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DATE FILED: PLAN REVIEW FEE: RECEIPT NO.:/ / PERMIT NUMBER: W �f CONCURRENCY FEE: RECEIPT NO.—CERT. CAP. NO.: 1, 2. 3. 4. 5 9 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED �$t,.Lucie County,Building and Zoning NEC� 2-3.00•Vir iniaAvenue CAfV\ �fl t S ' Ft.'Pierce,'FL 34982-5652 , r BY 772-462-1553 I'• Z `* a { St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: Spanish L ces PROJECT NAME:_F a i rwa y G SITE PLAN NAME: PROPERTY TAX ID #: 1306-111-0001-000/0 LEGAL DESCRIPTION (attach extra sheets if necessary): 6/7 34 39 all that part lying northeasterly of I-95 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS (ACTUAL) FRONT: Sal BACK: \Col RIGHT SIDE: �i 0 LEFT SIDE: (.0� 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) DQ NEW CONSTRUCTION j ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [I OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: _ un 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: Wynne �S. �.l %�N ��V ..., �s ADDRESS: 8000 402 34952 Jam' 31 4 CITY: Port St Lucie Ij/}i'j STATE: FL ZIP' PHONE (DAYTIME): q12 8 7 8-5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: ZIP: CITY: STATE: PHONE (DAYTIME): L—) CONTRACTOR INFORMATION ST. LUC ST. of FLREG.CERT#: CGC03599 IE COUNTY CERT #: 0 B 8 9 8, BUSINESSNAME: Wynne Develo ment Corpora iQ QUALIFIERS NAME: Matthew Lyle W ADDRESS: 8000 S. US11 Suite 402 CITY: Port St. Lucie STATE: FL ZIP: 34952 PHONE (DAYTIME): (17 2) 8 7 8- 5 513 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCIUT/ENGINEER: Braden & B r a d e n ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL. ZIP: 34996 PHONE (DAYTIME): (, 7 7 a BONDING COMPANY: ADDRESS: ZIP: CITY: STATE: MORTGAGE LENDER: ADDRESS: ZIP:CITY: STATE: IMPORTANT NOTICE-., ", .%h en a permit is issued and it is not picked up within 60 days, after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), -swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: 1,,�*rtify that all the foregoing information is accura at all work will. be done in with all applicable laws regulator construction n-azenng. STATE OF FLORIDA COUNTY OF St . STATE OF FLORIDA Lucie COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this / ST day of 6-y S T 20 / , by Matthew T,)zl e. Wynne who is personally known ✓ or has produced identification. The foregoing instrument was acknowledged before me this l S T-day of AI-Y&t-! S T , 20J by Matthew T.yl e Wynne who is personally known ✓ or has produced as identification. 11 Signature . Not Signature of Nota ' „ DOROTHY ANN HAFNER .s�" , DOROTHY ANN HAFNER �•�RY P(j i . HYAe - ;_°`+ Notar ��$ c - State of Florida Commission No. ='r°+ +`�; NOWROblic - State of Florida Commission No. E M Co m. xpires Oct 2, 2012 :• * . •E My Comm. Expires Oct 2, 2012 _. »'_ y Commission # DD 827096 p�;� Commission # DO 827096 %•. OFF,,,,,,• Bonded Through National Notary Assn. Bonded Through National Notary Assn NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF A P Y G F THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY, #: SECTION TOWNSHIP RANGE MAP NO. ZONING r LD LAND USE f� , LOT CVG % I TAZ NO. FLOOD ZONE FIRM MAP # �� 1 sT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER /' 1 SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE ON 's PERMIT CODE AREAS s FEE (RADON) r LIBRARY. PUBLIC BLD PUBIC BLD PARKS IMPACT FEE IMPACT FEE CORRECTION L .. � ACT IMPACT FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPAC IMPACT FEE FEE i� FEE FIRE/EMS j -'DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE REQUIRED FEE VARIANCE FEE FIMPACT .' - SPECIFY MECHANIC ROOF* NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION -SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED INITIALS Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: January17, 2012 Re: 1108=60844�, Lot/Block: Address: 6402 Alemendra Street Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets I Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: JFiberglass Blankets Manufacturer: lRock Wool Blankets Density: Aluminum Foil R-Value: Polyurethane Other 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.2511 JFiberglass Blankets Manufacturer: Owens Corning lRock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: IFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: Rock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: JFiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 1 10ther 5. The following have been insulated: CBC1254039 Competency # Wynne Building CorpProfessional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor 16-FEB-2012 03:21 FROM:SOUTH r7"9-T 7723446042 U'L A aw ZU.L Z 4 4: go r r 4ya.4rbL %f 11 Tn:4626443 P.1/1 rib rw= vi r vi c PERMrr — 4 BUILDS jGQNTIMMR: PEST CONTROL CONTRA PAST CONTROL UCE9W we, ft wAr , ft" a submffw to termites In eoo� squ�n It 2m t>sated: A'ec�artta�u af' ealc�t: tm of TreatrMit —,_FWdroelieabnent ts-Trot ,...._Z'� TIeattTl4ft Re-Treut 1Motw y7arrmratbaa oLarnprlRa .per md�rp�dya Aya�r pnp�ar� rocUM62.6 dRunc" ~arw nax"&$db r AroHl�9►�• d���dle�� p�A C.�Ip�dlBta Adam A/Qtf�A1►d1�a� ddk�aic� ha m'J'�ia4adja�brm �l�'�►� St UKft CMW raw* s !br th 1' FWt VL 3402 �.2-2172 f TIE OF TERMITE . tucrlan art. i 308 mvmbmp,eo MI14ftab maim aftn Imb otthe NM 2. dm `j Tow vliw u! M der inuft it swou" eadir�quh�l aR,■m�nt arrr8 QIe� pbrarf�es�claerd 09120�f A rPVMMT Of t I N" gwAgffnbwcll r t* ed�n�liadibrA�r�p►d� m+e.eneem.aaa ,. fttCMWA==M Agm /S ( ��ent i, �t � It+ f In*oftn ! � � �lo►�d 04rb' J�r�» Rxe�tpv Q.t �elloib plwodm wafArawan44WAM+i , ed 7!'bmoI OPpj e&mijiav% sWAgaft am ♦ W&Ohftlaxwof ,13d,1 �■r�►aer�'sh� INA&W to b!e llm c of REGE,�VFF.D FEB 16 2012 Continental Florida Materials Inc. ]�, conTinen ru 13450 W. Sunrise Blvd., Suite 430 III, Sunrise, FL 33323 4 _ rIEIDELBERGCEMENTGroup Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except under the contact with eyes where possible and wash truck's own power, and where site conditions exposed skin areas promptly with water. If any permit the safe and proper operation of his 6 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 V'01 1 I;; R CC 0 1 c' Iv_ I C P t$1 I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his .E particles which, without the use of proper eye or acceptance of risk for any loss or damage. tv j j ; p;a ('y a respiratory protection, could cause eye or nose / acknowledge that l have received and `ii_;1' irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket. `ire 't a' _"k the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent TOTAL Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's WATER YARDS ON TRUCK / GALS OF WATER ADDED ADDED Agent request. 1 0 9 8 7 6 6 4 s 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, I•Ik}SP'�" `r' }-:,. .I_r.. i. lIf.iii'_li°:. v' f•Iii' AAA. Concrete Disposal: yds QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT EXTENDED THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE PRICE f9 !' '%, f,.'i j rin I:r S d , N:,� r Lt:" � �' �-, f= y {r •., t.. „ia r ( ,i 1 tt�r', 4 F t 4 a S.P . ... ..J t, t:! 1t .. r: •'(';'.r :x T^„ hT. �t't� �r �.r M1. �,i, — ). I',, rz I T,. � i. !i ! i., '%_ ;, �, r_e`r: ,f:;'. _ 'r•:d. tli �i'. .- t.: ri it.t-rlll�tr _ "1 ���F ,`i-' CEO D Truck # Plant # Slump Due at Job Use of Concrete '• } ti J � � F'Sd�FRAYN rks Calcium Air Entrain Super Plas. Drivers Namet6' A� n FL ❑ CONCRETE TESTED 1i y t I t `� l I `I'"F TOTAL 0 ueuvery Instructions _ _ _ _ _ rat teTnnnCo 1. WARRANTY: The materials sold by Continental a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to be free from defects in material. This warranty is exclusive and is in lieu other'warranties (whether written, oral or implied), incluc..., —iy warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstancelwill 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 todious 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, consequenti�- I, 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 unde, 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 1.5I 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/..LODATIONS: 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 [fie 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. OQ8NTITIES: 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 c ,pies 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 allege: r 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.MLNLMUM_L0AD_CNAROE: 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.ENVII`16J NTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered. Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHNiCALASSISTANCE: Continental accepts nc-esponsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only ano Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.$AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16.MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or otherwise concerning the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry standards but all changes must be approved by an Officer of the Company. 17.TERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the 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. 0 M CT 14- CU LD u 14-NOV-2011 05:37 FROM:SOUTH Cl?ggT 7723446042 TD-4626443 irk P.1/1 CIRSUMIS op immon IMI" ' f M +Mr �r"A►r VWhMMMMMWft4ft* 11�1rM Anhl�►Af � !� M�i■s�wBle w1 �Iwiiri �rrN�M1 ��Ib Iran vm* arrrauftwo ..P TNNMO hrAM1s�+��n Iwoumm Florida Materials Inc. W. Sunrise Blvd., Suite 430 conTinenTlaL�.-.-,-(5o, 1705®4itnental �. 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 exposed skin areas promptly with water. If any his the safe and proper operation of his permit the sw 6 2 cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to and repeatedly with water and get prompt medical add water to the mix nor to go beyond the Q O treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FORT PIERCE(A) GOI�ICrETE PLANT! 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. 3778 SELV I,TZ ROAD respiratory protection, could cause eye or nose l acknowledge that l have received and 772464-7244 irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida .I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request,. Initials,of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this 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. ARRIVAL TIME _ START POUR TIME --'FINISH POUR TIME LEAVE JOB TIW 000 C> Y S � 0 S �, S� �� / S - - I 10 9 8 7 6 5 4 3 S 1 I /I PURCHASER/ PURCHASER'S AGENT PURCHASER/PURCHASERSAGENT_ P.O. NUMBER/ORDERED BY ZONE' JOB NUMBER 11METICKETED DATE. TICKET i i /0.1 / i '1 i v'2754 SOLD TO DELIVER TO r ORDER. 49 kODKIEV HALLS CONCRETE 6402 ALAiT6ANDRA — FLIRT PIERC t. Concrete Disposal: yds AI QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNITOF UNIT EXTENDED THIS LOAD ORDERED] DELIVERED CODE MEASURE PRICE PRICE 7 pqr ryRtll 3000 PSI-28 DAYS _.. 5098 FUEL r5,gr.� r _ ENV—FE _ Truck # Plant # Slump Due at Job Use of Concrete R621 , F. h :K -,6 SUBTOTAL Calcium Air Entrain ;Super, Plas. Drivers Name 7r+ rr ES' D TAX SMITH, rryT ° ❑ CONCRETE TESTED TOTAL Delivery Instructions 1. WARRANTY: The materials sold by Cc ital Florida Materials Inc. (hereinafter "Continental") are led for 1 year from the date of delivery to be free from defects in material, This warranty is exclusive and is irflieu of all other warranties (whether written, oral or impueu), including any warranty or merchantability or fitness for any particular purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the material upon delivery and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but not limited to incidental, indirect, consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials. or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits, lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including damages for pain and suffering, mental disease, medical or funeral expenses, any other similar damages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE. DATE: Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. C_O...LLECTION COSTS: Purchaser agrees to pay attorneys' flees and costs of collection incurred by Continental prior to judgment, in obtaining judgment. or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS.:' The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE_QONDITIONS: 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 limited to plant and delivery equipment breakdowns, industrial stoppages or shortages of raw raterials. 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.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATiON: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90. Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of.Continental) has added or requested Continental to add any water; admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.1ECHNICA_L_.ASQ..I_STAN�E: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.$AFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16:MODIFICAT....ION OF. i ERfy7.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. 17.1ERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation expires. These terms contained herein supersede any and all terms previously given to Purchaser that conflict with the terms herein, If, at the request of the Purchaser, Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of the Purchaser for a specific project or job, all of the terms set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase order notwithstanding any term or provision in the written contract or purchase order to the contrary and, if there is a conflict with terms and/or provisions of the written contract or purchase order, the terms herein shall prevail and be determinative. St. Lucie County ;. Building &.Zoning Department 2300 Virginia Avenue Fort Piercc, FL 34982 772-462�210 Fax 772-462-6443 Request for 30-Day Temporary.Power Release Date: \C\P.C,c \� Permit Number: �. ZR7 —M% q� Property Address: � THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED 'rHIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE IIF'REBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by cowitruction 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 fulfilled and the prc mice is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the ➢luilding Official .dating the reason for the request. Power may be removed from the site and/or a Stop Work. Order issued if the Final Inspection has not been approved within 30 days. A fee of $7100.00 will be required to loft the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LU IE COUNTY, AND THEIR EMPLOYX+,ES FROM ALL LIABILITIES AND CLAIMS OF AN Y TYPE OF NATURi+T WHICH 1.V,(,AY ARISE NOW OR IN THE FUTURE OUT OF THIS TRAINSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUX{. TO THE DISCONNECTXON OF ELECTRICAL POWE N THE EVENT OF VIOLATION OF THIS AG REEMENT. TUBE DATE DA E A ).('l " \ DATE RECEIVED OCT 2 G 2011 Public Works St. Lucie County, FL conTmEnTl Continental Florida Materials Inc. J4 7 2 1 7 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 c� Tel:'954) 858-0780 CAUTIONII Freshly mixed cement, mortar, UNLOADING Drivers are prohibited HEIDEf LBEQRpGuGE NTGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the 1t 1{���� contact with eyes where possible and wash truck's own power, and where site condifions exposed skin areas promptly with water. If any permit the safe and proper operation of his kr cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to Pe F *�ft T 16 J ! a, 8' — 8 ®$ and repeatedly with water and get prompt medical add water to the mix nor to go beyond the 7 treatment. Sawing, or grinding of concrete curb line, except upon the authorization of FOR T PIF-7RCK, ()3) t=1�1}l► -P(--'I E prL(:iN F masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his z ` lrhtt y particles which, without the use of proper eye or acceptance of risk for any loss or damage. 3778 � Y I -7 l"ytlAD respiratory protection, could cause eye or nose I acknowledge that I have received and 61 - 46 '' 24A irritation. The Material Safety Data Sheets for, accepted the materials listed on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket: Agent TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK /GALS OF WATER ADDED nooeo Agent request. ARRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME 10 9 8 7 6 6 4 3 S 1 PURCHASER/ PURCHASER'S AGENT' PURCHASERIPURCHASER S AGENT SOLD TO P.O. NUMBER/ORDERED BY ZONE JOB NUMBER DELIVER TO TIMETICKETED DATE ild1._/11 TICKET 1.531307 f"MMttKY HAL..1,E GU'aCIPETE I-41.32 A1_t4411,410RA ... FORT W IkA41' Concrete Disposal: yds QUANTITY 'QUANTITY QUANTITY PRODUCT, PRODUCT DESCRIPTION' UNITOF UNIT EXTENDED THIS LOAD ORDERED • DELIVERED CODE MEASURE _ PRICE PRICE If"). 00 40. (M) Jo l`tt11 251 5I F-1 2`' oo PM b' 26 Ftf: y s {-! 1411 t%7J- t,.t l 00 -M 158126 e {'. I E 5 ° Truck # Plant # Slump Due at Job Use of Concrete public Ie ' , 13 5 LtNUUAW n.IJ, �'•— Calcium Air Entrain Super Plas. Driver s Name t. TAX Y ❑ CONCRETE TESTED TOTAL Delivery Instructions Cl1ST(')MFR 1. WARRANTY: The materials3sold by Continental a Materials Inc. (hereinafter 'Continental") are warranted year from the date of delivery to b,P free from defects in Pnaterial. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), includ_ _y warranty or merchantability or fitrFess for anv 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, p-operty, 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 1Oth of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5% per month. 4. COLLECTION COSTS: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy and for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE CONDITIONS: Continental reserves the right to determine whether the site; for delivery reque -,ted 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 Purchasers order. Variations between actual quantities delivered and those shown on the delivery ticket must be noted on all copies of the delivery ticket signed by the Purchaser. Invoice charges will be based on the quantities of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of,products listed on the Continental delivery ticket. f 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 ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.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 0-90, Specifications for Concrete Masonry. Continental is not -asponsible 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.TE.......H...Nl4.AL.A.SS.IS7ANCE: 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 TER. MS: 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. \ Continental Florida Materials Inc. con, !TinenT ■ 13450 W. Sunrise Blvd., Suite 430 Sunrise, FL 33323 ° ■ HE IDELBERG511 Tel: (954),858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibitO.. k. �►�Vj11 N ��GI oup concrete or grout may cause skin injury. Avoid from delivering concrete except under the �Ir�jt {contact fl with eyes where possible and wash truck's own power, and where site conditions �� 6I U i exposed skin areas promptly with water. If any permit the safe and proper operation of his 6 O y cement mixtures get into eyes, rinse immediately equipment. Drivers are not permitted to O 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 {LA C0',1c6.E ! E PUIN I masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his r : nt,l 50. t.; a `i i lil,+f 7U 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 l have received and C >• -•C !l.' , f /;.if irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket the products sold by Continental Florida I understand and agree to the terms on Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. - both the front and back of this ticket. Agent TOTAL WATER Initials. of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. ARRIVAL TIME START POUR TIME ` FINISH POUR TIME LEAVE JOB TIME , 10 9 8 7 6 6 4 3 S 1 `^ 1 _ ..✓/ �' ` �' ':� r PURCHASER/ r r . ..�: r• - PURCHASER'S AGENT • f PURCHASERIPURCHASER S AGENT P.O. NUMBER ORDERED BY ZONE JOB NUMBER TIMETICKETED DATE l 'i. c•-- r.i SOLD TO I "� �' DELIVER TO R'00�EE_'/' I'i31_;'� 'Gtli,1trfl,ET}' i�=�:�7`, ts�.�=t�ia31'��i{6 .. h��i,...l' FIV-4�C Concrete Disposal: QUANTITY QUANTITY QUANTITY PRODUCT PRODUCT DESCRIPTION UNIT OF UNIT THIS LOAD ORDERED DELIVERED CODE MEASURE PRICE 1(A x0°tltt L:�a"{+it_ t; a,t7p�, .1 t`.'T. t: r''b i}S i`Y t WITH L:l ��J •t? 4tfvS,if,v i,.R}„t; °�J,!:?i;f 7',3e;:t, r'l{e:( 4 t.IfR(fttlL:t;° 1,50 l,l..i 0. Truck # Plant # Slump Due at Job Use of Concretes, t- ?t�2 1;=: Calcium Air Entrain SUBTOTAL Super Plas. Drivers Name . •E; . n•r: °it. .�r-ra•�d.;.t °c4t•C.a t TAX ❑ CONCRETE TESTED TOTAL TICKET yds EXTENDED PRICE Delivery Instructions ... . CI ISTnMFR 1. ARi RRANTY: The materials sold by Continental' a Materials Inc. (hereinafter "Continental") are warranted year from the date of delivery to IV free from defects in material. This warranty is exclusive and is in lieu of all other warranties (whether written, oral or implied), incluarng any warranty or merchantability or fitness for ar,fy 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, toss of profits, or any,other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full. 2. EXCLUSIVE REMEDY: Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or services supplied by Continental are alleged to be defective and/or are alleged to have caused purchaser to suffer personal injury, loss of life, property, damage or economic losses as a result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of any negligence, strict liability, or other tortious conduct or statutory violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods, materials, or services purchased from Continental by purchaser and purchaser agrees that Continental shall not be liable to purchaser for any other damages including, but not limited to, lost profits'. lost wages, indirect, incidental, consequential, compensatory, special, delay, punitive or any other damages, including darnages 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. 1 .QiJE.,DAT.F' Payment for all credit sales is due by the 10th of the month following the purchase date. The Purchaser agrees that all past due accounts will accrue interest at 1.5 % per month. 4. CO..L...L...ECTIQN CQST5: Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy acid for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida. 5. MIX CODE/LOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete. 6. DELIVERY SITE. CONDITIONS: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery and Continental may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATTENDED DELIVERY SITE: Where delivery of products is to be town unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. 1 - 8. DELAYS: Continental shall not be liable for any delay in delivery or non -delivery resulting from any cruse 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'compiete 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 ofproducts 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,sxceeding ten yards. 11.WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at' no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE: A $5.00 per load environmental charge will be assessed. 13.SPECIFICATION: Unless specially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for concrete to which the Purchaser (without the approval of an authorized agent of Continental) has added or requested'Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete after delivery. 14.TECHjUU QA...l ASS157A._.NCE: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts. 15.SAFETY DATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. 16:MODIFICATION OE_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. cp inEnT . I HEIDELBERGCEMENTGroup .11b "I' p Gr .:'r ! ' F, r fi ; `Jt -i r 5 and repeatedly with water and get prompt medical add water to the mix nor to go beyond the treathieht. 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 F W-' 1 PIERCE (A) I-wl_•A'NY 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 d i O 61; -fi.A) J f ,z. ROAD irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket i''d'i'd464— f"'4 4 the products sold by Continental Florida I understand and agree td''the terms on Curb line crossed at Purchaser/Purchaser's Agent, request. Initials of Purchaser/Purchaser's Materials Inc. are available upon request. both the front and back of this ticket. Agent ' TOTAL WATER Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchaser's YARDS ON TRUCK/GALS OF WATER ADDED ADDED Agent request. 4RRIVAL TIME START POUR TIME FINISH POUR TIME LEAVE JOB TIME P.O. NUMBER/ORDERED BY 1 SOLD TO 10 9' 8 7 6 6 4 3 S 1 PURCHASER/ r PURCHASER'S AGENT t ZONE I JOB NUMBER I TIMETICKETED DELIVER TO TICKET 9 CA11" 1-?-/ i 1 I 1,2G21 •T Concrete Disposal: QUANTITY QUANTITY, QUANTITY - PRODUCT PRODUCT DESCRIPTION, UNIT OF UNf THIS LOAD ORDERED DELIVERED CODE MEASURE PRIG Continental Florida Materials Inc. • 't`}'4705 13450 W. Sunrise Blvd., Suite 430 j ''° Sunrise, FL 33323 Tel: (954) 858-0780 CAUTION!! Freshly mixed cement, mortar, UNLOADING Drivers are prohibited concrete or grout may cause skin injury. Avoid from delivering concrete except und%the contact with eyes where possible and wash truck's own power, and where site c6itions 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 ORDER: 17 yds EXTENDED PRICE: _ l Da T1 r• ._.- .. n-tV �t � ��.�- - � v e%. Is,f--- �'�,. ��� ._ - `a'.�a�;1P.<t` �Zp,b•j'.'t�y i"".t'i- u?� x" `�`v{� r3"I..�� k•�{,y�SP_ .- .._..-.._ __. __.. _. __ ••� . n* k`-{ $yam t,� �•' y� �g }; j, y { _ y , y (� j . _ZY�/n� I3-. .F.Y"4't. `:-.- _ ...Y -L Yi tt I4 T �!.tl•i L... �f trlt -li. 3 Truck # Plant # Slump Due at Job Use of Concrete SUB OTAL Calcium2607 Air Entrai(t? Super Plas. Drivers Name _ TAX ❑ CONCRETE TESTED Y'Skfl'r$ �`° TOTAL Delivery Instructions 1, WARRANTY: The KateriA stld by Continental F! vlaterials Inc, (hereinafter "Continental") are warranted fc warrant from the date of delivery to be Ife , from defects in rial. This warranty is OXCILISIVO and is in lieu of all other warranties (whether written, oral Or implied), includiny -y warranty or merchantability or fitness fo'r any *.qrticulir purpose. Continental's liability under any Circumstances will not be greater than the purchase price of the materials supplied, the purchaser must examine the mailerial'upon 'delivery and before Installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including, but no, limited to incidental, indirect, .1. consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this agreement. PUCCIMSOr 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 detective andlor 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 tO'tiOUF 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,'modical or funeral expenses, any other similar darnages, or any attorney fees or costs incurred by the purchaser in connection with pursuing any claim, demand or cause of action against Continental for breach of any obligations under this agreement, breach of the express or implied warranties delineated above, negligence, strict liability or other tortious conduct committed by Continental in connection with its sale to the purchaser's use of goods, materials or services sold by Continental. 3, DUE DATE: Payment for all credit sales is due by the 1 01h of the month following the purchase date. The Purchasef agrees that all past due accounts will accrue interest at 1 .5% per month. 4, C.O.L.L.ECTIO-N-C.O.S.T.8: Purchaser agrees to pay attorneys' fees arid 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 GODE/LOCA.T.10N_5: 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 determine whether the site; for delivery requested by the Purchaser is suitable for such delivery arid Continental --- - -_ ------ Q!ItQR�j: Continental reserves the right to may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be respohsible for all costs and damages incurred where adequate access for delivery cannot be obtained. 7. UNATI ENDED DELIVERY SITE: Where delivery of products is to be to an unattended site. Continental will not be liable for any loss or damage to products, property or for unsigned delivery tickets. & DELAYS: Continental shall riot 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 pail 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, QUANDTIE5: 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..M..I,.N.11.M.t.J.M-.L.OA.D-CHA.R G.E.: All prices quoted are based on loads of not less than five yards. There will be a short load charge on each delivery, less than five yards. One call back without charge will be allowed on pours exceeding ten yards. ll.WAITING. TIME: A maximum of sixty minutes per 10 yard load will be allowed at no charge. After sixty minutes there will be a charge of $1.50 per min. 12.ENVIRONMENTAL CHARGE; A $5,00 per load environmental charge will be assessed, 13. SPECI FI CATION: 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 Ifie,,concrLte after delivery. 14.TECHNICAL ASSISTANCE: Continenial,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. 15-5AEEDATA: The Material Safety Data Sheets for the products sold lay Continental are available upon request. , I&MODIFICATION OF TERMS: No employee or agent of Continental has the authority, in the absence of an express writing, to make any statement, including restricting or modifying or 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. 17JERMS: The Purchast]ir 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, 8-OCT-2011 03:14 FROM: SOUTH CF-"T, 7723446042 "-,1•626443 P.1/1 a�ra.o�a..��a"�rr.�r�r■ra�a� ��M,�tR�.D d � 7i�1��Ir�w■� � . �l R Now* 1*0bwm RECEIVED OCT 10 2011 Pia li - Work., c_7t it C )fiFiLS.; FLl DUN � KEI6BERGER.-;, engineering & testing, inc. :.rail Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 6402 Alemendra Street Project Number: PSL-09-3011 (BG 10.3) Permit No: --- Date Tested: 9/30/2011 Client Name: Wynne Building Corporation Technician Initials: BPG 8000 South US 1 #402 Report Date: 9/30/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) `. Laboraf°,>rProet°..,w`_ ' 1 r -tip - _ i f' eldes>ts Dry Cone Density Resistance' Moisture (pcf) (tst) M �,. Minimum Required Compaction M Percent Maximum Density (%) Maximum Dry Density (Pef) Optimum Moisture (%) Test Results 1 12 112 13 107.8 --- 5.7 95 96.3 Pass 2 12 112 13 106.9 --- 7.6 95 95.4 Pass 3 12 112 13 108.6 --- 5.8 95 97.0 Pass Type of Field Density Test: F ASTM D 1556 ASTM D 6938 r ASTM D 2937 Minimum Required Compaction Based on: �' AASHTO T-180 (ASTM D 1557) r— AASHTO T-99 (ASTM D 698) Nuclear Gauge Info: Gauge No. 36817 - Daily Standard Count: - Density: 2238 Moisture: 710 _„.�a.::',i;. 1 Snit e" 1 levah b 0-12 max: gip, ) :1$ 4 .£�Siv.2 4gfi.'gpa::Avyb '444.®S:4 Y �„AT k ,rya 4W T i �� T,est Loca� ou <6402-eAle ena S reet Str c ural� - T.L•'�4=re�'��.:.,_::1'v. Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: 1 NGVD F_ MSL r Other: Inches below top of footing or slab subgrade 1 Structural Fill 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field) ... (1) 4 Utility Baektill - Sanitary St. Lucie County Building Department ... (1) r 5 Utility Backfill - Water 6 Utility Backfill Storm - 7 Roadway Subgrade " 8 Stabilized Subgrade David T. Yo 'ON o SEP 3 O 2' XiaoyanZheng, P.E.,'PhD 9 Base Course Senior Projec M a FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accordance 'th a 61 G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts om 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 5-214 hand-held cone penetrometer. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011(10.3) Progress Report PR 27 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3604109 OR BO =303 PAGE 2013, Recorded 06/24/2011j 01:59 PM AFtPR RECORDING-RE[URN TO:, PFRMITNUMBER: 'nds tipnrs i. resin, c,l Ynr r<•t:orJi,�; iNu J r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. I. DESCRIPTION OF PPOPERTY (Legal description and street address) TAX FOLIO NUMBER:..1 3 0 6 -1 1.1 - 0 0 01 -A0 0 / [) SUBDIVISIOI1iw�ysBLOCK TRACT LOT BLDG UNIT 6/7 34 39 all that part lying northeast of 95 2.GENERAL DFSCRIPTIONOF fPROVEMENT:, single family residence 3. OWNER INFORMATION: ' a. Name b.Address 8000 S US1, Suite 402, PSLI FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 402, PSL FL 34952 772-878-5513 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: TOM Lee Spanish Lakes Blvd. Ft. Pierce, FL. 201- 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 0590 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) • 20_ - - -- --' Matthew Lyle Wynne, viQe—prpsident Signature o w crf r or � v Print Name and Provide Signatory's Title/Office Owner's Authorized Otrcer/Director/Pariner/1V49nager State of #lorida County of S . Lurie Z, 3 day of 20 ( I �k- The foregoing instrument was acknowledged before me this _' a By Matthew Lyle Wynne as Cy--�-=^� (Type of authority...e.g: Owner, officer, trustee, attorney in fact) (Name of person) For Wynne Building Corporation instrument was executed) Pctsonally Known K or produced the tang type of (Name of party on behalf of whom NOTARY TE:OFFfARIDA Rochelle A. Duryea '' Cotnmissioo#DD870198 t Q, ........ Expires: APR. 04,2013 110ND0 THRU ATLVMC (Printed Name of Notary Public) BOHOLND CO., INC. (Signature of Notary Public) !1 Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belie( (section 92.525, Florida Statutes). Signature w wner(s)' Author' e i r/Director/Partner/Manager who signed above: By: By R., OUMMItR—d'.0 STATE OF FLORIDA ST. LUCIE COUNTY TH TH OF By Da r-- WN11.-14E BUILDING CORPORA)-- LION 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 Spanish Lakes Communities Division Port Saint Lucie September 16, 2011 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 6402 Alemendra Permit # 1108-0084 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot has been moved to 9 Cartagesa in our Golf Village park. If you have any questions I can be reached at (772) 878-5513. Thank you, Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 ' section No. DESCRIPTION -2- ___BUILDING PLANNING (Chapter3) LOCAL DESIGN CRITERIA (Table, 1.2(1) unless Weathering area noted otherwise) Frost line depth Floor live load (Table R301; 5) LV 5 psf Termite area Roof live load (Table R301.6) .3 7 psf Decay area Ground snow load psf Basic wind speed % D mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable .(R301, 2.1.1) 5 Seismic design category (SDC) (Figure R301.2(2)J rU 1 SDC C&D provisions (R301.2.2) /N %f} Winter design temperature 1�' 2- Ice barrier underlayment required N Flood hazards i'.1l%4 EXTERIOR WALL LOCATION (R302) IVIA 1-hour rating for exterior walls located less than 6feet from lot line (R302.f, Table R302.1) /'J /%�g Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) ROOM PLANNING REQUIREMENTS Width R303 throu h ceilin R305 1111i3 ceilin light - - ----- -- ventilation v--- Natural Natural re ft� Use 120 7'-0" T-W- 5'-0" 8% floor area floorarea Living Dining 70 T-0' 7-0„ 5 _p 8% floor area 4% floor area Kitchen N.A. N.A. 7�_0�� 5'-0" ° 8% floor area 4% floor area Bedroom 70 7'-0" 71-0�� 5-0° 8% floor area 4% floor area �! 1square feet . q Bathroom N.A. N.A 3 square feet z h . al ventilation and artificial light ' See Sections R303.1 & R303.3 far mec amc t 6'-6" min. over plumbing rixlures. � Floor surface noncombustible; sloped floor � Required heating (R303.8) - (R309.3) SAMTT ION (R306 and R307) %✓ /,0 Carport: open two sides; noncombustible floors; sloped floor (R309.4) (� Water closet Lavatory EGRESS R310 - R312) Basement and sleeping room window for Tub or shower emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear Kitchen area with sink height, 20" net clear width; maximum sill Sanitary sewer (Chapter 30) height = 44" (R310.1- R310.1.4) Alli4 Private disposal (Appendix!) 111 114 Window wells (R3t0.2) GLAZING (R308) j ^5? Identification (R308.1) /11/ 0 Louvered windows or jalousies (R308.2) Human impact loa 67flazardous lacatirnis— (R308.3/R308.4) �(✓ Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) VZ —--13/B" Opening protection (garage to residence); doors, 20-minute fire -rated solid, wood doors (R309.1) / U M Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except I® YP re- quired below habitable rooms (R309.2) -3- e A Exit balconies (R311, 2.1) Exit access or hallway ? 3' (R311.3) r//One exit from each dwelling unit (R31 f.4.1) — Landings for doors (R311.4.3) 0-64 Stairways; minimum width =3'0'; maximum r— stair rise = 7314'; minimum tread =10" with nosing; minimum headroom = 6'8" (R311.5) Landings for stairways; minimum dimension -- 36" (R311.5.4) Special stairways (R311.5.8) _« �- Ramp slope (1:12 maximum) (R311.6) _(t / Ramp landing, minimum Tx T (R311.6.2) Id Ramp handrails; one required if slope 51:12 (R311,6.3) MUMCJO JUL111L V.f DWELLING UNIT SEPARATION (Kai r) Under stair protection (b, 2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces 5 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) Tivo-family di 1gs: 1-hour fire -resistance rating (R317.:;- . Supporting construction (R3171.1) Townhouse: 2 hour exception (R317.2) y/,, _ __ ter" _ Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (R316) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) V/ Proteclion required (Table R301.2(1), R319.11 1415-'," Labefing (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) L,Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) %l''f-"" Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) �Pv Premises identification (R321.1) ACCESS ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORSIPLATFORM LIFTS (R323) A/ (/2 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) /(M Wood foundations (R402.1) Concrete, compressive strength (R402.2) Soil bearing value (R401.4, R403.1) ooting width (see page 51 Footing edge thickness = 6" minimum; footing prajecfion = 2" minimum , but S footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing [Tables R404.1(1) and R404.1(2)J Footings in SOC.0 or (R403.7.4 R403.1.3 and R403.1.6.1) Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings. (R403.1.4, R403.1.4.1 and R403.1.4.2) 0 Sill plate bolting in concretelmasonry='/," di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403;1.6, Table -- - ----R�104 {2" -4- Footings adjacent to slopes (R403.1.7) . N 0 Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) SDC 0 provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] TABLE R403.1 MINIMUM '^""' h Uh CONCRETE OR MASONRY FOOTINGS Pnc,-• --- _ 1-1,500 LOAD -BEARING VALUE OF SOIL (f 2,000 i 3,000 >_4000 entional li ht-frame construction ry 12 12 12 12 r 15 12 12 17 12 12 12 r 23 brick. veneer over fight frame or 8-inch hollow concrete masonry 13,4- ry 12 12 12 12 ry 21 16 12 12 r 32 24 16 12 solid or full r routed masonry 16 29 42 12 i 1212 21 14 32 21 12 16 For 51: 1 inch = 25.4 mm, 1 pound per square foal = 0.0479 kPa a. ,A heFe Fn* W 494ag A4-Width iS 17 ir asp Singe"the of solid or fully grouted 12-Inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407j-- - Maximum unbalanced fill height [Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) Minimum nominal -wall thickness [Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404-1.1(5)] Wood columns (minimum 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) ate size R404.3 1 and R408.2 Sill plate ( ) Ventilation (R40B, ) Insulating concrete forms (fCF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R406.4) are below grade* (R405) SRemoval of debris (R408.5) Soil class (Table R405.1) Finished grade (R408.6) Dampproofing if basements are below grade* - (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) _Beanng 1.5" mini Ian masonry or concrete) and lapped joists (7) Species and grade (R502,1) (R502.6, R502.6.1) Joists - Sleepingg areas, LL = 30 psf _ Lateral restraint and bridging (R502.7, [(Table R502.3.1(1)] R502.7.1) Joists - Nonsleepping areas, LL = 40 psf / Drilling and notching (R502.8) �`- [Table R502,3.1(2)] `L� Cantilevered joists [Tables R502.3.3(1) and Fastening (R502.9) _--- R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.If) bearing walls [Table R502.5(1)1 Girder spans and header sppans for interior _ Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R50 End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Material (R505.2.1) Lz fir' Identification (R505.2.2) Corrosion protection (R505.2.3) STEEL FLOOR FRAMING (R505) Cold -formed ste )plicability limits; in -line framing (R505.1' Structural framing (R505.2) Grade (R503.2.1) Thickness (R503.2.1) �ftAllowable spans jTablesR503.2,1.1(1) and R503,2.1.1(2)] Installation ITable 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum'14" gravel or'/Z' crushed stone (R504.2.1) f Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) Fastening (R505.2.4) Floor construction (R505.3) C9NC�TE FLOORS (ON GROUND) (R506) ((// Thickness. 312minimum; Concrete strength i(R506.1) �...-..-.-- f'll fill = 8 maximum sand or gravel i - (R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.2.2) t/ vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENE:RAL601) `� esign (R601.2) C, Component and cladding wind loads [Table 0 P 2(2)] Windows in windborne debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) Construction [Figures R602,3(1) and R602.3(2)] - - ,---Stud-grade-(R602-.2).------ Exterior walls (R602.3) Stud spacing (R602.3.1) Interior load -bearing walls (R602.4) °vf f'_ Interior nonbearing walls: 2" x 3" at24" o.c. or 2" x 4" flat at 16" O.G. (R602.5) Fireblocking (R602.8) (� Cripple walls (R602.9) Wall bracing method (R602.10.1 and R602.10.3) �_ Wall bracing amount and location (Table R602.10.1) ✓Wall bracing length (R602.10.4) 0- SD D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) - - — -------General-(R603.1- Structural framing (R603.2) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) n ® Headers [Tables R502.5(l), R502.5(2), R602.7.2 and Figure R602.7.2] N Material (R603.2.1) Identification (R603.2.2) protection rotection (R603.2.3) �— Fastening (R603.2.4) _ Wall construction (R603.3) — f Headers (R603.6) Structural sheathing (R603.7) SHEATHING (11604 and R605) Wood structural panels (Rr �A7` - Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606. f2) Unit masonry (R607) Al- 0- Multiple wythe masonry (R608) fJ Grouted masonry (R609) 7"Ar Glass unit masonry (R610) OR WALL COVERING (R702) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) General design (K677.1 and R611.2) Type of ICF wall design (R6 f 1.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION 612) �� c'+ Design basis (R612.1) WINDOWS & DOORS (R613) 0 ' 1`0 General; window sills; performance; testing and labeling (R613.1 - R613.4) WALL COVERING (Chapter 7) (/L Wood shakes and shingles (R703.5) y" Plaster material (R702.2) ��� faster support (R702,2.1) 'Gypsum board material (R702.3.1) Gypsum board support, application and fas- tening .(R702,3.2 - R702.3.8) Ceramic the (R702.4) l 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'/a" corrugated metal; 24" o.c, maxi. mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4. f) - '� Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (13801 ) / /" ( Lateral support and bridging (R802.6) Design (R801.2 and R801.3) -Framing of openings (R802.9) Component and cladding wind loads [Table Wood trusses (R802. L.-A R301.2(2)) �oof tie -down (R802.' 1. 9 ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] `-" r'l' Fire -retardant -treated wood (R802.1: 4 Nit a io strsrage-Lt = 10psf Framing details (R802,'�. I With attic storage LL = 20psf Rafter tie (4' o.c.) (R802.3.1) ,/!/ Spacing N/ Collar ties (4' o.c., in upper third of attic) � I Species (R602.3.1) Grade .yl( Purlins (2" x 4" at 4' o.c. minimum) Span (Figure t p x 2, 3. I Size f n' f /9 Bearing (R802.- I: ) A-f Cutting and notching (R802; �. 6 Engineered wood products (R802.1.6 •� -7- RAFTERS [fables R802.5.1(1) - 1380, (B)) STEEL ROOF FRAMING (R< Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing ta rI/ Species ��� Gra de Span Size He/HR; Adjustment faclor General (R804.1) Structural Framing (R804.2) Material (R804.2.1) r dentification (R804.2.2) v Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) Ventilation requirements (R806.1, R806.2, (� GG de Thickness ATTIC AC S (R807) N TW Access requirements (807.1) allowable stresses/grading F Allowable spans [Table F?503.2.1.1(1)] 803INSULATION CLEARANCE (R808) Installation (R803.2.3) % Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CL SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) ►�'� (Z' Roof drainage (R903.4) MATERIALS kR904) Compatibility; specifications; physical __..characte2isfics,_identification R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) Wood shakes (R905.8) �It-up roofs (R905.9) Metal roof panels (R905.10) ,V r,4 Modified bitumen roofing (R905.11) ✓r',7 Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Al �j Liquid -applied coatings (R905.15) X CATION (R9DEi) General (R906.1) REROOFING (R907) Clay and concrete tile (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) Struclural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907,3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) Spark arrestors (R1, �- i) Construction (Figure R1001.1 and Table R100 -1) SDC D reinforcing/anchorage (R1001.3 and Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) R1001.4) f Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and, Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5,1) Inlet (R1003.16) �i Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) chimney crickets (R1003.20) Mantel and trim (R1001.11) Flreblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004J) Installation (R1004.2) FACTORYBUILTCHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) / v Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment / (N110 f .2, N1101.3) C/ Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (Nf103) `See energy conservation plan review record _ _ --- MECHANICAL (Chapters 12.23) nl __Appliance labeling (M1302, M1303) 1!2 f Appliance access (M1305, M1401) fOl- j � _Appliance installation (M1307) eating and cooling equipment; heating 4 and cooling load calculations (Chap ) '/ Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) M �Il Chimney and vent location and terminations (Chapter 10 and Chapter 18) Al /� pecial fuel -burning equipment (Chapter 19) oilers/water heaters (Chapter20) /L,' /%a _ Hydronic piping (Chapter 21) - Special piping and storage systems (Chapter z2) Solar systems (Chapter23) Penetrations of fire -resistance rated assem-blies (R317.3) Application (G2401,1) - General regulations (G2404)- Pipe sizing (G2< Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) r% Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) 'l /P Water service location and depth Sanitary and storm sewer location and depth (P2603, P2604) !y l Piping support (Table P2605,1) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425- G2428) Misc appliances (G2423, G2429 _- G2453) tion- system-design- Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Listed plastic materials (P2608) Backwater valves (P3008) Plumbing fixtures (Chapter 27) %/'-� =� Fixture traps (P3201) C/ Water heater size and location (Chapter28) A / Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) Service equipment and location (E3501, 3506) ervice size and load calculations (E3502) /S Available fault current (E3506) tL System grounding (E3507). —�V-Ri�quire -b�ancti-citcults (E3603)- — --- NJ.-/ --iring methods (Chapter37) t/ Required lighting and receptacle outlets (E3801, E3803) Devices and lighting fixtures (Chapter39) i i- 7'yo Appliance installation (Chapter40) 1A Swimming pools (Chapter 41) glass 2 remote -control signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Compliance with Appendix E verified .Provisions adopted (R102.5) P PP RADON CONTROL MEASURES (Appendix F) %rV IJ41 Provisions adopted (R102.5)� Compliance with Appendix F verified -10- . Provisions adopted (R102 Compliance wit )endix G verified PATIO COVERS (Appendix H) Provisio W adopted (R102.5) Compliance with Appendi � verified PRIVATE SEWAGE DISPOSAL (Apf ndi P ovfsion adapted ( 0 .5) C lance w' Appe ix erified EX TI G BUILDINGS AND STR _ TURES (Appendix J) ix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -1 1- St. Lucie County Building &a Zoning _ 2300 Virginia Ave `(pR� Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Bui ldina Corporation will be using the following sub -contractors for'the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2r)6n7 Waternroofina, LLC _C g g Gas PERMIT I I ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: C�0q.,4� State of Florida Certification Number (If applicable): (:—:-K) no n S 4- (J E le LJ::r 1'C e- ZiC , have agreed to be the (Company Name/Individual Name) G le C f r c a l sub -contractor for WU ynaml Cv(l)- (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) ORIG NAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: 5 '¢ 15 � Y: C_ :rNi C, , Address: _60 l UJ , (!,�2 c OQd City/State/Zip: f 4- 1?j' ei(' ce EL 4-9 Phone: "? 7,2 — 4/ `p'7 4 fo email: OFFICE USE ONLY: PERMIT # ISSUE DATE �J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (if applicable): C F C 0 5 7 6 7 2 Lindquist Plumbing & Supply Co. have agreed to be the (Company Name/Individual Name) Plumbing sub -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) ORIGINEI.L SIGNATURES ARE 12E UIRED Robert A. Case SIGNATURE PRINT NAME Business Name: Lindquist Plumbing & Supply Co. Address: 3231 Oleander Ave. City/State/Zip: Fort Pierce, FL 34982 Phone: 7 7 2-4 61-19 6 9 email: OFFICE USE'ONLY: PERMIT # ISSUE DATE �,V� DATE y J ST. LUCIE COUNTY PUBLIC WORKS VnitiBUILDING & ZONING DEPARTMENT F �OR10 BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): CAC n 2 4 3 7 9 Comfort Control of St Lucie County Inc have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (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 SIGNATLiRES ARE REQUIRED Barry Zimmerman \ PRINT NAME DATE Business me: Comfort Control of St. Lucie County, Inc. Address: 1 r;n1 gi 1 tmnri- Rtreet City/State/Zip: Pn r f S , i. i _, FT. _' 3 4 9 S 3 Phone: (7 7 2) 7 R S- 9 01 n email: OFFICE USE ONLY: PERMIT # ISSUE DATE �J Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F 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 Roofing-& Waterproof ing,LLChave agreed to be the (Company Name/Individual Name) Roof; na sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE 1tEQUIRED zene L- Andrew Kriska <z4 �,� �k — IGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing & Waterproofing, LLC Address: City/State/Zip: Phone: (772,) 343-8303 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: #1306-111-n001-nnn/n; 617 -4 iA all that part lying (Tax ID/Legal description/Address) northeasterly of I_95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obl'ge 4 nor liable to provide,for, or maintain in any form, adequate drainage off my property hich will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name i-POwner. Signature Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS DAY OF S 1,, 20 A/, BY Matthew Ly 1 P wynnP WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. bo rea-ri-CY A-Klv /7.4FWc-x TYPE OR PRINT NAME OF NOTARY SEAL) ... AFNER r . , Notary Public - State of Florida '• : : •? My Comm. Expires Oct 2, 2012 Commission # DD 827096 OF F�OP`�, •��•" Bonded Through National Notary Assn. r 0 MIN. SETBACK REQ. - FRONT aC) i __S CNRI t; REAR _p ail FILE COPY C.1- 1. 4-0 I 0 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Performance Method A r � r n Project Name: Street: U_kcp, Builder Name: WAYNNE 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 ft2 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 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 7. Windows Description Area b. N/A N/A R= ft2c. R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 HSPF: 8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons gal a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 EF:0. b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 04>r1E Code. calculation indicates compliance r,,,�'4 = `' `.•� with the Florida Energy Code. �'�' mr PREPA Y: _ -_ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 Iryr� I±„�(II - _ I hereby certify that this building, as d d, is in compliance Florida Statutes. with the Florida Energy Code. CO�j WS OWNERONT: BUILDING OFFICIAL: DATE: k 9 DATE: . 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 151.5 ft 0 1451.3 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 1530 ft2 0 ft2 Medium 0.88 N 0 18.4 deg ATTIC Area RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area . Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 489.21 ft2 0 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 148 ft2 0 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 301.33 ft2 0 0 0.8 4 S Exterior Concrete Block - Int Insul 4.1 64 ft2 0 0 0.8 5 W Exterior Concrete Block - Int Insul 4.1 316.31 ft2 0 0 0.8 6 S Exterior Face Brick - Wood 11 204 ft2 0 0.25 0.8 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 E Wood None 0.6 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Ornt Frame Panes NFRC Overhang U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 N Metal N Metal E Metal S Metal W Metal W Metal Single (Tinted) No Single (Tinted) No Single (Tinted) No Single'(Tinted) No Single (Tinted) No Single (Tinted) No 1.3 0.64 N 20 ft2 1 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 ftZ 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 ft0 in 0 ft6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING / v Method SLA CFM 50 ---- Forced Ventilation -- Run Time ACH 50 ELA Eq A Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.2 30 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / ---- Supply ---- ---- Return ---- Air Percent v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft2 Attic 15 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar X Ma X Jun X Jul f X Au f X Se [X] Oct [X] Nov [X Dec �XXJ Heating Jan XFeb �Xj Mar FXJ JXJAr XAPr f X� May f XI Jun X� Jul X� Auf X� SeP [X] Oct [X] Nov [X Dec Ventin X Jan X Feb Mar XAr X May X Jun X Jul X Aug X Se [X] Oct [X] Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 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 & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed'by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavilbetween floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed', insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. FORT PIERCE, FL, 34983 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 ft2 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 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1451 a. Under Attic (Vented) R=30.0 1452.00 ft2 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, default 134.58 ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ft2 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 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 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 comp i ,atu Builder Signature: Date Address of New Home: (&kir3^w�&.�—q City/FL Zip rlck,t%re :ak-1ein 1 .S ST. , °p0 5� WE *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ProjePro Job: ct Summary -�- 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 Prooect Information For: GcCK�d. _QA!(\C1KI&IIWYNNE BUILDING CORP. FORT PIERCE, FL 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 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 Cooling Area(ft2 1452 1452 Volume �ft-) 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating Equipment Summary Make Carrier Trade BASE 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 30020 BFuh @ 47°F 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 L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A = -01-F wrigF�tsolFt' Right-Sufte® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 XfR 16A E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Load Short Form Job: -�- wrightsoft® Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project • • For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GIRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160 MS BATH 53 1011 577 50 27 MS CLOSET 70 78 157 4 7 MS BDRM 252 4186 5360 205 247 HALL 18 19 39 1 2 BATH 45 521 250 26 12 BDRM 2 194 3594 1799 176 83 cc ne= 12no A G 1 A IVIM0 I r_m LMV ou AG.J 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 ,4CCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 A ALA 7A OOA 17L27Qr. iAnn innn TOT ALJ I'fJ 1 G IOU I LWLVJ vv� Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i► W wrightsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 AM— 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 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 151.5 ft 8.7 ft p 1451.3 ft' FOYER 6.0 ft 8.0 ft heat/cool 6.0 x 10.0 ft 60.0 ft' Ty Construction number U-value (Btuh/ftz °F) Or HTM (Btuh/ft� 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 W �G W. 12C-Osw 1A-rlob 12C-Osw 1A-rlob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1A-rlomd 1 D-c2ow 1213-0bw 11 DO 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 1.358 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 0.00 487 40 148 20 21 301 6 64 315 39 30 204 16 1395 56 1451 448 0 107 18 21 295 6, 64 246 39 2 188 16 1395 56 152' 1141 1197 273 605 353 752 213 224 627 1387 479 510 177 1250 77 5761 978 932 234 525 365 644 158 142 537 1029 1788 160 184 2344 117 0 0 0 48 0 21 0 0 0 0 0 0 80 0 60 0 60 0 0 27 0 21 0 0 0 0 0 0 80 0 60 0 6 0 0 69 0 353 0 0 0 0 0 0 217 0 54 0 228 0 0 59 0 365 0 0 0 0 0 0 68 0 101 0 0 VV � C W W Ec; P 1 D C C F 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration b) Room ventilation 2920 0 800 0 107 0 29 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 4 3 920 3600 0 0 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 14% 18% 0 0 0 17945 2467 0 0 0 18521 3214 12% 14% 0 0 0 1027 125 0 0 0 621 87 Total room load Air required (cfm) 20412 1000 21734 1000 1153 56 708 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ��r wrigr.tsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .4CCA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 -1 wrightsoftm Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 46.5 ft 6.5 ft 3 Ceiling height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 509.0 ft 7.0 x 6.5 ft 5 Room area 509.0 ftz 45.5 W Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 %L 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 -G 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I--G IA-rlcb 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 L 11.10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 -D ItV 12C-Osw 0.091 s 2.55 2.18 0 0 0 0. 52 52 132 114 l-G 1A-r1om 1.270 s 35.56 26.39 0 0' 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 196 157, 400 343 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 166-30ad 0.032 0.90 1.68 509 509 456 855 . 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 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 1012 277 115 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 6780 6224 1 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. aka- wr:gr.tsotft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCP. 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 5 Room name Exposed wall Ceiling height Room dimensions Room area KITCHEN 0 ft 8.0 ft heaticool 1.0 x 150.0 ft 150.0 ftZ MS BATH 7.5 ft 8.0 ft heaticool 7.0 x 7.5 ft 52.5 ft' Ty Construction number U-value (Btuh/W °F) Or HTM (Btu ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 %T12C-Osw -- G ti�1A-r1ob 1A-r1ob 12C-Osw 11JO 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 D-c2ow 12B-Obw 11 DO 168-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2:55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 D 68 0 150 0 150 0 0 0 0 0 0 0 0 0 0 0 68 0 150 0 Or 0 0 0 0 0 0 0 0 0 0 0 185 0 134 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 252 0 0 0 0 0 0 0 60 6 0 0 0 0 0 0 53 0 53 0 0 0 0 0 54 6 0 0 0 0 0 0 53 0 8 0 0 0 0 0 138 213 0 0 0 0 0 0 47 0 285 0 0 0 0 0 118 158 0 0 0 0 0 0 88 0 0 V�! l-G W W Ij1A-r1omd P L--D C C F 6 c) AED excursion -8 30 Envelope loss/gain 319 302 663 394 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 36 0 13 Intemal gains: Occupants @ 230 Appliances @ 1200 0 2 0 2400 0 0 1 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 29% 0 0 0 319 76 0 0 0 2702 785 24% 34% 0 0 0 816 195 0 0 0 431 146 Total room load Air required (cfm) 395 19 3487 160 1011 50 577 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 +� 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 MS CLOSET 0 ft 8.0 ft heat/cool 7.0 x 10.0 ft 70.0 ftz MS BDRM 39.5 ft 8.5 ft heat/cool 14.0 x 18.0 ft 252.0 ft' Ty Construction number U-value (Btuh/ft? °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ftl or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 %t -G D 12C-Osw 1 A-rl ob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-r1om 13A-5ocs 12C-Osw 1 D-c2ow 12B-Obw 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 n n a a a s s s w w w - 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 2.18 23,54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 153 0 0 119 0 30 0 64 0 0 0 0 153 0 0 89 0 2 0 162 0 0 0 0 390 0 0 227 0 479 0 139 0 0 0 0 334 0 0 194 0 1788 0 VU-- rG W W ES1A-r1omd P L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 16B-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 C C F 16C-19al 22A-tph 0.049 1.358 1.37 38.02 2.08 0.00 0 70 0 0 0 0 0 0 0 252 0 40 0 1502 0 0 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 Internal 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 0 0 63 15 0 0 0 117 40 12% 14% 0 0 0 3731 455 0 0 0 4701 659 Total room load Air required (cfm) 78 4 157 7 1 1 4186 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 .�CCA E:\wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 -- wrightsoftRight-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 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/W-°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 T -� W. D 12C-Osw IA-rlob 12C-Osw 1A-r1ob 11J0 12C-Osw 1A-rlom 13A-5ocs 12C-Osw 1 D-c2ow 12B-Obw 11D0 16B-30ad 16C-19al 22A-tph 0.091 1.080 0.091 1.080 0.600 0.091 1.270 0.125 0.091 1.270 0.570 0.097 0.390 0.032 0.049 1.358 n n a a a s s s w w w - n 2.55 30.24 2.55 30.24 16.80 2.55 35.56 3.50 2.55 35.56 15.96 2.72 10.92 0.90 1.37 38.02 2.18 23.54 2.18 26.27 17.40 2.18 26.39 2.22 2.18 26.39 59.58 0.85 11.31 1.68 2.08 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 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 T--G W W IjIA-rlomd P L--D C C F 6 c) AED excursion 1 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration b) Room ventilation 0 0 0 0 89 0 24 0 13 Internal gains: Occupants @ 230 Appliances @ 1200 0 0 0 01 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24% 34% 0 0 0 16 4 0 0 0 29 10 24% 34% 0 0 0 421 100 0 0 0 187 63 Total room load 19 39 521 250 Air required (cfm) 1 2 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr7gr.tsoit- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 - 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: comfortccntrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 2 32.5 ft 8.0 ft heat/cool 12.5 x 15.5 ft 193.8 ft' MASTER LAV 8.0 ft 8.0 ft heat/cool 7.0 x 8.0 ft 56.0 ft' Ty Construction number U-value (13tuh/ft= *F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (W) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VV 12C-Osw 1A-rlob 12C-Osw 1A-r1ob 11J0 12C-Osw IA-rlom 13A-5ocs 12C-Osw 1 D-c2ow 1213-0bw 11 DO 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 1.358 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 0.00 124 0 100 20 0 36 0 0 0 0 0 0 0 194 0 194 124 0 80 18 0 36 0 0 0 0 0 0 0 194 0 33 316. 0 204 605 0 92 0 0 0 0 0 0 0 174 0 1236 271 0 175 525 0 79 0 0 0 0 0 0 0 326 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 56 56 0 0 0 0 0 0 0 64 0 0 0 0 0 0 56 8 0 0 0 0 0 0 0 224 0 0 0 0 0 0 77 304 0 0 0 0 0 0 0 142 0 0 0 0 0 0 117 0 1�l L-G W W Lt1A-rlomd P i-D C C F 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 577 0 158 0 142 0 39 0 13 1ntemal 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 0 3203 391 0 0 0 1578 221 24% 34% 0 0 0 747 178 0 0 0 297 101 Total room load Air required (cfm) 3594 176 1799T 83 925 45 398 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. rk wr:gr.tsort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACC ZAA E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = M.18 Orientation = E Page 6 Im ortant,Notice: If visually -graded lumber is -used for the trusses,covered by.. p , these designs, see "SPIB Important' Notice, •Dafed -July 2.8, 2010" (reprinted -at www.rnii.com), before use.., MiTek does`not warrant third -party lumber desi n values.. . .MiTek POWER To PERFORM. « O - RE: M1131A -"Grand Caritoii'V. Porch' ' . MiTek,lndustr-ies,:linc. Site Information: ' 6904 Parke East Blvd Tampa, FL 33610-4115 Customer Info: Wynne: Building Corp: ' Project -Name: M11311'Model: Lot/Block:: : Subdivision: Address n/a. City:. S lu' cie .. State.:.FL . Name Address and. License#'of Structural Engineer.of Record, If'there is..ohe, for the building... : Name: License _Address:. : City State:. General Truss Engineering Cnteria.8�' Design Loads'(Individual Truss Design. Drawings. Show Special Loa di ng:Conditions): Design Code: FBC2007/TP12002-: Design Program: MiTek'20%2071, Wind Code: ASCE 7-05 Wind .Speed`..," 140.mph' ; • . L . o. Roof Load: 37.0 psf a . This package'ineludes 18 individual; dated'Truss DesignDrawings and'O Additiorial Drawings:: Withmy'seal affixed to this sheet•, -Thereby certify that l am the Truss= Des'ign'Engineer and this ihdex,sheet conforims to 61G15-31'.003,secfion 5 of the.' Florida,Board of -Professional Engineers Rules. ; No: ' Seal#.. ]Truss .Name; Date .: -: No' Seal#' °:` -(Truss Name' Date-.: 1 ' ..I T4075043.'• A5 • _ `.; . ' 5/11/011 18 ' T4075060- I KJ8' . 5%11/011 ' 12 1 T4075044 I A6 I '5/11 /011 L. ,., I . . ' I' . • " I I . ' ... ,.: ' .. ....: ..:... I . L ; •, •. ' 13 '. IT4075045' IA7' .-:'. I571'1%011 �4<. ..:IT4075046 �IA.8` .. I5/117011 15 I T4075047 • I A9. 16- I T4075048 : LA'..., •' I, 5%i ffli t 17 I.T4075049 _• .I"GRA : . ,.... 15/11/011 .I'" I8 . I T4075050 .I'GRB 15/1/1011 19 IT4075051' IJ1 ..' . I5/11/011 'I' 10.: ' I T4075052 ' I J2 5/11 /011 I11. - .IT4075053 ':'IJ3...-' 5/11/01-1 I12' IT4075054'.IJ4....-..., .., I5/11/01,1;.I 113 IT4075055 �'J5'. ...' . I6/11/011 114 • J T4075056 'J6 15/11 /01-1' 11.5. •IT4075057 lj7.'.::•: I16 .1IT4075058.. IJ8; :: I5/11/011: I17 'IT4075059 IKE'- I'S/-11/011 :I The truss drawmg(s) referenced above have been .prepared ,by MiTek % %�,�Q J O'%���i,� Industries, Inc. undermy:directsuper.�ision based on the. parameters ���`�\% C E N5 �••�9���� provided by Chambers Truss.. `� ;Q V Truss Design Engineer's Name:"ORegan Philip ::* : No .581`e-O6 :* My license renewal, date for the .state :of Florida. is February. 28, 2013. = NOTE The seal on. these drawings-indicate'acceptance of.' :� ; ST• �: professional engineering responsibility solely foc the truss %��4 o ' O•p,; `���` components shown. The suitability and''use of this component .,� `S; ••.. • R G ��. y p 9' p tyof the:building3��N'ALE for.an articular"buildin is.the.res onsibili designer;: perANSI/TPI-1 Sec. 2.' • F� Cert; 6634 .. , -1VIay'l 1201:1 Megan, Philip..' :.,: .. • ORe � l of'1' . • Job, Truss Truss Type Oty Ply Carlton 9' Porch �Grand T4075043 M11311 A5 SPECIAL 9 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 .1-0-Q 7-&5 10.64 17-0.0 20.4-8 i 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:02 2011 Page 1 26-0-0 340-0 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 5x8MI120= 6 2x3 M1120 11 2x3 MII20 II 3x6 M1120 % 7 34 MI120 2x3 M1120 �z 4 5 8 3x4 M1120 3 9 m 1 2 14 10 11 7x10 MII20 = 15y d 16 d 3x10 M1120 7::- 13 12 3x6 M1120 5x10 MII20 = 2x3 MII20 2.00 12 i 1D-6-4 204-8 26-4.0 i 340.0 i 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 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/rP12002 (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 Horz 2=-153(LC 6) Max Uplift2=-858(LC 3), 10=-858(LC 4) FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5575/3114, 3-5=-5238/2804, 5-6=-5243/2908, 6-7=-2471/1445, 7-9=-2520/1368, F1L1":'3'C00'hY 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-153112933 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 ,t{1i11111��� 1) Unbalanced roof live loads have been considered for this design.3 0 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 •••• DOL=1.33 plate grip DOL=1.33 C E 1V S'P 9/L 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurzent with any other live loads. ` Q`•.'• • 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Z r s. between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearing 2 to ANSI/TPI 1 to formula. Building designer ` * 0 � V 6 ;.'* capacity oc at joint(s) considers parallel grain value using angle grain should verify bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at joint 10. � dam. S/t7-1 E O F : �w LOAD CASE(S) Standard•••�4 O P ,� ON l��rllllll� FL Cert. 6634 May 11,2011 ® WARNING - VeHfir design parcunete and. READ NOTES ON TEISANU INCLINED 517TEK REPERENCE PAGE 1411-747a re , 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. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Of Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTP.k, erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F..- c Pcn .- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Ply Grand Carlton 9' PorchT4075044 �ty M11311 A6 SPECIAL 1 %Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 .1-aQ 8-11-11 i 1s0-0 i 19-0-D 2aa-ai 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:03 2011 Page 1 26-434a0 35•a0 1-o-o s-11-11 s-o•s a-ao 14-e s11-e.0 7-s-o 1-ao Scale=1:62.6 4.00 12 5x10 M1120 % 5x6 MI120� 5 6 2x3 M1120 34 M1120-- 3x4 M1120 34 M1120-- 4 3 7 8 A 14 n 1 2 6x8 M1120 g 10 n n d 3x4 M1120= 12 WO M1120 = d 11 3x6 MII20 2.00 12 5x6 M1120 = 2x3 MII20 I I 10.6-4 i 15-1-0 204-8 264-0 + 340-0 10-6-4 4-5-12 5-4-8 5-11-8 7-8-0 Plate Offsets KY : 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb 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 Horz 2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=5228/3137, 4-5=-4899/2898, 5-6=-2458/1548, 6-7=-2330/1402, 7-9=3059/1811 BOT CHORD 2-14=-2964/4955, 13-14=-1329/2512, 12-13=-1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-412/277, 6-13=-313/575, 7-12=-754/601, 7-11=0/283 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber , t� J O, �I DOL=1.33 plate grip DOL=1.33 , 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. �%% C E 1V � `SF•'. psf �� Q�.'• 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom • 1-2 56 chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of, * ; `! ' ; * .+ bearing surface. /r r 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at joint+ plate • s. : S�IMT E 0 F .' (t/ LOAD CASE(S) Standard••• P •• N_44/� 0 IV R rrnlllll FL Cert. 6634 May 11,2011 ® WVARMMG - VcHfij design parameters and READ NOTES ON TBISANO INCLUDED 5=KRFFEREWE PAGF MI.7473 rev. 10-'OS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Of 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 is the of the MiTek' support of web members only. stability construction responsibillity erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding —venroera• fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 78T N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply and Carlton 9' Porch T4075045 M11311 A7 SPECIAL 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 i1-0.Q 8-11-9 13-0-0 21-0.0 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:05 2011 Page 1 26-0-0 340.0 35-0.0 1-0.0 B-11-9 4-0.7 8-0.0 5-40 Scale = 1:62.6 4xB M1120 4x8 M1120 4.00 12 4 5 2x3 M1120 �� 3 3x4 MI120 6 ,n 1 2 11 7 B ,a rr �j 7x8 M1120 = I 3 d d 3x10 M1120::: 10 9 3x6 M1120-- 2.00 FIT5x12 M1120 = 2x3 M1120 II i 10-6-4 13.0-0 i 20-0-8 i 2E-4-0 i 340.0 i 10-64 2-512 7-48 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ed a 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz 2=-123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=3033/1827 BOT CHORD 2-11=-3012/5002, 10-11=-1821/3184, 9-1 0=-1 601/2801, 7-9=-1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-1 0=-1 032/675, 5-10=-1161454, 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 ` �� 3 Q, 1/ DOL=1.33 plate grip DOL=1.33 , �� �Q /``6' 7 3) Provide adequate drainage to prevent water ponding. %% \� . ,j. •'' G E N s •' y '. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; '0 \ �7 Fes•.• i� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 1 • ' ••; l"+ between the bottom chord and any other members. NI3 /5 26 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of : * ; / bearing surface.- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 lb uplift at joint 2 and 889 lb uplift at joint-_ i/,� .: • 7. :%L AT E O F �: LOAD CASE(S) Standard �i�i(� • �� O Q ,� \���� .�F •' R �• G • FL Cert. 6634 May 11,2011 ® WARNING • Ver1,/fj design parameters and READ NOTES ON IVSAND IRMLIDED 19TEKREPERENCEPAGE lIII.747a rw, 10•'OS BEFOREVS& Design valid for use only with MTek connectors. This design is based any 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 r� A 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 F-m •cnmww• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 Job Truss Truss Type Qty Ply Carlton 9' Porch Land T4075046 M11311 A8 SPECIAL 1 1 b Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 n-D-a a-11-s zaa-B 1 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:06 2011 Page 1 14-D-o 1-0.0 -11-9 2-0.7 4-8-4 4-8.4 2-7-8 3-1-3 7-10-13 Scale = 1:62.6 54 MI120 = 2x3 M1120 11 5x10 M1120 3x4 M1120= 4.00 FIT 2x3 M1120 �� 4 5 6 7 3 RR 2x3 M1120 8 .S " r 1 2 13 9 10 '^ �^ d7x8 M1120 = Ib 111 3x10 MI120 = 12 11 3x6 MI120 2.00 12 5xl2 MI120= 3x4 MII20 = 10-6.4 , 20.4-8 2&0-0 i 34-0-0 10.6-4 9-10-4 z-7-8 11-0-0 Plate Offsets MY): : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psi SPACING 2-0-0 CSI DEFL in (too) Vdefl 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 X 4 SYP M 30 'Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz 2=-107(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=2687/1741, 7-8=2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11 =-1 648/2750 WEBS 3-13=-357/484, 4-13=-933/1546, 5-13=-426/922, 5-12=-10311734, 7-12=-346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. ��� BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ��I 0I 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf )R11 ` DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding.C•E �� �Q N •'• • ��� 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. \.� SF•• 9/L �i psf • ,-.Q�.'• 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit .•, ` between the bottom chord and any other members. 6) Bearing at joints) 2 considers to value using ANSl1TPI 1 angle to formula. N-o--;5 126 Building designer should verify capacity oft parallel grain grain bearing surface. �r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at joint-_ .O •j/,;� 9' 53 ': SF W LOAD CASE(S) Standard ���, •. O R.I.Q `. N AL �c;`*'111111110 FL Cert. 6634 May 11,2011 ® WARNING - Periffu design parameters and READ ND7ES 4N MIS AND INCLUDED EIIiEKREFERENCE PAGE t 1-7473 rep, 20.08 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 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 rpwc —vcwroA.e- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 335104115 Job Truss Truss Type Oty Grand Carlton 9' Porch JPly T4075047 M11311 A9 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 i1r °� 9-a0 148.14 2a4-D 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:08 2011 Page 1 25-a0 340-0 35-0-D 1-a0 9-a0 5•&14 5-7-2 1-0-0 Scale = 1:60.3 This truss is NOT symmetric. Proper orientation is essential. 7x10 M1118H 4.00 12 3x4 M1120= 2x3 M1120 11 7x10 M1118H 3 4 5 6 cS 2 0 1 a d I�5 d 3x5 M1120 % 14 13 12 11 10 9 3x5 M1120 ZZZ Us M1120 — 3x4 M1120 = 5x8 M1120 = 2X3 M1120 11 24 M1120 11 34 M1120 = i 9-0-0 i 14&14 20-4-0 25-a0 34.0.0 i 9-0-0 5-&14 5-7-2 4&0 9-0.0 Plate Offsets MY): : 2:0-3-14 0-1-8 3:0-5-D 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.18 2-14 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.40 2-14 >604 240 MII18H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2007rrP12002 (Matrix) Weight: 148 Ib 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 Horz 2=92(LC 5) Max Uplift2=-533(LC 3), 11=-948(LC 3), 7=365(LC 6) Max Grav 2=704(LC 7), 11=1534(LC 1), 7=41 O(LC 8) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1159/711, 3-4=491/387, 4-5=-382/760, 5-6=-3821760, 6-7=-269/199 BOT CHORD 2-14=-604/1027, 12-14=-60411037, 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 =-1 054/671, 6-9=0/319 NOTES Unbalanced „ ���SI,� 2) Wind:ASCE 7-05; 140 ph (3- econd gust); TCDL=4.2psf BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �O DOL=1.33 plate grip DOL=1.33 \\\\\\\ N • F� ��� 3) Provide adequate drainage to prevent water ponding. E N S •' 9 .� 4) All plates are MT20 plates unless otherwise indicated. . .•''� : Q /L 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �F••.• r % N_[�57 6 •�.. -- "'� 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 between the bottom chord and any other members. tall by 2-0-0 wide will fit : 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 2, 948 lb uplift at joint 11 and 365 lb uplift at joint 7. LOAD CASE(S) StandardC• �'I ATE OF : �4C1 •,��S•O� O R 11111 FL Cert. 6634 May 11,2011 ®WARNING-v,,,%destgnPafa.d.e artdREAD .NOTESONIMSANDINULVED59=KREFERENCEPAGE JW-7473rep, IVORBEFORE 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 Individual Additional temporary bracing to Insure during is The the MiTek' support of web members only. stability construction responsiblllity of 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 ANS1/TPI1 Quallty Criteria, DSB-89 and BCSI Building Component F.- F< rc 69134 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 T4075048 M11311 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 y1-0-Oi 6-7-13 i 12-4-13 17-0.0 21-7-3 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:02:59 2011 Page 1 i 27-4-3 340-0 35-0-D 5-9-0 4-7-3 5-9-0 6-7-13 1-0.0 Scale = 1:59.4 4x5 M1120 = 4.00 12 6 19 2x3 MI120 II 18 24 M1120 11 3x6 MI120 % 5 7 3x6 M1120 3x4 M1120 % n 4 8 3x4 M1120 3 9 0 2 1 10 11 IA d 16 20 21 17 15 13 d 14 12 3x8 M1120= — — 3x8 M1120 = 2x3 M1120 1 4x6 M1120 3x8 M1120 = 3x8 M1120 = 4x8 M11202x3 M1120 11 i 6-7-13 12-4-13 i 21-7-3 i 27-4-3 34 -0 6-7-13 5-9-0 9-2-7 F 5-9-0 fi-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(TL) -0.82 14-15 >486 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz 2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, b-7=-2837/1618, 7-9=2844/1509, 9-10=-3400/1848 BOT CHORD 2-17=-1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14=-298/327, 9-14=-560/479, 6-15=-584/951, 5-15=298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Windt ASCE 7-05; 140mph (3-second gust); TCDL=4 2psf BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber J O DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for 10.0 bottom live load live loads. ��� �Q • • a psf chord nonconcurrent with any other `�� \� •' % ENS'-. 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Q�.•• F' 9/L between the bottom chord and any other members, with BCDL = 10.Opsf. %. 6 • �- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 Ito uplift at joint 5.1 2 and 880 lb uplift at joint Z+ �i 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21 lb up at 15-0-0, 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. .� • I f 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). $/SATE OF w.% LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 '��C�'.•%` _�� ' �i •.; O + 0•P r\ R %� ,���,S�ON.�` Uniform Loads (plf) 2-20=-20, 20-21=-60, 10-21=-20 Concentrated Loads (lb)11=-54, Vert: 18=50(F) 19=-50(F) FL Cert. 6634 May 11,2011 ®WARNING-Ver{ff�desigrspawmeterxaadRFADHO7RSONTHISANDINCLUDED6f/TEK'RIEFERENCEPAGE 14i1-74M2 ,10-'PSBEFORE 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 individual Additional temporary bracing to insure during construction is the responsibility 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 rowcn.n nea_o fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton 9' Porch T4075049 M11311 GRA HIP 1 1 Job Reference o tional Chambers Truss Inc., Fort Pierce Ff. 34982 7,140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 1 1-0- 8-M 11-1-0 17-0-0 18.6-0 22-2-2 26-0-0 34-0-0 5-0- 1-0-0 8-0-0 3-1-0 5-11-0 1-0-0 3 8-2 3-9-14 8-0-0 -0-0 = (+)Top chord must be braced by end Scale 1:61.2 jacks, roof diaphragm, or properly 4x5 MII20 = connected purlins as shown. 11 14 9 3x5 M1120 = 10x10 M1120 = 6 17 6x12 M1120 19 4.00 12 7x12 M1120 % 4 'a 3 7 8 12 13 15 16 18 21 u5 + 10 3x6 M1120 = '1 2 22 23 , 3x5 M1120 = 29 28 27 26 25 24 3x5 M1120 = d 3x6 M1120 = 7x8 M1120 = 5x6 M1120 — 3x5 M1120 11 6x8 M1120 = 3x6 M1120 — This truss is NOT symmetric. Proper orientation is essential. i 8.0-0 11-1-0 18-6-0 26-0-0 i 34-0-0 i 8.0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets MY): : 2:0-2-4 0-1-8 3:0-5-0 Ed a 18:0-0-0 0-0-0 21:0-5-0 Ed a 22:0-2-4 0-1-8 27:0-3-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (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 Horz 2=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), 26=1697(LC 4), 22=711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1), 22=882(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-10=-736/1100, 10-12=-736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 16-18=-736/1100, J111111111 j 18-20=-1733/1453,20-21=-1733/1453,21-22=-1859/1334,4-6=-140/290,6-9=-99/356, o0 Q �n���4� 9-11=-52/411, 11-14=-123/474, 14-17=-45/344, 17-19=-93/279 �% �Q••,.....; 7� �I BOT CHORD 2-29=-3421438, 28-29=-282/344, 27-28=-282/344, 26-27=-688/581, 25-26=-354/461, ` , G' 0. �% G E N 24-25=-354/461, 22-24=-1144/1704 V s 16, qn i� ; Q�,•' WEBS 3-29=-523/811, 3-27=-1452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=832/710, a ,[� !-- 26 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=472/441 ,}�11 * NOTES 1' 1) Unbalanced roof live loads have been considered for this design. /l 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 JY DOL=1.33 plate grip DOL=1.33 i ,' SVAT E 0 F . 441 3) Provide adequate drainage to prevent water ponding. r��'�[�' 4) All plates are 2x3 M1120 unless otherwise indicated. Q;•' �� 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i�` •�' 0 R `� • �� ��� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �I ss • • • �� �'�� N A E betweenfit other ���� � mechanicalconnection (by thers) of truss to bearing plate capable of withstanding 393 Ib uplift at joint 2, 1384 Ib uplift at joint 7) Provideconnection 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/ 2-1 Od nails. 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 FL Cert. 6634 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 responsibility of others. May 11,2011 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ® WARNING - Ver tf it design parumefirm and READ NOTES ON THISAND INCLUVRO D97EK REFERENCE PAGE MI7473 rev, 20•'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown individual temporary bracing to Insure during is the the MiTek' Is for lateral support of web members only. Additional stabilityconstruction responsibillity, of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rowcn fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Truss ITruss Type Qty IPly (Grand Carlton 9'Porch T4075049 1311 1 GRA Chambers Truss Inc., Fort Pierce FI.34982 LOAD CASE(S) Standard 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:50:21 2011 Page 2 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) ��r��irrrrl��1 ..Z. •'�GElVS' y .� •: �� ATE OF 4414. FL Cert. 6634 May 11,2011 AWAPJ41NG-Vertfgd€stgttparameferaand READ Nt37$SgN97!lSdNAINCLUDEPb11TEKRSPERENCEPAGE IdII.7478rep, 20-'OSBEFORE USE. Design valid for use only with MTek 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 p p is for lateral support of individual web members only. Additional temporary bracing to Insure stability during consirucilon is the responsibillity of the IyliTeW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F---PCRFORK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City 9' PorchT4075050 �PW-7rfton M11311 GRB HIP 1 ence o tional Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1 ,1-o-t� 7-0-0 13 a 1a zod-o 27-0 0 3a ao aso 0 0-0 7-11 s-8-1a 6-7-2 6-8-o 7-0-a Scale = 1:60.5 7x10 MII18H % 3x8 M1120 = 6x10 MII20 4.00 12 U6 M1120 = 2x3 M1120 If 3 16 17 18 4 5 19 20 6 21 22 23 7 r; n m1 2 8 9 N N d d 34 M1120 % 15 24 ' 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120 = 2x3 M1120 I I 2x3 M112D I 4x6 M1120 = 3x4 M1120= 7x8 M1120 = US M1120 = This truss is NOT symmetric. Proper orientation is essential. 7-0 0 13 a-1a 20 a-o 27-0-0 34 ao 7-0.0 6-8-14 G7-2 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 (psi SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 MII18H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1251/0-8-0, 12=3292/0-8-0. 8=592/0-8-0 Max Horz 2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav 2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (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=-10401595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10=-454/934 WEBS 3-15=-149/784, 3-13=-862/552, 4-13=-82/779, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=-138/762 NOTES 1) Unbalanced roof live loads have been considered for this design. ttt�/ii11/111j1 O ttt 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `�� ��Q• DOL=1.33 plate grip DOL=1.33 E jV SF•' 9oV 3) Provide adequate drainage to prevent water ponding. ! Q�.'�� 4) All plates are MT20 plates unless otherwise indicated. 7 %. N-o—;5� 1,2 6 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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 lb uplift at joint 1= and 459 lb uplift at joint 8. ^�/„`qT E OF 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. : r •, •(vim+ �; ,�'.•.t` P �� 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 128NZ , lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 115 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4115 �i� •. 0 R t, ©."* \ lb down and 128 lb 1 and 128 lb up at 11-4, and 146 lb down and 1 lb up at 27-0-0 on top and 1-4, and 115 lb oatn9-0-12, lb 15-0-12, 90 lb/O ni p1- down at47 437 lb down and 1 6 lb up at7-0-0, 90 lb down 90 lb down at11-0-12, 90 lb down at 3-0--12, 90 11111111111111t 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 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cert. 6634 LOAD CASE(S) Standard May 11,2011 Continued on page 2 ® WARNING-Vertfg design parameters and READ NOYES ON INISANU INCLWED AVTEKREPERENCE PAGE BII.7473 rep, 10 '08 BEFORE USZ Design valid for use only with M7ek 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 A is for lateral support of individual web members only. Additional temporary bracing to insure stabilityduring construction is the responsibillity of the MiTek' erector. Addi tonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowsft+b.cAeo fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 lob Truss Truss Type City Ply Grand Carlton 9' Porch T407505 411311 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ft. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pff) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=437(B) 10=-437(B) 16=-115(B) 17=-115(B) 18=115(6) 19=-115(B) 20=115(B) 21=-115(B) 22=115(B) 23=115(B) 24=45(B) 25=-45(B) 26=-45(B) 27=-45(B) 28=45(B) 29=-45(B) 30=-45(B) 31=-45(B) 32=-45(B) FL Cert. 6634 May 11,2011 ® WARNING - ir, o deaigm parmmet. nd READ N07ES ON THISAND 7Ni LVED bfJ7EKREFEREWE PAGE 1411-7473 r , 10 '08 BEFORE UEZ c Design valid for use only with Mifek 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 during is the the MiTek' Is for lateral support of individual web members only. Additional temporary bracing To insure stability construction responsibillity of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F.— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610-4115 CM Type )TRUSS Ply I Grand Carlton 9' Porch T4075051 Chambers Truss Inc.. Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:12 2011 Page 1-0-0 1-0.0 3x4 M1120 = Scale = 1:6.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TPI2002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) Ildefl Ud 0.00 2 >999 360 -0.00 2 >999 240 0.00 n/a n1a PLATES GRIP MI120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz 2=66(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to supporting Max Uplift2=-190(LC 3) carrier truss (typ all applicable jacks on this job). Max Grav 2=125(LC 1), 2=125(LC 1), 4=16(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 1>t/ 111I III, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. \�\Q• 3 01 If ,` 41 • Rot /J1`6 S SATE OF N A; 0��. LOAD CASE(S) Standard FL Cert. 6634 :] May 11,2011 ® WARNING -Veal al..19p ramete,.andREADA107ESONTHISANDJJVCL4MRDAM=REFERENCE!'AGEddlTl-7478res. TO-V8BEFORE (J$R ��c 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 io 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 rawcw+o rcaroxx- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 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 TrMONO TRUSS Truss Truss Type l4 1 Qty Ply M11311 J2 Grand Carlton 9' Porch T4075052 Chambers Truss Inc., Fort Pierce FI. 34982 1-0-0 2-0-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page Scale = 1:7.9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITPI2002 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 (too) I/deft Ud 2 >999 360 24 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc 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 au' e REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz 2=73(LC 3) Max Uplift2=-165(LC 3), 3=-34(LC 4) Max Grav 2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. truss to truss to girder(s) rconnections. A,,,��� 3 . 5) Prover ide vide mechanicalconnection (by others) truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. ,%%���� 0 'LOAD CASE(S) Standard . ,�.• G•E Z1 S/T / OF : lv 9/0 FL Cert. 6634 May 11,201 ® WARNING - Iles-PjV design parameters and READ MMS ON TRIBAND INCLUDED AVMKRRFEPX=R PAGE J91.7471 Ten, 20•'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 is for lateral support of individual web members only. Additional temporary bracing to insure stability dudn$construction is the responsibillity of the _— Meteerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. or general guidance regarding powcR,o pcRra fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP]l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-411 r Truss Truss Type City Ply Grand Carlton 9' Porch 1311 �J3 MONO TRUSS 4 1 T4075053 Chambers Truss Inc., Fort Pierce FI. 34982 1-0.0 3-D-0 3x4 M1120 = 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:13 2011 Page Scale = 1:9.6 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/deft L/d 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 FBC20071TP12002 (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 u' e REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Harz 2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav 3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. `t,111111111 111� 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. �% J O, LOAD CASE(S) Standard ENS, ' I S TE OF :��•` •���,, •,off O R l Q P C��,� •';S'`910N A' ���`% FL Cert. 6634 May 11,2011 ®WARNING-Verfftfdestgnparametem and READ NOTES ONMIS AND INMUDEDAffrKREPERENCEPAGE MI-7473rep, 10•'OBBEFOREUS&. ��• Design valid for use only with 147ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown p is for lateral suppod of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MOW erector. Addittional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWER m.[RFO fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075054 M11311 J4 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page 1 1-0.0 4-0-0 Scale = 1:11.2 3 4.o0 12 rA 2 1AA 3x4 M1120 = 4 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Horz 2=113(LC 3) Max Uplift3=-87(LC 3), 2=215(LC 3) Max Grav 3=81(LC 1), 2=216(LC,1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3 and 215 lb uplift at joint 2. `,,�i� LOAD CASE(S) Standard �� `��P• C•E !U RO-5 1 y � � • mil!;-; - OF :�� fill, ltitttt FL Cert. 6634 May 11,2011 ® wARN7%G - Vertfy dasigtr parmmet— --d RF•A[I iMTES ON 17USAND MCLUVED WMK REFERENCE PAGE M11.7473 rep, 20208 BEFORE USZ Design valid for use only with M7ek connectors. This design is based onlyupon 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 6UIiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F.— fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4116 Truss Type USS MONO TRUSS Oty Ply 1 Grand Carlton 9' Porch 1311 IJ5 Truss Inc., Fort Pierce Ft. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 5-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007rrP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:14 2011 Page Scale = 1:12.9 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(TL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=111/Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz 2=134(LC 3) Max Uplift3=123(LC 3), 2=-231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at join 2. LOAD CASE(S) Standard t %0%, i 11111111 V • l�V^�� • VL i $SATE OF441 .' .o /O N AL E0 �. 'ItI11t;u1e FL Cert. 6634 May 11,2011 ® WARNING -V.JNdslgrparametzrsandREAD NOTES ONTHISANUINCTWW5IITEKREPERMWEPAGE 09-7473rep, 2041>8BEFORE 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 paramenfers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown A Is for lateral suppport of individual web members only. Additional temporary bracing to Insure stability durfng construction is the responsibillity of the MiTek' erector. Addl lional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding m tobricafion, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 1311 TRUSS Ply lGrand Carlton 9 Porch T40750561 Truss Inc., Fort Pierce FI. 34982 dI LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 6-D-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Scale = 1:14.5 CSI DEFL in (loc) I/deft L/d PLATES GRIP TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 BC 0.51 Vert(TL) -0.14 2-4 >476 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 20 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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 gu REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz 2=155(LC 3) Max Uplift3=-158(LC 3), 2=-248(LC 3) Max Grav 3=140(LC 1), 2=285(LC 1), 4=110(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 158 lb uplift at joint 3 and 248 lb uplift at join 2. LOAD CASE(S) Standard I�Itlllll!//� •'.G.ENS• '2+tTE OF .44140 FL Cert. 6634 May 11,2011 ® WARNING - Ve ifiu design parameters and REED NOTES ON THISAND INCLUDED AUTEK REFERENCE PAGE MI.7478 rev. 20•'08 BEFORE USE. ! Design valid for use only with M7ek connectors. This design is based any upon parameters shown, and is for an Individual building component. MR Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown temporary bracing to Insure during is the the MiTek" is for lateral support of Individual web members only. Additional stability construction responsibilliiy of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vowen+s •earuw.a• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 a Type )TRUSS Ply I Grand Carlton 9' Porch T4075057 Truss Inc., Fort Pierce FI. 34982 aI LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 7.0.0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP No.3 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:15 2011 Page Scale: 314"=1' CSI DEFL in (loc) I/defl Ud PLATES GRIP TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 BC 0.71 Vert(TL) -0.27 2-4 >289 240 . WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc 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 ou'de REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz 2=176(LC 3) Max Uplift 3=-191(LC 3), 2=-267(LC 3) Max Grav 3=169(LC 1). 2=321(LC 1), 4=130(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14fl; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at join 2. LOAD CASE(S) Standard FL Cert. 6634 May 11,2011 ® WARNING-Veriffj dmign paaametem and REW JV073S ONTRISAW INCLUDED b9TEKRWERENCBPAGE A111.7473 rec, 20-'08 BEFORE US& �• Design valid for use onlywith 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 r� /r 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 vowce-rowx• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. Fl. 33610-4115 311 Type MONO TRUSS Ply (Grand Carlton 9' Porch T40750581 Chambers Truss Inc., Fort Pierce FI. 34982 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 1-0-0 3x4 M1120 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 4 SYP M 31 8-0-0 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:16 2011 Page Scale = 1:17.7 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TC 0.36 Vert(LL) -0.14 2-4 >638 360 M1120 249/190 BC 0.28 Vert(TL) -0.35 2-4 >255 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 26 Ib 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 uide REACTIONS (lb/size) 3=197/Mechanical, 2=35710-8-0, 4=75/Mechanical Max Horz 2=197(LC 3) Max Uplift 3=-223(LC 3), 2=-286(LC 3) Max Grav 3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at join 2. LOAD CASE(S) Standard ���>,tu rurrtr r S^ATE OF 01 ' w� 1ON AI-�� % rrrrnrnti�� FL Cert. 6634 May 11,2011 ®WARNING-V.1fiydwsrgnparametemand RRA M=SONTHISANDIMIWZDA=KUPERSNCEPAGE kilt-7473rev, IO'08MORE Usa Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabilityduring construction is the responsibilliy of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidanceregarding rowsR+o P[RFORK` fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamoa. FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton 9' Porch T4075059 M11311 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 11 6 12 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 4-10-1 1-5-0 6-6-12 3.1-5 Scale=1:20.8 4 2.83 12 3x4 M1120 = 3 8 N 7 2 1 9 10 6 11 5 2x3 M1120 1 3x4 MII20 = 3x4 MII20 = 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X Y : 5:0-0-2 0-1-8 LOADING (pso SPACING 2-0-0 CSI DEFL in floc) I/defi 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(TL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz 2=176(LC 3) Max Upl'1ft4=-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 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed 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 ,,�I1111111I��� J' O between the bottom chord and any other members. ♦♦�\�Q ♦ 4) Refer to girder(s) for truss to truss connections. � ♦ a\ y � C•E `SF•• 9� �i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4, 405 lb uplift at joint 2 and♦Q` .•• 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 lb Z 6 down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb up at: * ;• ' 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 chord /; r l / The design/selection of such connection device(s) is the responsibility of others. / j ,- 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �f •' o. '! =1'AT E OF 0. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 .0 00�,�'. A}�♦♦ �i� •• < O Fi +; O P,•• ♦ ♦♦� • • Uniform Loads (plf)Vert: 14�54, �j l� • • • ♦♦ N ,�� A` Concentrated520 Loads (lb) It 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 May 11,2011 ®WARNING-VerlfvdcslgrtParamefersandREAD IMTES 0NTHISAND rNCLUUED119 =RSP&RENCEPAGEM71.7473reo.10-O8BEFORS USR 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 parameniers and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rawcR ro•LRfORM• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criferla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 9' Porch T4075060 M11311 KJ8 MONO TRUSS 2 1 Job Reference o tional Cnambers Truss Inc., Fort Pierce FI. 34982 d 7.140 s Oct 12009 MiTek Industries, Inc. Wed May 11 12:03:17 2011 Page 1 11- 0 4 11 3--12 Scale = 1:20.6 4 2.83 12 3x4 M1120 3 8 2 7 6 3x4 MII20 = Zx3 MII20 I I 3x4 MII20 = 5 734 11-3-0 i 7-3-4 - 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (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 B-5-15 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation u' e REACTIONS (lb/size) 4=202/Mechanical, 2=480/0-11-5, 6=563/Mechanical Max Horz 2=270(LC 3) Max Uplift4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1118/560 BOT CHORD 2-7=746/1060, 6-7=-746/1060 WEBS 3-7=0/331, 3-6=1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,`Ill ,�$ O,p �� �Q AF �j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 4, 373 lb uplift at joint 2 �\�.•� E N g • • �'y'%, and 318 Ito uplift at joint 6. �. F�'•• i� : Q 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �Laa 6�. LOAD CASE(S) Standard �,2 � * ; ,�„ „- ; * .• 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) y .fl /�/r,% jr Vert: 1-8=54 T E OF � Trapezoidal Loads (plf) C 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) •' ��;,�'•�.�` P •• �� < ����• •• O RI O • �� `�. �11 N A11 E�, FL Cert. 6634 May 11,2011 ® WARNING - Vert, fy dcstgn parameters and RFAD M37Es oN rills 6NA IXCL,mw i fr7zKREFERENCEPAGE MII-7473 rev, 20-VS BEFORE US9 fi Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek' erector. Addillonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding F----Pcnrowra- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 1�16 For 4 x 2 orientation, locate plates 0-'49' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : 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 8, Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C1-2 C2-3 czQ 4 WEBS o o O m U ebb h U a- O C7-8 C6-7 CS-6 BOITOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING.AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ER-5243, 9604B, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A General- 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. U: 4. Provide copies of this truss design to the building U designer, erection supervisor, property owner and = all other interested parties. U a- O 5. Cut members to bear tightly against each other 6. Place plates on each face of truss at each 5 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. © 2006 MiTek@ All Rights Reserved ��o W1 MiTek 0 PBWER Ta PERFORM.' MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 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 ANSIAPI 1 Quality Criteria. TYPE OF URVEY-1 BOUNDARY PLOT -PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 10-04-11 DESCRIPTION: SURVEYORS NOTES: BEING ALL OF 6402 ALEMANDRA STREET, 30 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO - II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. LUX 12111 CO065 F, EFFECTIVE DATE JUNE 30, 1999. ABBREVIATIONS: �- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION 0 y .. SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE = V 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE a CENTERLINE OF ALEMANDRA STREET HAVING AN ASSUMED SF = SQUARE FOOT 15 BEARING OF EAST,ACCORDING TO THE UNRECORDED PLAT OF 0 = DELTA OF CURVE FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. SCALE: 1 "=30' DATE: 10-04-11 DRAWN: CJM JOB NO.: 11-1186 DATE: FR PG• I_ I- w w 0 cn Q O m cn 00 ¢Q o_ J N D Z w a It Y / r 0 0 0 Z PERMIT 1 20' PAVED ROAD ALEMANDRA STREET •L - - .... �p 14. C4 0 15.86' 0 A AVERAGE TOP 9.9, F 1O OF FORMS EnELEVATION=26.3 W ?.38' ABOVE EDGE OF PAVEMENT O t0 1s.s1 PATIO 1.6.0 0 6 N89'54110"W 60. 300 00 pm 0 7— 0 0 V) ..e 6402 ALEMANDRA STREET LAST FIELD DATE: 10-04-11 ALEXANDER J. PIAZZA PSM, INC. CERTIFIED TO: WYNNE BUILDING CORPOR'ATIOPJ " � ' t, Surveying • Mapping " Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 " - ;r _ *LEB#7280 I hereby certifyAhat the'survey^showrf heret�n.Ts true and Phone: (772) 340-7770 correct and is based on actualirreoseurement's taken in the FOX• (772) 340-2250 field. This survey rmets the Minimm Technical^Standards of Chapter 61G1;Florida administrot.ive ode. � DN 1 C 1 ram. Professional' Florida Car