0 76 0 0 V,V T-G W W P L--D C C F 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 Less transfer 0 Redistribution YO 0 14 Subtotal 187 15 Duct loads 24% 34% 4 /6 34 63 Total room load 19 39 1 1 521 250 Air required (cfm) 1 2 26 12 Printout certified bV ACCA to meet all requirements of Manual J 8th Ed. �}+- wriyr.tsott- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC6A E:\Wrightsoft HVAC\Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 v -- wrightsoft' Right-J® Works.heet Job: Enure House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heat/cool 12.5 x 15.5 ft 193.8 ft2 MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U-value (13tuh/ft' °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1,N C 12C-Osw 1A-r1ob 12C-Osw 1A-rlob 11J0 12C-Osw 1A-r1cm 13A-5ocs 12C-Osw IA-rlomd 1 D-c2ow 126-0bw 11DO 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 124 0 100 20 0 36 0 0 0 0 0 0 0 124 0 60 18 0 36 0 0 0 0 0 0 0 316 0 204 605 0 92 0 0 0 0 0 0 0 271 0 175 525 0 79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 224 0 0 0 0 0 0 0 0 0 0 0 0 142 0 0 0 0 0 VV --G W WII u- G L--G PI L-D C C F 16B-30ad 16C-19al 22A-tph 0.032 0.049 1.358 - 0.90 1.37 38.02 1.68 2.08 0.00 194 0 194 194 0 33 174 0 1236 326 0 0 0 56 56 0 56 8 0 77 804 0 117 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 677 0 158 0 1 142 0 39 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 12% 14% 0 0 9 0 1 01111191 221 0 0 0 0 297 101 Total room load 9 925 398 Air required (cfm) 176 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r}r wr:gr.tsorc- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AC"`GA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 w \ Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTeko POWER TO PERFORM.' RE: M11311 - Grand Carlton 9' Porch MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Grand Carlton- 9' porch Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T4134019 A5 7/26/011 18 T4134036 IKJ8 7/26/011 12 _ _I T4134020 I A6 1 7/26/011 1 1 1 1 1 1 1 13 __ _J T4134021 J A7 1 7/26/011 14 I T4134022 J A8 1 7/26/011 15 I T4134023 J A9 1 7/26/011 16 I T4134024 J A 1 7/26/011 17 I T4134025 LG RA 17/26/011 18 I T4134026 I GRB 1 7/26/011 19 I T4134027 J J 1 1 7/26/011 110 { T4134028 J J2 1 7/26/011 111 { T4134029 J J3 1 7/26/011 12 I T4134030 J J4 1 7/26/011 113 I T4134031 J J5 1 7/26/011 14 I T4134032 J J6 1 7/26/011 115 1 T4134033 J7 1 7/26/011 16 ' T4134034 J J8 1 7/26/011 117 I T4134035 1 KJ7 1 7/26/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. f68182 13 S TAT E OF ' LJ/ 4 01, R, 0 N A9 E FL Cert. 6634 July 26,2011 Velez, Joaquin 1 of 1 Jo lr Truss Truss Type Qty Ply Grand Car@on 9' Porch T4134019 M 11311 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:48 2011 Page r1-0-0 7-8-5 i 10-6-4 i 17.0-0 , 20.4-8 i 26-4-0 i 34-0.0 35-0-Q 1-0-0 7-8-5 2-9-15 6 5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale= 1:61.3 4.00 12 5x8 M1120= 6 2x3 MII2011 2x3 MI120 11 3x6 M1120 = 7 3x6 MII20-- 2x3 MII20z 4 5 8 3x4 M1120-- 3 9 2 14 10 'n1 11 'n 7x10 M1120= 15 0I0 0 16 0 3x10 M1120% 13 12 3x6 M1120-- 5x10 M1120= 2x3 M1120 II 2.00 rl2 10-6.4 20-4-8 26-4-0 34-0-0 10-6-4 9-10.4 5MToi 7-8-0 Plate Offsets X 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2=-153(LC 6) Max Uplift2= 858(LC 3), 10=-858(LC 4) am AV,& P't ff FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 5575/3114, 3-5=-5238/2804, 5-6= 5243/2908, 6-7=-2471/1445, 7-9-2 '3, 1 LE 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13= 1531/2933, 10-12= 1531/293 WEBS 3-14= 299/395, 5-14— 222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 9-12=0/252 NOTES �%J1A�11►►►► ►►1i, 1) Unbalanced roof live loads have been considered for this design. ���IN 2) Wind: ASCE0 p econd gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber .�, plate grip 1(33 N 3) This truss has been designed for a 10.0 bottom chord live load other live loads. , SAC`'•? �� psf nonconcurrent with any �� ,•' �,� 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 o i between the bottom chord and any other members, with BCDL = IO.Opsf. Nic 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 ofo * •• bearing surface. — 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=858, 10=858. „�% •, T O F W . . LOAD CASE(S) Standard T FL Cert. 6634 July 26,20 A WARNING - Vn•lAi design parameters and READ N07E.S ON THIS ARID INCLUDED 67fTEK REFERENCE PAGE D9f-7473 r . 10-'OS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding .owca v.cwFeww fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4116 Job' Truss Truss Type City Ply Grand Carlton 9' Porch T4134020 M11311 A6 SPECIAL 1 1 Job Reference (optional) Ch,mbers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:49 2011 Page 1-0- 8.11-11 15-0.0 19.0.0 ,20.4-81 26 4.0 34.0-0 �5.0-0 1-0- 8-11-11 6-0-6 4-0-0 1-4-8 5-11-8 7-8-0 Scale = 1:62.6 4 00 F12 5x10 M1120-- 5x6 MII20-- 5 6 2x3 M1120Q 3x6 MI120% 3x4 M1120Z: 3x6 4 M1120- 3 7 8 2 14 9 10 6x8 M1120= 13 ] m 3x4 M1120= 12 d WO MII20= 11 3x6 MII20� 2.00 F12 5x6 M1120= 2x3 M112011 10-6-4 15-0-0 20-4-8 26-4-0 34-0-0 10 6-4 4-5-12 5-4.8 5.11-8 7-8-0 Plate Offsets MY): 2:0-4-4 Ede 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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(fL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. E CfJr 1 1 L TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=-3059/11811� BOT CHORD 2-14=-2964/4955, 13-14= 1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14= 369/478, 5-14=-1557/2665, 5-13= 412/277, 6-13= 313/575, 7-12— 754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. l! ll I It ,�I�� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber v� N V �e�,,' DOL=1.33 plate grip DOL=1.33 P(,1 • F� I,� ,t% 3) Provide adequate drainage to prevent water ponding. �♦ Q.......... �,•' Ci E N ' • •, ,, S�C`�•; 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. ,•, 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 ot; * •� bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=875, = .Q 9=875. •; T O F 41J LOAD CASE(S) Standard it 11 FL Cert. 6634 July 26,20 Q WARNING - V-Ifij design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGEMI-7473 rrn. 10-'08 =0RE USE. a Design valid for use only with Mffek connectors. This design Is based oNy upon parameters shown, and is for an Individual building component. WEI Applicability of design paramenters and proper incorporation of component Is responsibility of bulding designer -not truss designer. Bracing shown h for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding rowca +o •earaaw• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134021 M11311 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:33:51 2011 Page 1-0- 8-11-9 13-1 21-0.0 26-4-0 34-0-0 5-0- 1-0- 8-11-9 4-0-7 8.0-0 5.4-0 7-8-0 1-Nn Scale = 1:62.6 48 MIIM0 4x8 M1120- 4.00 12 4 5 2x3 M1120'Z'� 3 3x4 M1120zz7 6 2 11 1 7 8 7x8 MII20= aI9 0 3x10 M1120= a 10 9 3x6 M1120-- 2.00 F12 5x12 MII20= 2x3 M112011 10.6-4 13.0 0 20-4-8 26-4-0 34-0-0 10.6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ede :0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.13 10-11 >355 240 BOLL 0.0 Rep Stress Incr YES W B 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 'Except` TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2= 123(LC 6) Max Uplift2=-890(LC 3), 7= 889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. '6k�'OPY 'uOILE TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7= 3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-10=-1601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10=-1032/675, 5-10=-116/454, 6-10=-617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber , v I N � VF �o�i DOL=1.33 plate grip DOL=1.33 `♦��� ♦ O ��i 3) Provide adequate drainage to prevent water ponding. ♦♦♦ �P. • • G•E N • • • • ' s�`••? 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. N 6 8182 •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity oC; * bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=890, v 7=889. T O F w oo o • ��� LOAD CASE(S) Standard . C� 1111111111111000 FL Cert. 6634 July 26,20 ® WARMNG - VcJ& deign parameters and READ NOTES ON THIS AN1I INCLUDED WTEK REFERENCE PAGE l fI-7473 ren. 10-108 =ORE USE. r. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of balding designer -not truss designer. Bracing shown I,for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the WOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Joti Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134022 M11311 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc, Tue Jul 26 10:33:52 2011 Page 1-0- 8-11-9 11-0.0 15-8-4 20.4.8 23 0-0 26-1-3 34-0-0 5-0 1-0- 8.11-9 2-0.7 4-8-4 4.8.4 2-7-8 3-1-3 7-10-13 11-04 Scale = 1:62.6 5x6 M1120= 2x3 MII20 I Sx10 MII20zz� 3x4 MII20—_ 4.01) 12 2x3 M1120,\ 4 5 6 7 2x3 MI120i 3 8 u� 1 2 13 9 10 N I " jl 6 = 7x8 M1120 0 0 3x10 M1120= 12 11 3x6 M1120-- 2.00 12 5x12 M1120= 3x4 M1120= 10-6-4 20.4-8 23 0-0 34.0.0 10-6-4 9-10-4 2-7-8 11-0-0 Plate Offsets X 2:0-4-4 Ede 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X4 SYP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2= 107(LC 6) Max Uplift2= 902(LC 3), 9= 902(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. moll I TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6= 2687/1741, 6-7= 2687/1741, 7-8=-2623/1654, 8-9— 2960/1878 P1 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-1031/734, 7-12= 346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. 1/11111/ 2) 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 U 1 N DOL=1.33 plate grip DOL=1.33 3) Provide drainage to ,�� PQ ........ adequate prevent water ponding. 4) This truss has been designed for 10.0 bottom live load with any other live loads. `s�`• �� a psf chord nonconcurrent �� .•' �,� ;� 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. N 68182 •� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify, capacity oC * % bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=902, .� 9=902. •, T F 1U ••S•C`� LOAD CASE(S) Standard P �Q 1 O ��_��` N q �� � �FL Cert. 6634 July 26,20 Q WARNING - Ve Ifij dr lgn parameters and READ NOTES oN7wrs Alm INCLUDED MITEK REFERENCE PAGE MII.7473 rea. 10-178 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for on Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral individual Additional temporary bracing to Insure during construction is the responsibillity of the MiTek' support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding /OWLR-P-RH- fabricaflon. quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Crileda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Sheet Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134023 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:54 2011 Page r1-0 Q 9-0-0 14-8-14 20-4-0 25-0-0 34-0-0 01000 9-0-0 5-8-14 5-7-2 4-8-0 9-0-0 Scale = 1:60.3 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS WO M1118H 3x4 M1120= 2x3 101112011 7x10 MII18Hzz: 4.00 12 3 4 5 6 N 2 1 7 8 N Io 3x5 MIIM0 14 13 12 11 10 9 3x5 MII20-- 3x6 M1120= 3x4 M1120= 5x8 M1120= 2x3 M1120 II 2x3 M112011 3x6 M1120= 9-0.0 14.8-14 20-4-0 25-0 0 34-0-0 9-0-0 5.8-14 5-7-2 4-8-0 9-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(fL) -0.40 2-14 >604 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES W B 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=692/0-8-0, 11=1534/0-8-0, 7=385/0-8-0 Max Horz2=92(LC 5) Max Upli1t2=-533(LC 3), 11= 948(LC 3), 7=-365(LC 6) El"M N Max Grav2=704(LC 7), 11=1534(LC 1), 7=410(LC 8) A%0 &M=y Ift I FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. L; TOP CHORD 2-3=-11591711, 3.4=-491/387, 4-5= 382/760, 5-6=-382/760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-604/1037, 11-12=-234/491 WEBS 3-14=0/335, 3-12= 637/418, 4-12= 149/416, 4-11= 1362/875, 5-11=-293/254, 6-11= 1054/671, 6-9=0/319 NOTES 1) Unbalanced roof live loads have been considered for this design. I11 111,1� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; , t,1ll MWFRS (low-rise); Lumber , ♦ N DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All are MT20 unless otherwise indicated. ' �,� SF•' ? �i plates plates 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•• i 6) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Z N 68182 • �• * between the bottom chord and any other members. ; 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=533, 11 =948, 7=365. :• T O F . LOAD CASES) Standard w O • • h` N. FL Cert. 6634 July 26,20 ® WARNING- Verify d—lgn parmr eters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII.7473 reo. 10-'08 BEFORE USE. o Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component. Appilcability of design paramenters and proper incorporation of component Is responsibility of balding designer - not truss designer. Bracing shown Additional temporary bracing to Insure during is the responsibillity of the MiTek" is for lateral support of Individual web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Rio ♦LRIORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 J06 Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134024 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:47 2011 Page r1-0 Q 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 35-0 Q 1.0-0 6-7-13 5-9-0 4-7-3 4-_7 5-9-0 6-7-13 Scale = 1:59.4 4.00 F12 4x5 M1120= 6 19 2x3 M 1120 11 18 2x3 M112011 3x6 M1120- 5 7 3x6 M1120ZZ: 3x4 M1120::- 4 8 3x4 M1120-- 3 9 vr1 2 10 11 I' 17 16 15 20 21 14 13 12 3x8 M1120= 4x6 M1120= 4x6 M1120= 3xB M1120= 2x3 MII20 I I 3x8 MII20= 3x8 MII20= 2x3 MII2011 6-7-13 12-4-13 21.7-3 - 27-4-3 34-0-0 6-7-13 5-9.0 9-2-7 5-9-0 6.7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(Q -0.82 14-15 >486 240 BCLL 0.0 Rep Stress [nor YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9= 2844/1509, 9-10=-3400/1848 Mum io BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15= 937/2064, 12-14=-1633/3154, 1;1 E C 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14= 298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328, 3-15= 560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 1111/11, 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDLt3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; ``V1111 MWFRS (low-rise); Lumber v I N DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Q gyp. • • G•E N ' `C�,♦�♦ • 41� • fit � SAC`••? ♦♦ 4) This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,• between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=880, * N( 68182 •.• 10=880. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, _ and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. = • 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T O F : �U/ • LOAD CASE(S) Standard �0?it` Q` •' �4(1� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ♦ 1 �.•• \ ♦♦�i�ss • Uniform I-54, •NA1-E� Vert: 1-6= 6-11— 54, 2-20=-20, 20-21=-60, 10-21= 20 %`�e Concentrated Loads (lb) 1s1111111��, Vert: 18= 50(F) 19= 50(F) FL Cert. 6634 July 26,20 A WARNING- V.HfiI d®1gn parameters and READ NOTES ON THIS AND INCLUDED A[ITEKREFERP,NCE PAGE MR•7473 mm I0`08 BEFORE USE. Design valid for use only with MRek connectors. fits design is based only upon parameters shown, and Is for an individual building component. �p Applicab lily of design paramenters and proper incorporation of component is respons bit ty of building designer -not truss designer. Bracing shown is for lateral ofindividual Additional temporary b to Iruure during construction is the respons 601(ty of the MiTek" of web members only, acing stability erector. Additional permanent bracing of the overall structure is the rasporuibility of the building designer. For general guidance regarding...... �wra.K.- fabrication, quality conho1, storage, del very, erection and bracing, consult ANSIRPII 9uality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate but tote, 781 N. Lee Sheet, Su to 312 Alexandria VA 22314. Tampa. FL 33610.4115 Job - Truss Truss Type City Ply Grand Carlton 9' Porch T4134025 M11311 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 11:25:30 2011 Page 1 1-0- 8-0-0 11-1-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- 1-0. 8-0.0 3-1-0 5-11-0 1.6-0 3-8-2 3-9-14 8-0.0 1-0.0 TRUSS NOT SYMMETRIC Scale=1:59.8 DO NOT ERECT THE TRUSS BACKWARDS 4x5 = 11 14 9 7x12 6 17 19 6x12 Zz 4.00 12 4 _ 3x6 — 3 — 13 5 182 21 10 Lo 1 2 22 23 %N , Im 0 3x5 % 29 28 27 26 25 24 3x5 zzz� o 3x6 = 3x6 = 3x5 11 7x8 = 5x6 = 6x8 = 8-0-0 11-1-0 18-6-0 26.0.0 34-0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-3-14 0-1-8 3:0-4-12 Ed a 21:0-4-12,Ed e , 22:0-3-14 0-1-8 27:0-3-8,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.98 Vert(LL) 0.14 22-24 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BOLL 0.0 Rep Stress Incr NO WB 0.72 HOrz(fL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2_ 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), LE 26=-1697(LC 4), 22= 711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100, 10-12=-736/1100, 12-13= 736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18= 736/1100, {1{111111! j� 18-20= 1733/1453, 20-21=-1733/1453, 21-22=-1859/1334, 4-6=-140/290, 6-9=-99/356, N%", v N V 9-11=-52/411, 11-14=-123/474, 14-17=-45/344, 17-19= 93/279 �� ¢`Q� ,-.- -- BOT CHORD 2-29= 342/438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26= 354/461, •C E • �� �j, w�`�,O •. N J 24-25=-354/461, 22-24=-1144/1704 .' �, F•'.• i WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832r7101 N 68182 18-26=-1876/1617, 18-24=1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 * ;• NOTES 1) Unbalanced roof live loads have been considered for this design. -Q ; •� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber :• T O F : DOL=1.33 plate grip DOL=1.33 00. ZZ 3) Provide adequate drainage to prevent water ponding. �� •, �` 4) All plates are 2x3 MT20 unless otherwise indicated. 0 0 ti �.•• ��,�� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'j� sS • • • • �o 6) trussliveload ofsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �I�� N qi E % fit between the bottom chord and any members �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. FL Cert. 6634 F:1 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the July 26,201 responsibility of others. A WARNING - Ver!& deslgn parameters and READ NOTES ONTHIS AND DVCLUDED MITEK REFERENCE PAGE M 17473 ren. I0-'08 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown B for lateral individual Additional temporary bracing to Insure during construction is the resporsibillity of the MiTek' support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding — fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Crileria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job - M11311 1 GRA Truss Type HIP oty T4134025 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23=-54, 2-29=-20, 24-29= 47(F=-27), 22-24=-20, 3-11= 126(F=-72), 11-21= 126(F=-72) Concentrated Loads (lb) Vert: 29=-641(F) 24=-641(F) Industries, Inc. Tue Jul 26 11:25:30 2011 1 ,`11111111!///, N 68182 �-0' T OF O'• �i�i�s`S; ••fVA1-E�C��� /►nlllll► FL Cert. 6634 July 26,201 Ok WARNING - Ve gfij de iga parmr fe and READ NOTES ON THIS AAm INCLUDPD WTEK REFERENCE PAGE Df17-7473 r . 10-'OS BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Of Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not huss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1- -P[A .- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlleda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Jols Truss Truss Type aty Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page r1-0-Q 7-0-0 13-8-14 20.4-0 z7-0•o 34-0-0 35.0-q 1-0.0 7 0 0 6.8-14 6-7.2 6 8-0 7-0-0 1-0-0 Scale = 1:60.5 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS 7x10 M1118H % 3x8 M1120= 4.00 12 3x6 M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 2 8 g n 01 fo 3x6 M1120!5'� 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 MI120= 3x4 M1120= 7x8 M1120= 3x6 M1120= 2x3 MII2011 7-0 0 13.8-14 20.4-0 27-0.0 34-0-0 7-0-0 ' 6-8-14 6.7.2 6-8-0 7-0-0 Plate Offsets X Y: 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(fL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I n REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0, 8=592/0-8-0 ASWA Max Horz2=77(LC 5) 9'5 'y FILrm Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) C Max Gmv2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) vr FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4= 2012/1299, 4-6=-908/1583, 6-7= 908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-15= 1491784, 3-13=-862/552, 4-13= 82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=-1381762 NOTES ,111111111/11 1) Unbalanced roof live loads have been considered for this design. III N V II♦♦ 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber PQv �� e,�� DOL=1.33 plate grip DOL=1.33 e E N 3) Provide adequate drainage to water ',.' �� C' S4 • ♦i♦ prevent ponding. ee� 4) All plates are MT20 plates unless otherwise indicated. : 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 68182 e 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 855 lb uplift at joint 2, 2012 Ib uplift at joint 1� .O and 459 lb uplift at joint 8. T O F 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0, O•• 115 lb down and 128 lb up at 9-0-12, 115 lb down and 128 lb up at 11-0-12, 115 lb down and 128 lb up at 13-0-12, 115 lb down and 128 0 P •. = ee Ib up 15-0-12, 115 lb down 128 lb 17-0-0, 115 lb down lb down lb at and up at and 128 up at 18-11-4, 115 lb and 128 up at 20-11-4, 115 lb down and 128 lb 22-11-4, 115 lb down 128 lb 24-11-4, 146 lb down lb ♦♦j s • up at and and up at and and 147 up at 27-0-0 on top chord, and ♦/I S •N 437 lb down and 196 lb up at 7-0-0, 90 lb down at 9-0-12, 90 lb down at 11-0-12, 90 lb down at 13-0-12, 90 lb down at 15-0-12, 90 lb '' t down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and I /11111110 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). FL Cert. 6634 LOAD CASE(S) Standard July 26,20 Continued on page 2 ® WARMNG - VL- 4fij design parmaete/s and READ NOTES ON MIS AMl INCLUDED MITEK REPERENCE PAGE Mr. r . 10-'08 BEFORE USE. r. Design valid for use only with MITek connectors, This design Is based only upon parameters shown, and is for an Individual building component. � Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not taus designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PO'W[R i0 P[w.ORH- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134026 M11311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Un'Iform Loads (plo Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(13) 5=-115(13) 7=-106(B) 15=-437(B) 10=-437(B) 16— 115(B) 17=-115(B) 18=-115(B) 19— 115(B) 20=-115(B) 21=-115(B) 22=-115(B) 23=115(B) 24=-45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=-45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) 0 Y N ' . N 68182 r � T 0%O'• . • �v %% inn i i �►►` FL Cert. 6634 July 26,20 1 ® WARMNG - VeHfij deslgn paran t— and READ NOTES ON THIS AND INCLUDED MTEA REFERENCE PAGE AM 7473 r . 10-'08 BEFORE USE. a Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vo-IcacaA— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa. FL 33610-4115 Truss Type City I Ply I Grand Carlton 9' Porch T41 M11311 1,11 1 MONO TRUSS Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:33:58 2011 -1-0-0 1-0.0 1-0-0 1-0.0 Refer to MiTek "TOE -NAIL" Detail for connection to Scale =1:6.2 supporting carrier truss (typ all applicable jacks on this job) 3 4.00 12 3x4 M1120= 1-0.0 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(rL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2=-190(LC 3) Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. E C PY NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. A%��1 11j N V LOAD CASE(S) Standard FL Cert. 6634 July 26,20 WARNING - Ver{f3j design pasmm-de and READ NOTES ON IWIS AM INCLUDED JU FX REFERENCE PAGE 191-7473 Ten. 10-'08 BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component. NMI Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not buss designer. Bracing shown Additional temporary bracing to insure during is the responsibillity, of the MiTek" is for lateral support of individual web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134028 M11311 J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 2610:33:59 2011 Page 1 -1-0-0 2-0-0 1-0-0 2-0-0 Scale = 1:7.9 3 4.00 rP 2 r; 0 , 1 4 3x4 M1120= 2-0.0 2-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(fL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) 0�3' I L mw C P" FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES F U Y 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. IN �� LOAD CASE(S) Standard �� t�P. • �� �i N 68182 O:. T OF :4/�' .�� •, i,O ,��'�ss N A►-ECa %% �nlllll►► FL Cert. 6634 July 26,20 A WARNING- VeR}1j dsPgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PEGS MU-7473 ren. 10-'08 BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ME Applicability of design Paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the bulding designer. For general guidance regarding o ro fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 M11311 MONO TRUSS 9' Porch T4 1.0-0 3-0-0 3x4 M1120= Inc. Tue Jul 26 10:33:59 2011 Scale = 1:9.6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 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 Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) *�ILE CA"�'PY FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES F U 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,j,111111111I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 204 lb uplift at joint 2. ,�� I KI LOAD CASE(S) Standard A& WARWNG - VeriJtj dsfgn p.—.de and READ NOTES ON MS AND INCL UDED WTEK REFERENCE PAGE MY 7473 ren. 10-'08 BEFORE USE. Design valid for use only with Mlrek connectors.lhis design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown I, for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. ,�oPa� i N 68182lJ, s 0:. T �O�F : NtAt>;� C�% FL Cert. 6634 July 26,20 itY� a MiTek" 6904 Parke East Blvd. Tampa, FL33610-4115 IM11311 1,14 MONO TRUSS Ply I Grand Carlton 9' T41 1-0-0 3x4 M1120= ek Industries, Inc. Tue Jul 26 10:34:00 2011 Scale= 1:11.2 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz2=113(LC 3) Max Uplift3=-87(LC 3), 2=-215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. FILL U(Jpy NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `,� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. `�� , KI I� LOAD CASE(S) Standard `��'� •�� G�E N i N 68182 T OF %% FL Cert. 6634 July 26,20 A WARA17M - V.4fij dsiga parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 ra. 10-'08 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respordbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding eOW[R io ppiON L' fabrication, quality control, storage, delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134031 M11311 J5 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc, Tue Jul 26 10:34:00 2011 Page -1-0-0 5-0-0 1-0-0 5-0-0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.06 2-4 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=- 1 23(LC 3), 2= 231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.91 PLATES GRIP M1120 249/190 Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. m�m "51" FILE COPY 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 five 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 fill between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at join 2. LOAD CASE(S) Standard t ,,�O, Oki IN rVF i i N 68182 e, r oo r 'Q • . /Y• r r �L T F : �41J oo N A1-E �•% FFL Cert. 6634 July 26,20 ® WARNING- Ve,% dsfgn paraseters and READ NOTES ON THIS Alm INCLUDED WYEK REFERENCE PAGE=1 7473 r®. 10-'08 BEFORE USE. Design valid for use only with MRek connectors. this design Is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding —•raso.,K- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa. FL 33610.4115 M11311 1,16 1-0-0 3x4 MII20= MONO TRUSS sty Ply Grand Carlton 4 1 Job Reference 7.140 s Oct 1 2009 6-0-0 6.0.0 T41 Scale = 1:14.5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.14 2-4 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) MMMI FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi,. between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 248 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 July 26,20 © WARNNPG - VeHfij d�lgn parameters and READ NOTES ON THIS AND INCLUDED B4 =REFERENCE PAGE DRII.7473 — 10JOS BEFORE USE. a Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ME Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek" support of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowt<a— nenraaw- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4134033 M11311 J7 MONO TRUSS 11 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:01 2011 Page 1-0.0 17-0-0 Scale: 314'=1' I 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.27 2-4 >289 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20071TP12002 (Matrix) Weight: 23 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 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=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3= 191(LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) P y FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; FR oLP , er C UAML DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,,/11111111 1r, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint ! ♦ Q v IN I ° 2. % ts LOAD CASE(S) Standard 4, �a.. .... E N S*.F� e i N 68182 � r ZZ ` O :. T O F .IIIII FL Cert. 6634 July 26,2( 1 WARNING - V-4At deign Par —ad s and READ NOTES ON THIS AND INCLUDED M=REFERENCE PAGE JWI-7473 rm. 10-'08 BEFORE USE. c Design valid for use only with MITek connectors. This design is based only upon parametersshown and Is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Additional temporary bracing to insure during is the responsibillity of the MiTek" Is for lateral support of Individual web members only. stability construction erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rvw�n,n nea.an a- fabricatfon quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4134034 M11311 J8 MONO TRUSS 10 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Tue Jul 26 10:34:02 2011 Page 1-0-0 8-0.0 Scale - 1:17.71 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Weill Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.35 2-4 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 26 lb LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I L FF co" (761 P Y NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fi between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASES) Standard FL Cert. 6634 July 26,20 j L WARNING - V.tl& de ign parmnet— —d READ NOTES ONTNIS AND INCLUDED M MK REFERENCE PAGEB1r1.7473 rw. 10-US RUORE USE. � "' Design valid for use only with MRek connectors. This design is based only upon parameters showrt and is for an Individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the resporuibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding, - fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134035 M11311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page -1-5-0 6-8-12 9-10-1 1-5.0 6-8-12 3-1-5 Scale = 1:20.8'I 4 3x4 M1120% 2,83 12 3 8 7 2 9 10 6 11 5 2x3 M112011 3x4 M1120= 3x4 M1120= 6-8-12 9-10-1 6.8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-757/365 BOT CHORD 2-6=-439/695, 5-6=-439/695 COP'R'y Y FIL"""""""' WEBS 3-6=0/333, 3-5=-802/507 Fm NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 11111 III/I� 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 I N VF between the bottom chord and any other members. COaO 4) Refer to girder(s) for truss to truss connections. ��� QQ;' G•E•N • �'. S'6' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and �� ,•• �,� i 249 lb uplift at joint 5. � 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5 lb down and 14 lb up at 4-4-0, 5 lbw N 68182 0 down and 14 lb up at 4-4-0, and 57 Ib down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up ae •� 1-6-1, 24 lb up at 1-6-1, 10 lb down at 4-4-0, 10 lb down at 4-4-0, and 50 lb down at 7-1-15, and 50 lb down at 7-1-15 on bottom chores The design/selection of such connection device(s) is the responsibility of others. ` •� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i •� T O F : LOAD CASE(S) Standard • . T Q . _�, �i �,.•• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 y \ Uniform Loads (plfl ��j� l�sl ' • • • •' �� �% Vert:1-4=-54, 2-5=-20 ��, p N A - Concentrated Loads (lb) I I / 11 1i l l "0e Vert: 7=10(F=5, B=5) 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 July 26,20 Q WARNING- VeiVy destga parasndt and READ NOTES ON THIS AND INCLUDED W7EKREFERENCE PAGE M-7473 mm 10-'08 BEFORE USE. � Design valid for use only with M(Tek connectors. This design is based only upon parameters shown, and is for an individual building component. � Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral of Individual web members Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' support only. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pOW6q To p[gFngN' fabrication, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4134036 M11311 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Tue Jul 26 10:34:03 2011 Page 1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale = 1:20.6I 4 2.83 FIT 3x4 M1120-- 3 8 2 7 6 3x4 MII20= 2x3 M112011 3x4 MII20= 5 7-3-4 _ 11-3-0 7-3-4 8-11-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(rL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz2=270(LC 3) Max 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 C05�'7 WEBS 3-7=0/331, 3-6=-1164/819 FIL2� NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf 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. %-% v I N VF4 'IO� .j� to truss connections. ,%% PQ 4) Refer to girder(s) for truss ('' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 Ito uplift at joint 2 N • F �� and 318 lb uplift at joint 6. ,E �.••�,� S�''? �i 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� i N( 68182 * ' LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54 •. T O F • Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 2=-2(F=9, B=9)-to-5= 56(F— 18, B=-18) o iC` Q �4u; FL Cert. 6634 July 26,20 1 WARAMG - VaHfi( design parameters and READ NOTES ON THIS AAm INCLUDED M =REFERENCE PAGE MH-7473 ren. 10.US BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. gel Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is flee responsibility of the building designer. For general guidance regarding - pOW[q is -.— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component fabrication, 6904 Parke East Blvd. Safety Inforrnaflon available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/ler - -I- ry C O For 4 x 2 orientation, locate = plates 0-'/,a' from outside aa- edge of truss. O This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 6-4-8 dimensions shown in ft-in-si (Drawings not to scale a 1 2 3 TOP CHORDS 0 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, • Installing & Bracing of Metal Plate Connected Wood Trusses. © 2006 MiTek(DAll Rights Reserved W1 MIMT(Sk®R POWER TO PrRF13RM.10 MiTek Engineering Reference Sheet: MII-7473 rev. 10-108 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully, Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. TYPE OF SURVEY-1 BOUNDARY I PLOT PLAN I U C TIE IN I FINAL TOPOGRAPHIC COMF'LETEU ON: 1 10-12-11 LEGAL DESCRIPTION: 0 SUKVETO115 NUI-05. BEING ALL OF 52 SILVER OAK DRIVE, OF �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH LAKES I \vy SHOWN HEREON. PHASE ONE, OF THE PUBLIC RECORDS OF W.' 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE ST. LUCIE COUNTY, FLORIDA. L` C) LOCATED UNLESS OTHERWISE SHOWN. -Z II 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO Uj THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. Q � 12111CO280 F, EFFECTIVE DATE AUGUST 19, 1989. ABBREVIATIONS: o (J , 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE to W SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD FFE = FINISHED FLOOR ELEVATION V J¢ ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R/W = RIGHT-OF-WAY to a uvi 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE R = RADIUS OF CURVE q� CENTERLINE OF SILVER OAK DRIVE ACCORDING TO THE L = LENGTH OF CURVE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF SF = SQUARE FOOT ST. LUCIE COUNTY, FLORIDA 0 = DELTA OF CURVE o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS n OTHERWISE NOTED. 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. c PERMIT #: St. u le CO. Fl. pafie'� lnifi '� proved w r I w 0) T) Vy/ V W SITE BENCHMARK ELEVATION= 15.60 ASSUMED S89'52'33" 125.879 EXISTING 0 m w O 06 7f7 O 60.97' O ' O L0 AVERAGE TOP 1a.s6' OF FORMS ass` s.o' - 489-6 s '1 2.2' ABOVE EDGE. U) 58' OF PAVEMENT oIro- o CV dp m .69' N -o a. N Lo E, .00 °a 46.01' 8.98' m O EXISTING 52 SILVER OAK DRIVE LAST FIELD DATE: 10-12-11 CERTIFIED TO: SCALE: 1 "=30' ALEXANDER I PIAZZA PSM, INC. WYNNE BUILDERS, INC:, DATE: 10-12-11 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 I hereby certify tt;at tht: survey shown here'onas true and JOB NO.: ® Phone: (772) 340-7770 correct and is -hosed -on actu�i-wraseuremenis' —taken in the Fax (772) 340-2250 field. This s rvey meets the Minimm Technical: Standards 11-1191 LB 728� of Chapter 61017 Florida mkninistrotive cqoq i DATE: REVISIONS: ' LEaANbER J. `PI Pr ofessionbl Surveyor, pper IFR/Pr- II Florida Certificate' No.; "6330 TYPE OF BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLE IED ON: 10-12-11 LEGAL DESCRIPTION: 0 5'UttVE U115 IV111_E5. BEING ALL OF 52 SILVER OAK DRIVE, OF �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE THE UNRECORDED PLAT OF SPANISH LAKES I \v�l W SHOWN HEREON. UTILITIES OR IMPROVEMENTS WERE PHASE ONE, OF THE PUBLIC RECORDS OF . 2. NO UNDERGROUND ST.-LUCIE COUNTY, FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. Q :- 12111 CO280 F , EFFECTIVE DATE AUGUST 19, 1989. ABBREVIATIONS: o U 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE W SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD FFE =FINISHED FLOOR ELEVATION U Q ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R/W = RIGHT-OF-WAY Q 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE R =RADIUS OF CURVE CENTERLINE OF SILVER OAK DRIVE ACCORDING TO THE L = LENGTH OF CURVE aq C9 UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF SF = SQUARE FOOT ST. LUCIE COUNTY, FLORIDA 0 = DELTA OF CURVE o 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. 7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PERMIT #: SITE BENCHMARK ELEVATION= 15.60 EXISTING ASSUMED S89.52'33" E 126.10' m > o� � o a o " AVERAGE TOP Y W 10.98, . ELEVATI FORMS7.82 e'ss' 1s.o' 3 w Q > O "C 2.2' ABOVE EDGE. 58' OF PAVEMENT o F o 0 04 I O O co o m 4.69' N d N - in Lo W • oo "1 46.01' 8.98' :— N> b b J O LO O Z N89.51 17 W N 125.87' n EXISTING St. cl . Co.JFL Datet nit TT77 pirove .52 SILVER OAK DRIVE SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 10-12-11 Surveying • Mapping • Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida' 34983 JOB NO.: ® Phone: (772) 340-7770 11-1191 LB7280 Fax: (772) 340-2250 LAST FIELD DATE: 10-12-11 CERTIFIED TO: WYNNE BUILDERS, II,IC. I hereby certify that the survAy'"•shown hereon is -true and correct and is based bn actual measeurements taken in the field. This survey meets tha, Mir.imm Technical -Standards of Chapter 61G17 F oritla adm nistrc'tive cc ,.' LEXANDER X-PI P ofessional Surveyor pper Florida Certificate No.: 6330