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HomeMy WebLinkAboutSUBMITTED PAPERSrt lu�vie xy: I "I.DATE FILED: PLAN REVIEW FEE: — _00 RECEIPT NO.: � PERMIT NUMBER: Ito 1-0 l agL, CONCURRENCY FEE: RECEIPT NO.: CERT. GAP. NO.: 1. 2. 3 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED � �E cad .: St. Lucie County Building and Zoning S(;ANNE2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652 St. Lucie County 772-462-1553 em v / APPLICATION for BUILDING PERMIT f D® CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: 16 Dan zar PROJECT NAME: Span p a n i s h Lake s illa IIgTeE PLAN NAME: PROPERTY TAX ID#: 1 3n1T-1 1 $-0001-000/�• 4. LEGAL DES CRIPTION (attach extra sheets if necessary): East , of section 1 township 34s Range 39E, lying N&W of Turnpike Feeder Road 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) 11. SETBACKS. (ACTUAL) FRONT: 3 3 '_ BACK: 15 RIGHT SIDE: 91 LEFT SIDE: 12 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) L,] NEW CONSTRUCTION [ ] EXPANSION/ADDITION (] INTERIOR RENOVATION [x] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: Same 14. SQ. FT OF CONSTRUCTION: 2 p 7 ri _ 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ 51,000.00 Cs 20-3 210.2- S C� 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 0 OWNER INFORMATION NAME: Wynne Buij�dinq corporation ADDRESS: 8000 S US1, Suii-P 402 12%04 SW I2Z Aie, CITY: Port S t. Lucie STATE: F L ZIP: 34952 3d5k;94 -& PHONE (DAYTIME): q=) A 7 R- 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: CITY PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION STATE: ' -ZIP: ST. of FL REG.CERT #: C G C 6 3 5 9 9 ST. LUCIE COUNTY CERT #: 0 8 8 9 8 BUSINESSNAME: Wynne Development Corporation QUALIFIERS NAME: Matthew Lyle W n n e ADDRESS: 8000 S. US1 , Suite 402 CITY: Port St. Lucie STATE: F L ZIP: 3 4 9 S 2 PHONE (DAYTIME): Q 2) 8 7 8- 5 513 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email: ARCHIT/ENGINEER: Braden & Braden ADDRESS: 417 Coconut Ave. CITY: Stuart STATE: FL ZIP: 34996 PHONE (DAYTIME): (7 7 4 2 8 7- 8 2 5 8 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: EVIPORTANT'NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. r- OFFICE USE ONLY BP #: SECTION Y TOWNSHIP RANGE •% MAP NO.34 ZONING u— ^ LAND USE RA� LOT CVG % TAZ NO. FLOOD ZONE X FIRM MAP # i D �— 1ST FLR ELV MAX HGT CONST TYPE I 5 V OCCUP TYPE �3 MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE ��� AREA FEE FEE (RADON) LIBRARY PUBLIC L PUBIC BLD PARKS' IMPACT IMP IMPACT IMPACT FEE CTION FEE FEE GENERAL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT "SCHOOL FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE v y 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 RECEI:VED :act==- _ v./_• . ^+/1 .:u,;rv'r.. .- -' i; =`. 1'12'+.JAi- t'-'fi M1; ;.a^' DATE R;t<.ia;4-,, 5 ' n ,•_:, "� , ._'� y ib�, ;' .� ``'r t<. �.. 'A• 4' 9 % .�" t laitil 13 9_`_'� �?!'a;: <�- a. S° q:c}f i+� ::,�J #!!`Sai ''- i COMELETED,� ., INITIALS' ir 17 ss-�1'°'='''c'•`--�•�P"x-"a'�'�° i CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in co pliance with all applicable laws regulating construction and zoning. OWNER OR CO TOR SIGNATURE CONTRAIRTOVtMaifM STATE OF FLORIDA COUNTY OF St. Lucie The foregoing instrument was acknowledged before me this // r—day of ..%A"y&R y20 by Matthew Lyle Wynne who is personally known of No Commission N or has produced identification. STATE OF FLORIDA COUNTY OF S t - The foregoing instrument was acknowledged before me this // day of ✓ AN u A-#e �/ . , 20_!J, by Matthew Lyle Wynne who is personally known �or has produced as identification. Signature of N ry DOROTHY ANN HAFNER Notary O&all State of Florida Commission No. My Comm. Expires Oct 2, 2012 Commission # DO 827096 Bonded Through National Notary Assn. N Y bWHY ANN HAFNER lic - State of Floric My Comm. Expires Oct 2, 201 COmmiSSlOn # DO 827096 Bonded Thro nh v2f".i NOTE: TWO (2) I H SIGNATURE MUST BE NOT _ 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. 19-JUN-2011 19:42 FROM:SOUTH COAL ') 7723446042 TO:ac?5443 P.1/1 Felt !'lam% YL 34M CERTIFICATE OF TIE Alil TREATMENT PERMN #: / / - o1,,,2 A- Iola ADDRESS: jd2 ,—>W Ft /CONTRACTOR: PEST CON WL CONTRACTOR Z0 4- 7,;r z -e 4 zi ;r- pESr CONTROL LICENSE #: ft dw undudWm d, WOW o■rtsM OW we h m pnbwftd tt+s obese rinwlnd con*udbn for subterrama tmnfto to B= with ft Aftof the WWwW Pint CbnW fo=Mjm, �qu.rn fbet t<� treapd: ,� pomftp of aal mm: , d 9-r Dade of Tram "a t. 6 - /G -- // - ......vwnv A naIaRent T, pdYaw 18 TMibm t Otha TOW 991oeas used' to�.=.s Vie: orb 7mwft a~tfi►pWAgft a►Wnmft A WO!lar A l - l p/Ir�l� Iwrr� �'rMr�*MrrM �ara■d1�I�e►p wee. adr�i �'°�e�►m.tda��aoraoor�prr�� �rna�r�t . �+x�arorw�en; eM+.rdd�es�raa.r,�pr,t�►� air 18dMdi1 bAmia►p i wl r►ldl�li i l d armat 1lhel dM►�br I st LNU Comm nqukw,%t 00 fmW_.. - � n 1br a* ■ Ma�t lw ft 4a piste. w !h& —�...�l m.md a.....— .._..— _ - - - UN220?011 Professional insulators of South Florida FTC Insulatiou bstallation Certificate To: St. Lucie County Dater June 1.201..1 Re: 11-0101.22 Lot/Block- Address; 16 Danzar Ave Project: The undersigned hereby certifies that insulation has been installed in the above described ro ert as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi FoiI Rock Wool Blankets Density: X Ahiminum Foil R-Value: R-4.1 Ril id Board Polystyrene Omer Exterior (frame walls) have been insulated with: 7'hicTcaess in inches: Manufacturer: Density: R-Value: 2. Ceilings (rear porch) have been insulated with: Thickness In inches: 110.251, Manufacturer: Owens R-°Value: Ceilings (Vaulted/Catbcdral' Thickness in inches: Manufacturer: Density: R-Value: Interior kneewalls have been Thickness in inches. - Manufacturer: Density: R-Value: Garage partition walls of A/C been insulated with-. Thickness in inches: Manufacturer: Density: R-Value: insulated with: ea w:.-;n: area have 31/2" Fiberl R-11 Blankets I_I Blanket Foil erglass Blankets •k WooI Blankets +:rglass Blown Eulose Loose kill er +rglass Blankets :rglass Loose Fill k wool rglass Blown alose Loose Fili urethane y-on Cellulose :1,. Wool Blankets erglass Blankets a y-on Cellulose yarethane ier 17-MAY-2011 05:16 FROM:SOUTH hCOST 7723446042 T�;4626443 P.1/1 I iro n Ave Fart Plercer FL 34982 772-462-2172 FaX' 772-462-64431 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION WIL TRIATKINT PERNITT *: ' 1161-• C) 11Z 1013 ADDRESS: 16 Da,H�t_At?, BUILDER jCONTRAC FOR: --- PEST CONTROL CONTRAC R.- s' u PEST CONTROL LICENSE #: M3 110-r 2 We, the undersigned, hereby certffy that we have pretreated the above described construction fbr subtumneen termftes In araordance with the alandards of the Matlonat P=t Control Amodation. Square Peet if arm treated: .3 0 Percentage of solution! , O Aj- Date of Treatment: .S = / 7- // _�F*oting la Treatment Re -Treat Driveway 3¢ Treatment �r 1" TA�aet .,Re -Trent Chemkols Used: �•�e •s Total gallons tads s` — -- - - - - Time of Treatment: ,._.___Slab _e Tmtment ,_,..-Re-Treat; —Pools 1" Treatment _wTrest —PelmqW for Rhal Inspection gnature of Exterminator Mote: 71mre rt ZW & a cvmpAW AM her e8o n+aU#Ed C1WbtWj cr t L`dlL1dt71t1 f and d* &M Mgt be Qe tfre" sea tc de POW cop Ay M& AagpOCWBt AMMO efetrdt dWWft r of ft Sdre Wd k%pe+ctltiion NOWand a se•hgxWW lea criawd FaC104.2.6 ce,►dD2ofe ofAWOMv 7ieafrswIbrpare WMw ofMMAW A woaeafaerresls wftko�bages ftVR + sh w be PM~ to m►s" d#mbpte TiWhwnt cenetlket as Ord► nW~prta 0xW ire &IM"t is awwkhd, e fear aye persm doe pwn t[s Ims d to and andlJC�r copy ibr the br�fk W p 7il #An 7ft ok tMt piVYW d* pudw 4aa; A*"* of Me 4Wft1Vr, tfma Ad aisle Of are mWown she beat& arm trSRW, d*mkW LOW, P&C ►7t aorxavreap(ai► 4Wd nUMbar of.9VAWs used, to estedIbli a VOftft AXVIdOf Pm*fffie Me sail dwmkwl taa Wer irrrr&W 4v tia►rrree prre=W t k Wgg &01 eJ Myftr pWtrrrcfrt'sft# be meted piftr to AN/ &AW9 AAWMA St Lude county ragjilrea fear the fins! Mepeoftn for Cb, a itrmanent 5tfckar to bee Plae:ed an DYJNVELBERGER engineering & testing, inc. mil Density Test Report Project Name: Spanish Lakes Country Club Village Address: 16 Danzar Project Number: PSL-09-3011 (BG 10.2) Date Tested: 2/14/2011 Technician Initials: SM Client Name: Wynne Building Corporation Permit No: 11010122 8000 South US 1 #402 Report Date: 2/15/2011 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. 1 Probe Depth (in) 12 �: � -� �2::�-� �� U1;_ Maximum Optimum Dry Density Moisture (Pcf) (a/o) 113 12 � �,� Dry Density (pcf) 111.3 �* , g�, ,� �, �Ftelil4�ests'��, Cone Minimum t Moisture Required Resistance Compaction (tsf) (°/a) (%) - - - 11.6 95 ,-•-�;,� r���� Percent Test Maximum Results Density (%) 98.5 Pass 2 12 113 12 111.7 - - - 12.3 95 98.8 Pass 3 12 113 12 110.8 - - - 12.5 95 98.1 Pass ff Type of Field Density Test: 1. ASYM D Mb ly l-1J1 !vl it 1.741- o 9i lbft*p,�w K.— 15.61 Minimum Required Compaction Based on: Fe— AASHTO T-180 (ASTM D 1557) r- AASHTO T-99 (ASTM D 698) 1 +:. ,o..,.A„r—f-;—ntPA frnm rpne penetrometer readine obtained with a Brainard-Kilman Model S-214 hand-hFE8n4P6he2%Jter. -- r--- N� r wily y s - T tevaton 0-12 -.ya r 7r _'t s� . J �'.-.... v ,,s ,� z s ' -r PYJ��t/ `fit `mac 'TestLocat'>ori ,16�D,anzaCr Slab on Grade„ r orl�s��r i� ;, '._ 4�:r St: Lcte: �al. Front of house pad (footing subgrade) .._,. 1. 1 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade),.;;,�:,_,. - itc? Elevation/Depth Referenced to: , } z�. 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: 1... NGVD 1._- MSL iv Other: 111Ld1GJ UWUV LvtJ — L-1115 — -- .. ..b.»-.- cc: Client... (1) Wynne Building Corp., B. Bailey (field)...(1) St. Lucie County Building Department's Craig E. Dunkelberger, P.E. FL Registration No. 49932 F B 1 J 2011 The original of this report was signed and scaled by the registered engineer in accordance with Rule 61GI5-18011, of the Florida Administrative Code. This report is submitted as the eonnaennal property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale - Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 3011 (10.2) Progress Report.Xis PR14 •NTY isodf Virginia Ave Fort Pleme, Ft, 34902 772-462-2172 FOX 772-462«6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMrr #: / - 1a 308 ADDRESS: � -A42 BUILDER/.CONTRACTOR: A,)C� PEST CONTROL CONTRACTOR: 5 PEST CONTROL LICENSE*: =ED l/D :2ZZ 4 we, the undersigned, hereby certify that we have pretreated the above described construction far subterranean termites In accordance with the standards of the National Pest Control Assuclatlon. Square feet If area treated: . Percentage of solution: " 0 g! Date of Treatmene Z- M `l Pouting 181 Treatment —fie-Treat -----br9veway i' Treatment Re -Treat Other �181 Treatment �, Re -Treat Chemicals used: Total gallons used: o2'elP!_ Z' 0 Time of Treatment: //. A2 A 23 ab . V Treatment Re -Treat Pools 1V Treatment Re Treat _. _ _Perlmeter for Final Inspection Sigriature of i derminator Abte. Them must be a completed fatm for each tWalred treoftent or &-&WtMent and this &M must be on the job site io,beeg0er/ up by the ftpedarat fte of each 1nVj&ffon or the sdWukdih-9xcVon will falland a m-inVecV07 fee Charged wl Clo4.2.6 Cei i to afPratect/ve 7reatrtlent for p ventla� of termlt A mother reslstarnt j0bSfY'e parf 7g board shall be provided to reed% dupllashe rieatment Certlf sates as each- repufhafd pwim-M a treatment is completed, pmardhrg a aapyfor tlre person the perntlt 1s lssu+eri to and south,°, �P)'fr�1`the 1iUlldlnq permit Ms.T% Ttea#xterrt Ce►Wrate shaliprovide the ptrduct rod, (denlity of the applkatu;, dme and date oftlre ttatmen4 sfte:19ccMn,, area treated, o�emkal used, pe►rent concenbaft o end number otgalbans used, to establish a Ywft dle m=d of prates troatm&7t. Ff the Sall dramfcal barrier method *r terrnlW preverttxhn 1s used Mal "mar treatrrrentshall he aamp1kW pnbr to final bufAYIng approval. St Lucie County requires for the final Inspections far C0j a: Permanent MAR 01 2011 Iblic VVO _:,cie Cou rks °Lr�ty, FL Date: Property Address: St: Lucie County Building & Zoning Department 2300 Virginia Avenue Fort .Pierce, FL 34982 772-462-2:1.65 Fax 772-462.-6443 .Request for 30-Day Temporary Power Release 16 Danzaa: Permit Number: \�\O \ — THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDER.A,TION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stilted purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated 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 premise is ready for compliance inspection. 4. All requests for an extension beyond 39 days must be made in writing to the Building Official stating the reason for the request. Power hnay, lie removed from the site anti/or a Stop Work Order. issued if the Final. Inspection has not been approved within 30 days. A ree of $100.00 will be required to lift the Stop Work Order. WE' REREBY RELF,'ASE ANDAGREE TO HOLD HARMLESS, ST, LUCIE COUNTY, AND 'I"HEIR .EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAX BE' INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNE1RR S1CN 1 �, DATE 1 ILIO I:LI;CTRICAL CONTRACTOR SIGNATURE DA JOSEPH E. SMITH, CLERK -OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3551160 OR BG "3260 PAGE 2922, Recorded 01/14/2013,, • 01:14 PM AFTER RF,CORDINGAMRN TO: PERMU NUMBER: 'I'htn Strvcc i� rwservcd tdnrcarJuyt inlR 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 corrunencement. 1. DFSCRIPTIO OF Pgt OPERT�1y t(�(b,,egal description attd street address) TAX FOLIO NUMBER 13 01-111 — 0 0 01— 0 0 0 —5 SUBDIVISION li-111 a4eBLOCK TRACT LOT BLDG UNIT over- U -f cnnhinn 7 tnvnshin 34S Ranoe 39E 2. GENERAL DESCRIPTION OFIMPROVEMENT : lying N&W oY Turnpixe teaser t<oaa 3.OWNER INFORMATION: a. Name Wynne Buildi b.Address 8000 S USlr Suite 4Ci, PSL, FL 34952_ c. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PRONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 4021 PSL, FL 34952 772-978—SS13 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 wham notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: Craig Wardell NAME, ADDRESS AND PHONE NUMBER: 1 Las Gasitas Ft Pierce Fr 34951 772-466 1553 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the dale of recording unless a different date is specified) , 20_ t -- Matthew Lyle Wynne Vice -President Signature of Owner or Print Name and Provide Signatory's Title/OfLce Owner's Authorized Olrrcer/Director/Partner/Manager State of Florida Counlyof St. Tnrie' The foregoing instrument was acknowledged before me this _(_.day of �A N u 'q e y , 20 By Matthew Lyle Wynne as 1%ILE I�REcia.�T (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) ForWynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known �or produced the following type of ID: r.......... .\ OOROTHYANNNAFNER �// No4U Public • State of Florida 1R 07}i1 V AVAI /7i4FN� /� � •[ My Ctrmm. Expires Oct 2, 2012 (Printed Name of Notary Public) (Signature ofN&ry Public) cSr*. ) s1 ,t Commission 0 00 827096 Bonded TtutatpbNat Netu ,Usn. Under penalties of perjury. I declare that I have read the foregoing and that the facts in it e belief (section 92.525, Florida Statutes). Signature(s) of Ow or Owner(s)' Authorized Ofrtcer/Direclor/Partncr/Manager who signed above: By: By Rcr. 00a2007(11umdint) STATE OF FLGAIOA ST, LUG{E COUNTY T�il'3 I fi T() Cf.IITIFY TFIATTHIS IS A TIRW A'r') N�rIiRFCT COPY Of THE .N At, J PH L` Sill H, 'LERK By: Date noR��®rU// . . .-v 5m: ........ .... Rio, Oj"Q §T O Wi F BY! 172 Q0 Ml 4WR 104K'4'�,b I Vp ointff 6�qgqq, top 0 Q 9 dfi W, a Ast ph(lifl; tf&Pljhl Tl—, aidd,ji 4t th *r g', iW hhouse pq lcorlsu C�Ioa�up CORRECTION LIST No. DESCRIPTION Code Section nvju CORRECTION LIST Code No. DESCRIPTION Section -2- 4 NOTE: Entries to this Plan Review Record that require a field check or.inspection of the installation must be coordinated with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301.5) psf Roof live load (Table R301.6) psf Ground snow load `J psf Weathering area "! Frost line depth Termite area ,^ Decay area Winter design temperature Basic wind speed mph Ice barrier underlayment rE Wind exposure category (R301.2.1.4) Flood hazards & / High wind design riteria applicable (R301.2.1.1) , �1�_6 EXTERI R WALL LOCATION (R302) Seismic design category (SDC) ' 1-hour rating for exterior walls located less [Figure R301.2(2)] /►� han 5 feet from lot line (R302.1, Table SDC C&D provisions (R301.2.2) ��R302. 1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) rrnrwlrn /n Of014.w ..4. D2rl C.1 ROOM PLANNING REQUIREMEMEEN I S tRJVJ LI II JU 11 1\JVJ Area Average Minimum Natural* Use ft2 Width ceilinq ceiling light Natural ventilation* Living 120 7'-0" 7'4" 5'-0" 8% floor area 4% floor area Dining 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 5'-0" 8% Floor area 4% floor area Bedroom 70 71-0" 7'-011 5'-01, 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'4" t 3 square feet 1112 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8," m' ver plumbing fixtures. y Required heating (R303.8) SANITAT N (R306 and R307) ,L Water closet atory V T or shower 'tchen area with sink " Sanitary sewer (Chapter 30) N / v Private disposal (Appendix i) R308) dentification (R308.1) _ouvered windows or jalousies (R308.2) -iuman impact loads/hazardous locations (R308.3/R308.4) Ni/T Skylights and sloped glazing (R308.6) . GARA�No D CARPORTS (R309) opening between garage and sleeping / room (R309.1) �v Opening protection (garage to residence); 13/e" solid wood doors, 20-minute fire -rated doors (R309.1) enetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2" gypsum board on garage side, except 5/8' Type X re- quired below habitable rooms (R309.2) Floor surface noncombustible; sloped floor Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRES 'W - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 2011 net clear width; maximum sill height = 44" (R310.1 - R310.1.4) Window wells (R310.2) xit balconies (R311.2.1) ��xlt access or hallway >: 3' (R311.3) ,-43rhe exit from each dwelling unit (R311.4.1) ``' xit door>_ (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) �-2L—Stairways; minimum width = 3'0"; maximum stair rise = 7314"; minimum tread = 10" with 3/4'-11/411 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) amp landing, minimum 3' x 3' (R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- BUILDING PLANNING (cont'd.. EGRESS (cont'd.) DWELLING UNIT SEPARATION (R317) �t1 � Under stair protection (R311.2.2) wo-family dwellings: 1-hour fire -resistance rating (R317.1) Handrails; required on one side of stair, hand- rail height = 34" to 3811; Type I or Type II grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317:2.1) Guards: required for porches, balconies, Townhouse parapet (R317.2.2) ramps, open sides of stairs, or raised floor rfaces > 30" above floor; 34"-36" minimum ownhouse structural independence (R317.2.4) guard height (R312.1) Rated penetrations (R317.3) Opening limitations (R312.2) SMOKE ALARMS (R313) MOISTVIRE VAPOR RETARDERS (R318) Location and interconnection (R313.2) Required (R318.1) Power source (R313.3) ECAY ND TERMITE AREAS (R319 and R320) FOAM PLASTIC (R314) Protection required (Table R301.2(1), R319.1, R320abeling (R314.2) Quality mark (R319.2 and R320.1.1) Surface burning, thermal barrier, specific ap- SITE ADDRESS (R321) proval (R314.3 - R314.6) Premises identification WALLANDCEILING FINISH (R315) (R321.1) i/ lame spread (R315.1) ACCES ILITY (R322) Smoke -developed index (R315.2) Accessible dwelling units applicable (R322.1) INSULATION (R316) ELEVATORS/PLATFORM LIFTS (R323) ---------V Flame spread (R316.1) Referenced standards Smoke -developed index (R316.1) FLOOD -RESISTANT CONSTRUCTION (R324) Attic (R316.4) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MA��TttER L (R402) fv ood foundations (R402.1))Sill plate bolting in concretelmasonry ='/Z' di- ameter bolts or as required for unbalanced fill Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table FOOTIN (R403) R404.1(2)) Soil bearing value (R401.4, R403.1) Footings adjacent to slopes (R403.1.7) v ooting width (see page 5) nl Frost protected shallow foundations (R403.3) A/ Footing edge thickness = 6" minimum; footing FOUNTION WALLS (R404 - R406) projection = 2" minimum, but _< footing thick - ND` ness (R403.1.1) �_, Top reactions, support, anchor bolt spacing (Tables. R404.1(1) and R404.1(2)J ootings in SDC C or D (R403.1.2, 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 SDC D provisions (R404.1.4) footings.(R403.1.4, R403.1.4.1 and Maximum wall height (Tables R404.1(1) - _ R403.1. 2) R404.1(3) and Tables R404.1.1(1) R404.1.1(5)] -4- FOUNDATIONS (cont'd.) TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4 000 Conventional licsht—frame construction 1-story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 flinch brick veneer over light frame or 8-inch hollow concrete masonry 1-story 12 12 12 12 2-story 21 16 12 . 12 3-story 32 24 16 12 8-Inch solid or full routed masonry 1-stor 16 12 12 12 2-stor 29 21' 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. FOUNDATION WALLS (cont'd.) COLUMNS (R407) TMaximum unbalanced fill height (Tables /C/ / /Protection from decay or corrosion (R407.1, and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - I v R40Z2) 1 R404.1.1(5)] tructural requirements (R407.3) Minimum nominal wall thickness (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - Anchorage (R407 3) R404.1.1(5)] XEWood columns (minimum 4" square) (R407.3) Reinforcement size and spacing (Tables -�-'Y �' Steel columns (minimum 3" diameter, standard R404.1.1(2) - R404.1.1(5)J weight) (R407.3) _ Height above finished grade (R404.1.6) _ Sill plate size (R404.3) _ Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405.1) ampproofing if basements are below grade* (R406.1) — Waterproofing if high water table* (R406.2) * If uninhabitable, see under -floor space (R408) FLOORS WOOD JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleepingg areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleepping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) UNDE -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ) 3earing (1.5" minimum on wood or metal; 3" on nasonry or concrete) and lapped joists (3") !R502.6, R502.6.1) -ateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) -5- FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) k i A_ Allowable span (Table R503.1) End joints (R503.1.1) STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] CLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TED-WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4" gravel or 1/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) _0�Cold-formed steel; applicability limits; in -line A framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) �R5106. kness: 31/," minimum; Concrete strength 1) Support: prepared subgrade; maximum earth fill = 811; maximum sand or gravel fill = 24" (R506.2.1) 'v!I Base course: 4" graded with 2" maximum / aggregate (R506.2.2) ,V// Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Fireblocking (R602.8) _I Design (R601.2) Cripple walls (R602.9) _Component and cladding wind loads (Table �� Wall bracing method (R602.10.1 and 01.2(2)] R602.10.3) Windows in windbome debris regions Wall bracing amount and location (Table (R301.2.1.2) R602.10.1) WOO�CQ STRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior vyalls (R602.3) Stu s acing 'l 602.3.1) Interior load -bearing walls (R602.4) Foterior nonbearing walls: 2" x 3" at 24" O.C. *or 211 x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Wall bracing length (R602.10.4) —Y&SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) ' I L General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) 0 WALL CONSTRUCTION (cont'd.) SHAKING (R604 and R605) INSULATING CONCRETE FORM WALL ,NSUCTION (R611) Wood structural panels (R604) CON S Particleboard (R605) General design (R611.1 and R611.2) Type of ICF wall design (R611.3 - R611'5) ON MASCONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) General design (R606) SDC C and D (R606.12) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R61,2) Unit masonry (R607) Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS �DOORS (R613) Grouted masonry (R609) �- General; window sills; performance; testing -Glass unit masonry (R610) and labeling (R613.1 - R613.4) WALL COVERING (Chanter 7) INTERIOR WALL COVERING (R702 N I VWood shakes and shingles (R703.5) ) Plaster material (R702.2) /v Exterior plaster (R703.6) 1'I taster support (R702.2.1)Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each end (R703.7.3) Gypsum board support, application and fas- Veneer ties: #9 U.S. gage wire or #22 U.S. tening (R702.3.2 - R702.3.8) gage byte" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet) (R703.7.4.1) EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) (/ Exterior insulation finish systems (R703.9) IAJ (Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENE (R801) Lateral support and bridging (R802.8) �/ Design (R801.2 and R801.3) Framing of openings (R802.9) d trusses R802.10) Component and cladding wind loads (Table Woo ( R301.2(2)] Roof tie -down (R802.11) ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Fire -retardant -treated wood (R802.1.3) Without attic storage, LL = 10psf Framing details (R802.3) With attic storage LL = 20psf A) f Rafter tie (4' o.c.) (R802.3.1) Spacing Collar ties (4' o.c., in upper third of attic) Species (R802.3.1) Grade Purling (2" x 4" at 4' o.c. minimum) Span (Figure R802.5.1, R802.5.1) �- Size C/IA Bearing (R802.6) I Cutting and notching (R802.7) — b L Engineered wood products (R802.7.2) 11t -7- ROOF -CEILING CONSTRUCTION (cont'd.) RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] SaTq/EL�/RROOOF FRAMING (R804) NGround snow load/LL = 20psf l r I General (R804.1) T Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustment factor ROOF EATHING (R803.2) Grade Thickness Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) i Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) (/ Ventilation requirements (R806.1, R806.2, R806.4) ATTIC CESS (R807) FRTW allowable stresses/grading Access requirements (807.1) Allowable spans [Table R503.2.1.1(1)] INSULATION CLEARANCE (R808) I Installation (R803.2.3) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF SSIFICATION (R902) Roof covering materials (R902.1) WEATH R PROTECTION (R903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIAL (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) � "Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) _ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) _ Thermoset single -ply roofing (R905.12) _ Thermoplastic single -ply roofing (R905.13) polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) �tA_General (R906.1) REROOFING (R907) A) rA- Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) f� CHIMNEYS AND FIREPLACES (Chapter 10) FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) CHIMNEYS (131003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) es in dimension (R1003.6) Additional load (R1003.8) _8 J Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17). Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) ILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) '-BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) :Z AIR SUPPLY (R1006) Termination (R1003.9)_ Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) l/ Compliance; material and equipment 1101.2, N1101.3) Climate zone (Table N1101.2) *See energy conservation plan review record V ilding envelope (N1102) `� Mechanical systems (N1103) MECHANICAL (Chapters 12-23) 'Appliance labeling (M1302, M1303) V Appliance access (M1305, M1401) ppliance installation (M1307) V Heating and cooling equipment; heating and cooling load calculations (Chapter 14) xhaust systems (Chapter 15) Duct systems (Chapter 16) �%� Combustion air (Chapter 17) ��Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters* (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) M FUEL GAS (Chapter 24) �f Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) fisted plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) IA -Pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) Water supply and distribution system design _4 �nd calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) .Sumps and ejectors (P3007) Backwater valves (P3008) re traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) 1V Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) Listed and labeled materials (E3303) firing methods (Chapter 37) Service equipment and location (E3501, Required lighting and receptacle outlets / E3506) / (E3801, E3803) v Service size and load calculations (E3502) Devices and lighting fixtures (Chapter 39) Available fault current E3506) � Appliance installation (Chapter 40) ( ystem grounding (E3507) JaL Swimming pools (Chapter 41) i/ Required branch circuits (E3603) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED. HOUSING USED AS DWELLINGS (Appendix E) M--p—rovisions ado keCompliance with Appendix E verified adopted ( R102.5 ) RADON CONTROL MEASURES (Appendix F) 44� rovisions adopted (R102.5) ompliance with Appendix F verified _FY__TU_ I -10- i SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) k"Compliance with Appendix G verified Provisions adopted (R102.5) PATIO COVERS (App ndix H) Provisions adopted (R102.5) Compliance with Appendix H verified. PRIVATE SEWAGE DISPOS L (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRU TURES (Appendix J) Provisions adopted (R102.5) SOUND TRANSMISSION v Provisions adopted (R102.5) NOTES Compliance with Appendix J verified ierpdix K) Compliance with Appendix K verified -11- { Ys= CODE COMPLIANCE DIVISION PLAN REVIEW FORM RESIDENTIAL Permit # Job Address ATTACHMENTS l Signed & Sealed Drawings FBC 106.1 SLC Wind Load Compliance Cert. FBC 1603 Lot Survey (w/Finished Floor Elev.) FBC 106.3.5 C Product Review Affidavit FBC 1609 �. Signed Energy Efficiency Calcs. FBC 13-6 HVAC Load Calculations FBC 13-6 FOUNDATION 403 Foundation Plan Matches Survey FBC 106.1 Interior Bearing Walls FBC 1805/FRC FBC 1805/FRC 403 Column Pads FBC 1805/FRC 403 (i Footing Details Change in Elevations FBC 1805/FRC 403 Area Tabulation FBC 106.3.5 STRUCTURAL SECTIONS & DETAILS FBC Ch.21/FRC Ch.6 Framed Wall Section FBC Ch.23/FRC Ch.6 CBS Wall Section Interior Bearing Wall FRC 602.4 rame to BlockWall Detail FRC 602 Bay Window Detail FRC 602 indow Seat Detail FRC 602 FBC 2304.3.4 / h & Front Entry - Exterior FBC Ch. 16 Gable End Detail Ceiling FRC 802.10.3 FRC 803 Knee Wall Detail FRC 602 Sheathing Sizes &Nailing FBC 2404 tearing Wall Header Detail FRC 602.7 Butt Glass Detail Fire Place & Chimney Details FRC Ch. 10 Window & o uck Details FBC 1714.5.4 Tie Beam at Change in Heights FRC 606.1 ��oured Tie Beam FRC 606.1 FRC 606.9 Glass Block Detail FBC 2110 Lintel Schedule uss Connector Chart FBC 106.3.5 igne Wind Borne Debris Protection FBC 1609.1.4 =Designssures at openings FBC 1609 MECHANICAL / ELECTRICAL / PLUMBIN Dryer Vent Exhaust FRC 1501 lectrical Plan, Lo alcs. & ' er NFPA 70A Exhaust Fan Venting FRC 1506 lumbing Riser Diagram FRC Ch. 30 AC Duct & ReturnAir Plan FBC 13-610/FRC 1602.4 HVAC - Make, Model & BTU's FBC 13-6 INTERIOR . FBC 106.3.5/FRC 310.1 Front Door Size (36" x 6'8') FRC 311.4.2 Egress Windows Smoke Detectors FBC 106.3.5/FRC 313 Accessible Bath/Bedroom Door FBC 106.3.5 & 11-11(1) FRC 807 Stair/Handrail/Guardrail Details FBC 106.3.5/FRC 311.5 Attic Access (22"x 30" min.) 1 st Review Date l 1 2nd Review Date / / Final Review l I Plans Examiner Name Signature oFVicm,, 1r91inn Rv rul. St. Lucie County Building -&a Zoning 2300 Virginia Ave . oar Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY WvnnP Bui 1 dina Corporation will be using the following sub -contractors for4he (Company/Individual Name) project located at 16 na n 7.a r' r (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 a ER0009416 Plumbing ind uist Plumbingf. i& Supply Co. 1 915 CFC057672 HVAC/ Mechanical Comfort Control of St. Lucie 8288 CACO24379' Ropfmg Treasure Coast Roofing Waternroofina, LLC Gas �L IIPNUMBER: I �I ISSUE DATE: . J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�ORIDP BUILDING PERiYIIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a0�.!5 State of Florida Certification Number (If applicable): E'J? (on n -4- G_) E hc C� r I"e rn( (Company Name/Individual Name) have agreed to be the e !e C 7 ri ca 1 sub -contractor for b (Type of Trade) (Primary Contractor) / for the project located at 16 Danzar (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) 4GNAATTLJRE L SIGNAT. LkURES ARE RE UIRED �Ql.l I - ,® —`7 PRINT NAME DA Business Name: ¢ ) Cl PC Address: City/State/Zip: �k TCo EL�E9 Yam. Phone: _ L fie 4L_ (o �C� email: OFFICE USE ONT .v. -_k ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): 19150 CFC057672 Lindquist Plumbing & Supply Co., Inc. 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 16 Danzar (Proiect 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, 1 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) ORIGINALSIGNATURES ARE REQUIkD Robert A. Case 1 Ax,� SIGNATURE PRINT NAME DA Business Name: Lindquist Plumbing & Supply Co., Inc. Address: _ 3185 Sneed Road City/State/Zip: Fort Pierce, F1. 34945 _ Phone: (772) 461-1969 email: OFFICE USE ONLY: PERMIT# ISSUE DATE C ST. LUUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 9 ' ' R1Q BUXLDXNG URMI I' SUIT -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 8288 State of Florida Certification Number (If spplicable): CACO24379 Comfort Contr. o of. St . L,uc e County, 7cbxave agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne D-evel ppment Corpnra,tion (Type of Trade) (Primary Contractor) for the project located at 16 Danzar (Project Street Address or Property Tax M. #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, X 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 OUIRE'D 4WL,-�---Barry Zimmerman \,\ IG r >'IZ T NAME DA E Comfort C Business ontrol of St. Lucie Counter, Tnc- Address: 1501 Bi ltmore Street City/Statc/Zip- Port Sa9,nt Lucie, FT.. 84983 .Phone: 7 7 2— 7 8 5— 9 010 email: OFFICE USE ONLY: PERMIT 11 ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ��OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if applicable): CCC 1 3 2 9 5 9 2 Treasure Coast: Roof ricr 4 Waterproofing, LLC have agreed to be the (Company Name/Individual Name) Rnofinq sub -contractor for Wynne Buildinq Corp. (Type of Trade) (Primary Contractor) for the project located at 16 nan7ar (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 REOUIRED X� �J4. // Andrew Kriska IGNATURE PRINT NAME DAT Business Name: Treasure Coast Roofing & Waterproofircr, LLC Address: 1814 Gw Ri 1 tmore St _ City/State/Zip: gor-t St.1,ueie', FL 84984 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:; 16 :Danzar #1301-113-0001-000/1; East , of section.l township 34s,Range 39E, (Tax ID/Legal description/Address) l y i n g N& W of Turnpike .Feeder Road for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number ' , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Ly]P W)znnt- \ �� Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF. St. Lucie ACKNOWLEDGED BEFORE ME THIS i� DAY OF J fi DULL M Y 20il, BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. � ' D TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER �000Y'P"ol,DOROTHY ANN HAMER Notary Public. State of Florida 5. ; •"__ My Comm. Expires Oct 2, 2012 .S Commission # DD 827096 � Bonded Through National Notary Assn. o Important Notice: If -visually graded lumber is used for the trusses covered by W1 these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party MiTek& lumber design values. POWER TO PERFOR-m - RE: M11301 - Grand Carlton MiTek Industries, Inc. 6904 Parke East Blvd. Site Information: Tampa, FL 33610-4115 Customer Info: Wynne Building Corp. Project Name: Carlton 61' Model: Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.1 ' Wind Code: ASCE 7-05 Wind Speed: 140 mph Roof Load: 37.0 psf This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date I No. I Seal# I Truss Name Date 1 IT3968611 I A5 I 1/7/011 118 IT3968628 I KJ8 1!7/011 12 I T3968612 J A6 11/7/011 1 1 1 13 I T3968613 I A7 1 1/7/011 14 I T3968614 I A8 11/7/011 15 I T3968615 I A9 1 1/7/011 J 16 I T3968616 I A 11/7/o11 17 IT3968617 IGRA 11/7/o11 18 I T3968618 I GRB 11/7/oi i 19 I T3968619 J J 1 1 1/7/011 110 I T3968620 J J2 11/7/o11 Ill I T3968621 J J3 1 1/7/011 112 I T3968622 J J4 11/7/011 113 I T3968623 J J5 11/7/011 114 I T3968624 1 J6 11/7/011. 115 I T3968625 J J7 1 1/7/011 116 I T3968626 J J8 1 1/7/011 117 I T3968627 J KJ7 1 1/7/011 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2011 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. No 58126 � r b r � STA OF :•4i/� . %O:c<OR`OQ:��� .,�FeS;ONAI FL Cert. 6634 January 7,2011 ORegan, Philip 1 of 1 Job Truss Truss Type City Ply Grand Carlton T3968611 M 11351 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:42 2011 Page ri-O-Q 7-8-5 10-6 4 17-0.0 20 4-8 26-4-0 34-0-0 35-C (J 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 F12 5xB M1120= 6 2x3 M112011 2x3 M1120 11 3x6 M1120-- 7 3x6 MII20-- 2x3 M1120= 4 5 8 3x4 M1120-- 3 9 14 u,1 2 10 11 r 7x10 M1120= 15 0 16 0 3x10 MII20% 13 12 3x6 M1120�z 2.00 12 5x10 M1120= 2x3 M112011 10-6-4 20-4-8 26-4-0 34-0.0 10-6-4 9-10-4 5-11-8 7-8-0 Plate Offsets X Y : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.73 Vert(LL) 0.73 14 >544 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress [nor YES WB 0.48 HOrc(fL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 "Except" WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max Horz2=-153(LC 6) Max Uplift2= 858(LC 3), 10=-858(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5575/3114, 3-5= 5238/2804, 5-6= 5243/2908, 6-7=-2471/1445, 7-9— 2520/1368, 9-10=-3169/1750 BOT CHORD 2-14=-2965/5275, 13-14=-1013/2184, 12-13=-1531/2933, 10-12=-1531/2933 WEBS 3-14=-299/39515-14=-222/275, 6-14=-1827/3309, 6-13=-342/543, 9-13=-664/551, 9-12=0/252 NOTES 1) Unbalanced roof live loads have been considered for this design. `�0 e,ee►11111►�� 2) Wind: ASCE 7-05; 140mph (3-second TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber gust); �i DOL=1.33 plate grip DOL=1.33Q 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `X• V, , G E N S�*. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle ���Q; 3-6-0 tall by 2-0-0 wide will ffij; • between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer y Y�"fib 1 6 �: = should verify capacityZf �k /�� bearing surface. f 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 jo1Dt-0 o 10. LOAD CASE(S) Standard �`; ,� •..t` Q, ; ' _ �� �F••�0R��• ��� '',ss N A1- /O /ulilee� FL Cert. 6634 January 7,201 A WARNING - Verijlj dstrjn paranefe and READ NOTES ON MIS A14m INCLUDED AffTEK REFERENCE PAGE MI-7473 rev. 10-108 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. Nil Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown .Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Qty Ply Grand Carlton T3968612 M11301 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:43 2011 Page ' 1-0- 8-11-11 15-0-0 19-00 20-4-8 26-4-0 34-0-0 �5-0-0 1-0- 8-11-11 6 0-6 4-0-0 1-4-8 5-11-8 7-8-0 1-0-0 Scale = 1:62.6 400 12 5x10M1120% 5x6 MII20-- 5 6 2x3 M1120,Z'� 3x6 M1120:::� 3x4 MII20zz� 4 3x6 M1120-- 3 7 8 ur 14 n 1 2 6x8 M1120= 13 g 10 n Im 3x4 M1120= 12 WO MII20= 11 3x6 MII20-- 5x6 M1120= 2x3 M1120 11 2.00 rl2 10-6-4 15-0.0 2C 4-8 , 26-4-0 _ ,34-0-0 10-6-4 4-5-12 5-4-8 5-11-8 7-8-0 Plate Offsets X Y : 2:0-4-4 Ede 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(rL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0A1 9 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (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 uide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9=-875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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. 111 I I f ����IO 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 ��,,11 OOj,, DOL=1.33 plate grip DOL=1.33 `OO���Q `�' •7� • �'9 3) Provide adequate drainage to prevent water ponding. �� .�� •, •\G EN 3 • • 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� Q �`�••• 2�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` •• i=. 6 between the bottom chord and any other members. y - �1� 6) Bearing at joint(s) 2 considers to value using ANSI/TPI 1 angle to formula. Building designer should verify capacityZf 7k/�• parallel grain grain bearing surface. — /- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 2 and 875 lb uplift at jc;t,,0 9. )3-. S; ATE OF :��/ LOAD CASE(S) Standard �N FL Cert. 6634 January 7,201 WARNING. Verl, i1 design parmnetM1 and READ NOTES ONTmis Am INCLUDED MITEK REFERENCE PAGE Ml1.7473 reu. 10-108 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 for lateral of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" .is support erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding PoWBN i0 PCHlORM- 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 Ply Grand Carlton T3968613 M11301 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FL 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:45 2011 Page 1-0- 8-11-9 13=00 21-0-0 26-4-0 , 34.0.0 1-0- 8-11-9 4-0-7 8-0-0 5-4-0 7-8-0 1.0 0 Scale = 1:62.6 4x8 MIIM0 4x8 M1120-- 4.00 12 4 5 2x3 M1120 � 3 3x4 MII20_- 6 N 11 N1 n a 7 N Z 7x8 M1120= 6 3x10 MI120= 10 0 9 3x6 MII20-- 5x12 M1120= 2.00 rl2 2x3 M1120 I I 10-6.4 13-0 0 20-4-8 26-4-0 34-0-0 10-6.4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets MY): : 2:0-4-4 Ede 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(fL) -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/rP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 `Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. ' 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2=123(LC 6) Max Uplift2=-890(LC 3), 7=-889(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5291/3195, 3-4=-4991/3006, 4-5=-2299/1492, 5-6=-2409/1503, 6-7=-3033/1827 BOT CHORD 2-11= 3012/5002, 10-11=-1821/3184, 9-10=1601/2801, 7-9— 1601/2801 WEBS 3-11=-284/421, 4-11=-1309/2342, 4-10= 1032/675, 5-10=-116/454, 6-10=-617/510, 6-9=0/255 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111111/ 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 3) Provide adequate drainage to prevent water ponding. ��,.��\.,'�Ci E N,9 •, �9�si `1 �� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q �, 4 2 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 fIL` i 1 0 6 between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer ft , should verify capacityxf * / bearing surface. — /7) o6v Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 Ib uplift at joint 2 and 889 Ib uplift at jojgt, ) T S3tATE OF LOAD CASE(S) Standard T <pR�OP��Z�• S;o N A1-,�, „ 111111 FL Cert. 6634 January 7,201 © WARNING- Vert, fij design paramctr a and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI reu. 10-108 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. Nil Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown for lateral of individual members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" s support web erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding pRW6RTa PCRrCRM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton T3968614 M11301 A8 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:46 2011 Page r1 0 0 8-11-9 11-0-0 15-8-4 20-4.8 23.0-0 26-1-3 34-0-0 $5-0-0 1-0.0 8-11-9 2-0 7 4-8-4 4-8-4 2-7-8 3-1-3 7-10-13 1-0-0 Scale = 1:62.6 5x6 M1120= 2x3 MI12011 5x10 MII20-- 3x4 M1120= 4.00 F12 2x3 M1120 � 4 5 6 7 3 2x3 MII20ii 8 t2 M 9 'O 1 2 13 10 I R I _ 7x8 M1120= b 3x10 M1120= 12 11 3x6 M1120:z� 2.00 12 5x12 M1120= 3x4 M1120= 10-6-4 20-4-8 23-0-0 34-0.0 10-6-4 9-10-4 2-7-8 11-0-0 Plate Offsets X 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.69 13 >576 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.21 12-13 >331 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.42 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (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 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2= 107(LC 6) Max Uplift2= 902(LC 3), 9= 902(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6=-2687/1741, 6-7=-2687/1741, 7-8— 2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11=-1648/2750 WEBS 3-13=-357/484, 4-13— 933/1546, 5-13=-426/922, 5-12=-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. 1111111IiS�Is 1,1 �� 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 O DOL=1.33 plate grip DOL=1.33 `�� �P J' 3) Provide adequate drainage to prevent water ponding, \XX,.\G E N •••• 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e� Q \1 F 2+s 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 fiS 6 .: between the bottom chord and any other members.-5+ 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityZf bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 902 lb uplift at jo;t.0 / ✓ �� 9. LOAD CASE(S) Standard T �°.<0R�OP�N i�;sss0NE001v1 Ail- 111111111 FL Cert. 6634 January 7,201 Q WARNING - Verify design parmaeters aad READ NOTES ONTBTS A INCLUDED MTEK REFERENCE PAGE MI-7473 r . 20-'08 BEFORE USE. fi 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 bullding 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 regardingK- fabricatiorti quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component I,.,,Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carlton T3968615 M11301 A9 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:47 2011 Page 1-0- 9-0-0 15-8-4 20-4-8 ?5-"34-0-0 35.0 Q 1-0- 9.0.0 6-8-4 4.8-4 4-7-8 9-0-0 1-0-0 Scale = 1:62.6 7x10 MII18H 2x3 M112011 4.00 F12 3x6 MII20= 7x10 MII18Hzz 3 4 5 6 2 j m 7 1° 1 11 8 I R Io 11 6 7x14 WHEN= 3x10 M1120::: 10 9 3x6 M1120-- 5x12 M1118H= 2.00 F12 2x3 M112011 10-6.4 20-4-8 23-0-0 25-0-0 34-0-0 10 6-4 9-10-4 2-7-8 2-0-1 9-&0 Plate Offsets X Y : 2:0-4-4 Ed a 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.93 10-11 >431 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.56 10-11 >256 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.51 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 141 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 -Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation side. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max Horz2=-92(LC 6) Max Uplift2= 912(LC 3), 7=-912(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5295/3305, 3-4=-6342/3918, 4-5=-3259/2104, 5-6=-3259/2104, 6-7=-2964/1856 BOT CHORD 2-11=-3095/5007, 10-11=-2849/4602, 9-10— 1615/2738, 7-9=-1615/2730 WEBS 3-11= 973/1926, 4-11= 993/1882, 4-10= 1495/1050, 6-10=-438/825, 6-9=-2/269 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=42psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 11 I I1f 3) Provide adequate drainage to prevent water ponding. 4) All are MT20 unless otherwise indicated. J' OAF plates plates ��� �Q� i%9��i 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This `���\�.•`G•E•�j S+ •• • 6) 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 fi Q � �` •,• 2 �� between the bottom chord and any other members. Bearing 1 ' 16 y 7) at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacitytj N bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 2 and 912 lb uplift at jcmt 7. LOAD CASE(S) Standard AT E O F s R ` • C? �� I FL Cert. 6634 January 7,201 ® WARNING- Verify cf siga parameters and READ NOTES ON THIS ARD INCLUDED WrEKREPERENCE PAGE MII-7473 rev. 10-'OS HEPORE 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 POWBN-PSHrO fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Qualify Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Sheet, Suite 31Z Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carton T3968616 M113D1 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:39 2011 Page r10-Q 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 $5-0-0 1-0 0 66 7-13 5.9-0 4-7-3 4.7-3 5-9-0 6-7-13 1 0-0 Scale= 1:59.4 4x5 M1120= 4.00 12 6 19 2x3 M112011 1s 2x3 M112011 3x6 M1120- 5 7 3x6 MII20zz� 3x4 M1120% 4 8 3x4 M1120-- 3 9 1 2 10 11 OP I 16 15 20 21 14 13 12 3x8I II 3x8 M1120= 17 4x6 M1120= M1I20= 3x8 M1I20= 2x3 4x6 M1120= M1 120 11 2x3 MII20 11 3x8 , 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 , 6.; 32 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 VerlI -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 VerI -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 FBC2007frP12002 (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 guide. REACTIONS (lb/size) 2=1410/0-8-0, 10=1410/0-8-0 Max Horz2=-154(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1647, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9= 2844/1509, 9-10=-3400/1848 BOT CHORD 2-17— 1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12=1633/3154 WEBS 6-14— 584/951, 7-14=-298/327, 9-14= 560/479, 6-15=-584/951, 5-15= 298/328, 3-15=-560/477 NOTES 1) Unbalanced roof live loads have been considered for this design. 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 DOL=1.33 plate grip DOL=1.33 J . 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�.... E•� •, �,9�i� 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 �, ••• �� _ Q [� between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing capable withstanding 880 lb uplift •i1 2 880 lb 1,' 6 plate of at joint and uplift at jo'iM �� 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 : j = 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. -0 7) In the LOAD CASE(S) loads face front back = T section, applied to the of the truss are noted as (F) or (B). ••/ I' E OF LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25•••'C< R 1 ,s��ss� �0`,, Loads UniFormVert: O • �\ 1 6P1-54, 6-11=-54, 2-20= 20, 20-21= 60, 10-21=-20 �o,,�� N Al Concentrated Loads (lb) /�ot. Vert: 18=-50(F) 19= 50(F) FL Cert. 6634 January 7,201 © WARNlNti - Verlj3j drs}gn parmnetera and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MY 7473 m . 10-'08 BEFORE USE Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. �'� Applicability of design 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 POW[R iR P6ICORM" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 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 aty Ply Grand Carlton T3968617 M11301 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 09:34:09 2011 Page 1 1-0- 8.0.0 11.1-0 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- 0- 8.0.0 3-1-0 5-11-0 1-6-0 3-8.2 3-9.14 8-0-0 -0 Scale=1:62.1 45 MII20= 11 14 10x10 M1120= 9 5x6 M1120= 7x12 M1120� 6 17 6x12 M1120-- 19 4.00 F12 4 xs M112 3 13 5 182 21 10 2 22 23 yj I IM 3x5 MI120= 29 28 27 26 25 24 3x5 MI120= 6 3x6 M1120= 7x8 MI120= 5x6 M1120= 3x5 MI120 11 6x8 MI120= 3x6 MI120— 8-0-0 11.1-0 18.6.0 26-0-0 34-0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets MY): : 2:0-2-4 0-1-8 3:0-5-0 Ed a 18:0-2-15 0-3-3 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 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or4-10-11 oc pudins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2=-154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27— 1384(LC 5), 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=-5101774, 5-7=-736/1100, 7-8= 736/1100, 8-1 0=-736/1 100, 10-12= 736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, 111111111111 16-18=-736/1100, 18-20=-1733/1453, 20-21 =-1 733/1453, 21-22= 1859/1334, `�1 J 0, �I , 4-6_ 140/290, 6-9=-99/356, 9-11_ 52/411, 11-14=-123/474, 14-17=-45/344, -.%a \? ' •E• 17-19=-93/279 �% •N\�,\Ci NSF• BOT CHORD 2-29=-342/438, 28-29a 282/344, 27-28— 282/344, 26-27=-688/581, 25-26=-354/461, Q�: 24-25=-354/461, 22-24=-1144/1704 WEBS 3-29— 523/811, 3-27— 1452/1126, 5-27=-526/667, 5-26=-482/421, 13-26=-832/710, _ 6 =- t31 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20=-238/314, 14-15=-472/441 NOTES Z * /��• — 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); �f.•/PATE OF :e JJ' Lumber DOL=1.33 plate grip DOL=1.33 C` . 3) Provide adequate drainage to prevent water ponding. ��T �•,� �� '• 0 4) All plates are 2x3 M1120 unless otherwise indicated. R �i� SS • ...... • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %� �I,� /O 6) * This truss for aliveloadofnon the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide the n designed N A b20.Opsf w I fit between and other 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 Ib uplift at joint 26 and 711 lb uplift at joint 22. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. FL Cert. 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 641 lb down and 518 lb up at 26-0-0, and 641 lb down and 518 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the January 7,2011 responsibility of others. ® WARNING - VeHfij dsign paramele,s and READ NOTES ONTHIS Al1t7J INCLUDED M =REFERENCE PAGE MH-7473 reo. 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 k for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibiliity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding rewaa n �E fabrication. quality 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 Ply Grand Carlton T3968618 M11301 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.146 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:51 2011 Page r1-0-Q 7-'-O 13.8.14 20.4-0 27-C 0 34-0.0 35-0-p 1-0.0 7-0 0 6-8-14 6-7-2 6.8.0 7-0-0 This This truss is NOT symmetric. Scale = 1:60.5 Proper orientation is essential. 7x10 M1118H % 3x8 M1120= 4.00 12 3x6 M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 2 8 9 `e o Io 3x6 M1120% 15 24 14 25 26 13 27 28 29 12 30 31 11 32 10 3x4 M1120= 2x3 M1120II 4x6 M1120= 3x4 M1120= 7x8 MII20= 3x6 M1120= 2x3 M112011 7 0 0 13-8-14 20.4.0 27-0-0 34-0-0 7-0 0 6-8.14 6 7-2 6-8-0 7-0-0 Plate Offsets X 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.40 13-15 >593 240 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc 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 Horz2=77(LC 5) Max Uplift2=-855(LC 3), 12=-2012(LC 3), 8=-459(LC 6) Max Grav2=1254(LC 7), 12=3292(LC 1), 8=604(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6=-908/1583, 6-7= 908/1584, 7-8=-1040/595 BOT CHORD 2-15� 1644/2780, 13-15- 1653/2820, 12-13=-1177/2012, 10-12= 462/972, 8-10=-454/934 WEBS 3-15=-149/784, 3-13=-862/552, 4-13=-82f/79, 4-12=-3806/2345, 6-12=-809/766, 7-12=-2675/1602, 7-10=-138/762 NOTES Illl1l11111OI� / 1) Unbalanced roof live loads have been considered for this design. , J' 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber 1%N �Q• • DOL=1.33 plate grip DOL=1.33 E N S� • 3) Provide adequate drainage to prevent water ponding. :� Q�,•' �,�C' :q2 4) All plates are MT20 plates unless otherwise indicated. .0 �b 1 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= * / �j1 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 join13% and 459 lb uplift at joint 8. �= ATE 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 7-0-01.-,0 ,� �� 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 12i;., ,t� 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 20-11-4, 11��� ••. O F(� • N lb down and 128 lb up at 1 and 115 lb down and 128 lb up at 111-0-12, and 146 lb down and 147 lb up at 27-0-0 o15-0-12, top chord, nd ii�ss* `0. 90 lb down at 13 0-12, 90 lb down at1-4, lb down and 96 lb up at7 0-0, 90 lb down at 9-0-12, 90 b down at1-4, 437 90lbn N M- t;t down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and l� 1110 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 Cent. 6634 LOAD CASE(S) Standard January 7,201 Continued on page 2 Q WARNING- VeHfy design paramdere and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M-7473 rm. 10208 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. ME Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown s 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 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 Grand Carlton T396861 M11301 GRB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:51 2011 Pag LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Un'Iform Loads (plo Vert: 1-3=-54, 3-7= 54, 7-9=-54, 2-8=-20 Concentrated Loads (Ib) Vert: 3=-106(B) 5=-115(B) 7=-106(B) 15=437(B) 10=437(B) 16=-115(B) 17=115(B) 18— 115(B) 19= 115(B) 20— 115(B) 21= 115(B) 22� 115(B) 23=-115(B) 24=45(B) 25= 45(B) 26=45(B) 27= 45(B) 28=45(B) 29=45(B) 30= 45(B) 31=45(B) 32=45(B) ew J . O'q� \,�G E NSF•-92�• 1 6 TE OF : 1JJ� FL Cert. 6634 January 7,201 0 WARNING - V-Ifij deslgn parameters aad READ NOTES ONTHIS AND INCLUDED MEK REFERENCE PAGE ]III-T473 rev. 10-108 EEFORE USE. ! o Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component. ®` A, icability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown isfor 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 I—. fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/Ml Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Truss Type Qty Ply Grand Carlton T396861 M11301 111 1 MONO TRUSS Chambers Truss Inc., 7.140 s 1-0-0 1.0.0 3A M1120= Scale = 1:6.21 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.17 Vert(LL) 0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=125/0-8-0, 2=125/0-8-0, 4=1/Mechanical Max Horz2=66(LC 3) Max Uplift2= 190(LC 3) Refer to MiTek "TOE -NAIL" Detail for connection to Max Grav2=125(LC 1), 2=125(LC 1), 4=16(LC 2) supporting carrier truss (typ all applicable jacks on this job) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFFIS (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. y e e 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. LOAD CASE(S) Standard `4�- �\GENS'-.�'y2.. � T E OF �F� OR1• . �oeieee FL Cert. 6634 January 7,201 A WARMNG - 9erlfij design paramete and READ NOTES ON THIS AND INCLODED W7EK REFERENCE PAGE MI-7473 rea. 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 com ponent. Iva I 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 vowsn ro PcacowM,_ 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, Alexandda, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton T3968620 M11301 J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:68:63 2011 Page 1 -1-0-0 , 2-0-0 1-0-0 2-0-0 Scale = 1:7.9 3 4.00 12 2 , 1 r; 0 3x4 M1120= 4 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(fL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 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 guide. REACTIONS (lb/size) 2=144/0-8-0, 4=19/Mechanical, 3=35/Mechanical Max Horz2=73(LC 3) Max Uplift2=- 1 65(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for 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. ee a 1111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 34 lb uplift at joint 3. r,\Q J O,Atlei�,' LOAD CASE(S) Standard �% �� .• `�j �i 6 .. Slt'AT E O F FL Cert. 6634 January 7,201 WARMNG - VeHfij de l8n para•netera and READ NOTES ON THIS AND INCLUDED Aff=REFERENCE PAGE 161-7473 reu. I0--'08 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Paz Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the MOW - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding PoweA eeA.e K- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4115 Truss IM11301 1,13 Qty I Ply MONO TRUSS Fort Pierce FI. 1-0-0 3.0.0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.26 TCDL 7.0 Lumber Increase 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2007lrP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2= 204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 7.140 s Oct 12009 MiTek Industries. Inc. Fri Jan 07 08:58:53 201 Scale = DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 360 M1120 249/190 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a Weight: 11 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 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. 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 1 1 1 f 1 1 11I 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. `�� 1 O, ,°° LOAD CASE(S) Standard i y -1 6%•:* v � = �r` "ATE OF e Aj jE:C?%%• FL Cert. 6634 January 7,201 0 WARNING- Verify design part— and READ NOTES 097711S AHm INCLUDED W TEKREFERENCE PAGE MI-7473 rev. 10-'03EErORE USE. Design valid for use only wth MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. I 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 stabillty 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 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type aty Ply Grand Carlton T3968622 M113D1 J4 MONO TRUSS 4 1 Job Reference o tional Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries. Inc. Fri Jan 07 08:58:54 2011 Pace 4-0.0 3x4 M1120= Scale = 1:1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.26 BC 0.21 WB 0.00 (Matrix) DEFL in Vert(LL) -0.01 Vert(TL) -0.02 Horz(TL) -0.00 (too) I/deft Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical _REACTIONS Max Horz2=113(LC 3) Max Uplift3=-87(LC 3), 2= 215(LC 3) Max Grav3=81(LC 1), 2=216(LC 1), 4=70(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 87 lb uplift at joint 3 and 215 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 January 7,201 0 WARNING - Ve,4fg design parmneteis and READ NOTES ON THIS AND INCLUDED AZITERREFERENCE PAGE MII.7473 r . 10-'OS BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. �'� Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not taus designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POWER-PENi�- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIffPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4116 Truss Type M11301 1,15 1 MONO TRUSS FI.34982 7.140 s Oct 1 2009 1-0.0 5-0-0 3x4 M1120= LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(Q -0.06 2-4 >866 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Uplift3=-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. 07 08:58:54 2011 Scale - 1:12.91 PLATES GRIP M1120 249/190 Weight: 17 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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 123 lb uplift at joint 3 and 231 lb uplift at joint 2. I� LOAD CASE(S) Standard FL Cert. 6634 January 7,201 © WARMNG - VeHfiij dnslgn parmneters and READ NOTES ON THIS AND INCLUDED MITEKREFERENfCE PAGE W1-7473 rev. 10-98 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. ins Applicability of design paramenters and proper incorporation of component Is responsibility of building designer -not truss designer. Bracing shown s 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 Pewsa.e fabrication, quality quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610-4116 Job Truss Truss Type Qty Ply Grand Carton T3968624 M113i)1 J6 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:55 2011 Page 1 1-0-0 6.0-0 ' 1-0-0 ' 6.0-0 Scale= 1:14.5 3 4.00 12 2 1 3x4 M1120= 4 6.0-0 6.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(rL) -0.14 2-4 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. _BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ,REACTIONS (lb/size) 3=140/Mechanical, 2=285/0-8-0, 4=55/Mechanical Max Horz2=155(LC 3) Max Uplift3— 158(LC 3), 2= 248(LC 3) Max Grav3=140(LC 1), 2=285(LC 1), 4=110(LC 2) 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. ,„11 I 1 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 joint2. `s\p , O,� sl��,'' LOAD CASE(S) Standard ; Q •' �, F' •• 2 � N-O--� 6 ' ' SI TE OF 0 '� • FL Cert. 6634 January 7,201 ® WA MNG - Verify design parmrreters and READ NOTES ON THIS AMl INCLUDED MTEK REFERENCE PAGE 161-7473 reu. 10-'08 BEFORE USE. Design valid for use only with Wek 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 NMI is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respons blllily of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding n.-- •B ... fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job (Truss (Truss Type I Oty I Ply I Grand Carlton M11301 I J7 I MONO TRUSS Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:55 2011 1-0 0 7-0-0 ' 1-0-0 7-0-0 Scale: 3/4'=1' 3x4 M1120= LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI, CSI TC 0.37 BC 0.71 WB 0.00 (Matrix) DEFL in (loc) I/deft L/d Vert(LL) 0.11 2 4 >722 360 Vert(TL) -0.27 2-4 >289 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. -BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation vide. -REACTIONS (lb/size) 3=169/Mechanical, 2=321/0-8-0, 4=65/Mechanical Max Horz2=176(LC 3) Max Uplift3=-191(LC 3), 2=-267(LC 3) Max Grav3=169(LC 1), 2=321(LC 1), 4=130(LC 2) 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. ,,��>>I t A ►���� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 3 and 267 lb uplift at joint 02. 'A����� LOAD CASE(S) Standard V 'e G. ATE OF •:40� 0 N A' ,%%� FL Cert. 6634 January 7,201 ® WARMNG - VeHj}2 design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI-7473 ren. 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 miss designer. Bracing shown . is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding —.1. — P.­..- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crilada, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tnw Plate institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Truss Type M11301 I J8 I MONO TRUSS 110 34982 8-0-0 SA M1120= 2009 MiTek Industries. Inc. Fri Jan 07 08:58:56 2011 Scale = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/rP12002 CSI TC 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.14 2-4 >638 360 Vert(rL) -0.35 2-4 >255 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. -BOT CHORD 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=197/Mechanical, 2=357/0-8-0, 4=75/Mechanical Max Horz2=197(LC 3) Max Uplift3=-223(LC 3), 2= 286(LC 3) Max Grav3=197(LC 1), 2=357(LC 1), 4=150(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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, %J11111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 3 and 286 lb uplift at joint ee`*- 01C�RF/.#,, 2. �P LOAD CASE(S) Standard i 6 P� SKATE OF R A' FL Cert. 6634 January 7,201 ® VIARMNG - Vert,& design parmneters and READ NOTES ONTHIS A?M INCLUDED MTEK REFERENCE PAGE = 7473 rrn- M'08 EEPORE USE a Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an Individual building component, � Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown - is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ppw6F •p 6p/ppN' 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 T3968627 M11301 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce A. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:56 2011 Page -1-5-0 6-8-12 9-10-1 ' 1-5-0 6-8-12 3-1-5 Scale = 1:20.8 4 12 M1120::::2.63 3x4 M1120 8 3 7 2 1 9 10 6 11 5 3x4 M1120= 2x3 M1120 II 3x4 M1120= 6-8-12 9-10-1 6-8-12 3-1-5 Plate Offsets X 5:0-0-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.04 2-6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(fL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress [nor 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 X4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 'REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5=412/Mechanical Max Horz2=176(LC 3) Max Uplift4=-50(LC 3), 2=-405(LC 3), 5=-249(LC 3) FORCES (Ib) - 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=0/33313-5=-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. %J1 1 1 t 1 1 1 10 �If 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 `���, f � between the bottom chord and any other members. `��Q R�.` �E 4) Refer to girder(s) for truss to truss connections. ♦ U' G N S�• �� 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 an�►�Q�; I-\ ;�2 249 lb uplift at joint 5. i 1 6 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 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 upZt 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 ch(d. The design/selection of such connection device(s) is the responsibility of others. • 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). T E OF :� LOAD CASE(S) Standard iC �• �,u Q'•'��`� �s���•.; 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform O R \ Vertai 4 54, 2-5=-20 �SS�O N A�%, Concentrated Loads (lb) 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 January 7,201 Q WARNING- Vert, i d.,grt parmnet. and READ NOTES ONTFIIS AND INCLUDED MIRK REFERENCE PAGE MI.7473 i — 10-'08 BEFORE USE. 9 Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. � Appllcat� Illy of design parom enters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown b for lateral supportof Individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek' - erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding RM P6RfORM fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton T3968628 M113D1 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:57 2011 Page 1-5-0 7-3-4 1 1-3-0 7-3-4 3-11-12 Scale - 1:20.6 4 2.83 F12 3x4 M1120= 3 8 2 7 6 3x4 MII20= � Zx3 M112011 3x4 MII20= 5 7-3-4 11-3-0 7-3-4 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(rL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB OAO Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. -WEBS 2 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=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=-746/106016-7=-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 �� 111 II fiI�I, between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. • •E �i 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 �� ��, • •' �j and 318 lb uplift at joint 6. �� G NSF • :9� �� ��`Qx••• 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard �• .� / ; = 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54 ^' '- F141 Trapezoidal Loads (plf) ✓�' •.•.t�� 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) 41 Q P •: \� • �i • • R 1 • C? �� .,oss,if � ' V A FL Cert. 6634 January 7,201 AWARNING-VeHfijdeignpm mde and READ NOTES ON THIS ARD INCLUDED = 7ESREFEREMEPAGEMII-7473r .10-108 EEFORE 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 stabllity 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 R p. ,o w• fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. ILD Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/19, For 4 x 2 orientation, locate plates 0-1r,a' 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 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/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 & Bracing of Metal Plate Connected Wood Trusses. © 2006 MiTek8 All Rights Reserved 01 MiTek" POWER TO PERFORM.` MiTek Engineering Reference Sheet: Mll-7473 rev. 10-'08 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, I no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. w LU e mERR ✓SJ* 1 Zo, �.A e���. P% IQ LP-5 C I+ M A t K On 19 y►/O 41 L P o R.e ►4 / a 1111 �CP . u ' �, 2 3► 93 NUL SETBACK 4-EQ. ` r TLU- KQdJI+t.+lQ9 �� FORM 1100A-08 `FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A YSSYN Project Name: Builder Name: WAYNNE Street: grZlwr— 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 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 Total As -Built Modified Loads: 27.22 Glass/Floor Area: 0.093 PASS Total Baseline Loads: 31.91 '�� S7,g1- I hereby certify that the plans and specifications covered by Review of the plans and ��F - this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance Y �Q - `" = 41Q�, PREP R D Y: with the Florida Ene Ey Code. Before constructi is completed __ ._._.-____. ___..____ ._ ___ DATE/_(�. -__ .___ this building w' a inspected for _.__._._ .. .. _ _ complianc ith Section 553.908 E rtr•, I hereby certify that this building, as designed, is in co liance Florid atutes. ��OI3 with the Florida Energ Code. lE'1✓v�j 3 OWN R/ G �T: _ - _ _. 5UILDING OFFICIAL: DATE- -- -' - --------------- ... ---------- - - DATE: _ . _._ . - -- - --- - - -- — ---- --- — ---- L t w%'ODV 5/5/2010 8:45 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FIAsBuilt 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 V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1452 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1452 ft2 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity R-Value Sheathing Area R-Value Framing Solar 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 7 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. / V # Ornt Frame Overhang Panes NFRC 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) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) No 1.3 0.64 N 20 ft2 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 19.58333 1 ft 0 in 0 ft 6 in No 1.3 0.64 N 20 ft2 6 ft 0 in 0 ft 6 in No 1.3 0.64 N 6 ft2 1 ft0 in 0 ft 6 in No 1.3 0.64 N 39 ft2 10 ft 0 in 0 ft 6 in No 1.3 0.64 N 30 ft2 1 ft 0 in 0 ft 6 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING / �/ Method --- Forced Ventilation -- Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Wafts Default 0.00036 1370 7.08 75.2 141.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 1 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 ftZ Attic 15 ftZ Default Leakage Attic (Default) (Default) % TEMPERATURES Programablr eThermostat: Y C[ei]ling Fans: Cool Heating � Jan jFeb Feb ]] [X] Mar f X� Apr [X] May un IX1 IXj Jul Aug Sep IXI Oct Oct IXI No Nov IX� Dec Dec IX� Venting Jan Feb [X]] Mar X Apr X May JJu un Jul XI Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD)j 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 cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 i Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump 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 41. 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 R= ft2 a. U-Factor: Sgl, default 134.58 ft2 c. N/A R= ft2 SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 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 SHGC: 13. Heating systems e. U-Factor: N/A ft2 a. Electric Heat.Pump Cap: 30.0 kBtu/hr SHGC: HSPF: 8.2 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ft2 a. Electric Cap: 40 gal gallons b. N/A R= ft2 Eal 0. c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display rd will be completed based on installed Code compliant feat S. Builder Signature: Date: l Address of New Home: ��� Q� City/FL Zips' �qS � M "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 f . wrichts®ft- Project Summary Job: Date: APRIL 28, 2010 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com For: FORT PIERCE, FL 34983 \l4�grZ a< Notes: WYNNE BUILDING CORP. ::. � - [•- e 3-..-x sh,.�'z �, �q . ; ar r � f 1- 'f - $t : fY rq nlnto;rrn�atlon, Weather 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 Construction quality Fireplaces Area (ftz Volume (ft3) Air changes/hour Equiv. AVF (cfm) Fort Pierce, FL, US Simplified Average 0 Heating Cooling 12652 12652 0.45 0.23 95 49 Heating Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 75 15 L 50 61 OF OF OF % 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. -Fi+- wrigFetsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK EAWrightsoft HVAC\Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model 25H B B330 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 @ 470F 27 OF 1000 cfm 0.049 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DININ'G 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 11AA0TCE3 I AV cn nne ono A An inrw I L-11% v-%V JO .7GJ OUD 'FD 10 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Ai� {•P- wrilgh tsa t" Right -Suited Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ACCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 T/1TA1 CI AACA 114,304 'frn0c Annn AAnn lJ 1l1LJ I`fu1 GIJUI GVr_UJ IVVV IVVV Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Fr wwreghtSaft" Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 - wr'lghtsof , Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft2 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (Btuh/ftz °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T_G 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 IA-rlob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 I- G 1A-rlom 1.270 s 35.55 26.39 6 6 213 158 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 64 64 224 142 0 0 0 0 IW 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 1A-rlomd 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 30 2 479 1788 0 0 0 0 P 12B-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 L D 11 DO 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 1395 1395 1250 2344 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1451 152 5761 0 60 6 228 0 6 c) AED excursion 3063 -2 Envelope loss/gain 15025 13201 921 592 12 a) Infiltration 2920 800 107 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances @ 1200 3 3600 0 0 Subtotal (lines 6 to 13) 17945 18521 1027 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17945 18521 1027 621 15 Duct loads 14% 18% 2467 3214 12% 14% 125 87 Total room load 20412 21734 1153 708 Air required (cfm) 1000 1000 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETON PER F61.rrp Calc = MJ8 Orientation = E Page 1 44- WV;Ightsaft. 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 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 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft= °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W E-G 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 1A-riob 1.080 n 30.24 23.64 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 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 52 52 132 114 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 IA-riomd 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 L-D 126-Obw 0.097 - 2.72 0.85 0 0 0 0 56 40 108 34 11D0 0.390 n 10.92 11.31 0 0 0 0 16 16 177 184 C 16B-30ad 0.032 - 0.90 1.68 509 509 456 855 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 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 Internal gains: Occupants @ 230 2 460 0 0 Appliances @ 1200 0 0 1 1200 Subtotal (lines 6 to 13) 6780 6224 821 1634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 S ubtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load i 1 7608 7096 921 1864 Air required (cfm) 373 326 1 451 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed ,} w�igFots®gt- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 wlreghtsoft* Right-J® Worksheet Entire blouse 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 KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 7.0 x 7.5 ft 5 Room area 150.0 ft' 52.5 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft) Load number (Btuh/ft2 °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11,10 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 60 54 138 118 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 6 6 213 158 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 PI 128-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 150 150 134 252 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 150 0 0 0 53 8 285 0 6 c) AED excursion -8 30 Envelope toss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 2400 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 319 2702 816 431 15 Duct loads 24% 29% 76 785 24% 34% 195 146 Total room load 395 3487 1011 577 Air required (cfm) 19 160 1 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed -- wr:cdrots®ft Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .ACCfa E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 +{ - wrlghtsoft, Right-J® Worksheet Job: Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 39.5 ft 3 Ceiling height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 18.0 ft 5 Room area 70.0 ft2 252.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 kL-G 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 IA-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 153 153 390 334 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 119 89 227 194 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1D-c2ow 0.570 w 15.96 59.58 0 0 0 0 30 2 479 1788 P 1213-0bw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.366 38.02 0.00 70 0 0 0 252 40 1502 0 6 c) AED excursion 0 1158 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 Intemai gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 76 157 4186 5360 Air required (cfm) 1 14 7 1205 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - wraghts®fe Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .4GCI. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 4 d. wraghtsofth Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ' ft 45.0 ftz Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (Btuh/ftz °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 IA-rlob 1.080 n 30.24 23.54 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 1A-r1ob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw' 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 IA-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-50cs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 IjIA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1D-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 0 0 0 0 L-D 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 1B 0 0 0 45 5 190 0 6 c) AED excursion 10 1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 16 29 421 187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 29 421 187 15 Duct loads 24% 34% 4 10 24% 34% 100 63 Total room load 19 39 1 521 250 Air required (cfm) 1 2 261 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. +- wr-u�fa�sot Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 1C:G. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 "P wrlghts�vft 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 c Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name V 2 Exposed wall BDRM 2 MASTER LAV 3 Ceiling height . 325 ft 8.0 ft 4 Room dimensions 8.0 ft heat/cool 8.0 ft heat/cool 5 Room area 5 x 15.5 ft 7.0 x 8.0 ft 193.8 ft212 56.0 ft2 Ty Construction U-value °F) Or HTM Area (ft� Load Area (ftj Load number (BtuhlftZ (Btuhfft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 124 124 316 271 0 0 _G 1A-r1ob 12C-Osw 1.080 n 30.24 0 0 23.54 0 0 0 0 0 0 0 0 1A-rlob 0.091 1.080 a a 2.55 30.24 2.18 100 80 204 175 0 0 0 0 26.27 20 18 605 11 D 11.10 0.600 a 16.80 525 0 0 0 0 17.40 0 0 0 0 12C-Osw 0.091 s 2.55 0 0 0 0 2.18 36 36 92 79 0 W 1A-rlom 13A-5ocs 1.270 s 35.56 0 0 0 26.39 0 0 0 0 0 0 0 0 W 12C-Osw 0.125 0.091 s w 3.50 2.55 2.22 0 0 0 0 64 64 224 142 2.18 0 0 EG 1A-r1omd 1.270 w 35.56 0 0 0 0 0 0 26.39 0 0 0 0 0 1Dc2ow 0.570 w 15.96 0 0 0 59.58 0 0 0 0 0 P L-D 12B-Obw 0.097 - 2.72 0 0 0 0.85 0 0 0 0 0 11 DO 0.390 n 10.92 0 0 0 11.31 0 0 0 0 0 0 C C 1613-30ad 16C-19al 0.032 0.90 0 0 1.68 194 194 174 326 0 0 0 0 F 22A-tph 0.049 1.358 1.37 38.02 2.08 0 0 0 0 56 56 77 117 0.00 194 33 1236 0 56 8 304 0 6 c) AED excursion 45 1 Envelope loss/gain 2626 1420 605 258 12 a) Infiltration b) Room ventilation 577 158 142 39 0 0 0 0 13 Internal gains: Occupants @ 230 0 Appliances @ 1200 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 3203 1578 747 297 Less external load Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 0 0 15 Ductloads o 12 /0 0 14 /0 3203 391 1578 221 24% 34% 747 178 297 101 Total room load Air required (cfm) 3594 1799 925 398 176 g3 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed wrig7vtsof� Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 &8K E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 6 TYPE OF SURVEY. - BOUNDARY PLOT PLAN I U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 2-14-11 DESCRIPTION: o SURVEYORS NOTES: BEING ALL OF 16 DANZAR, OF THE �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT OF COUNTRY CLUB I� 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE VILLAGE, OF ST. LUCIE COUNTY, 4�i- FLORIDA. LOCATED UNLESS OTHERWISE SHOWN. ? 3. THIS SITE LIES WITHIN FLOOD ZONE °X", ACCORDING TO W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ABBREVIATIONS: 12111 CO070 F , EFFECTIVE DATE AUGUST 19, 1991. o v 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION J SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY S2 "ItV ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R =RADIUS OF CURVE a to 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L =LENGTH OF CURVE CENTERLINE OF DANZAR HAVING AN ASSUMED BEARING SF = SQUARE FOOT C9 OF EAST, ACCORDING TO THE UNRECORDED PLAT OF A = DELTA OF CURVE r° COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. e z 0 0 1 00 R=40.00' L=13.76' 0=19'42'31" �O PERMIT f- 1101-0122 N89043924"E 54.99' O�' 1 0 a�,UI ao 19.98 0014.01' 2.0' PATIO 19.9B' 00 9.0' (n 0 0 `= AVERAGE TOP o O 00 OF FORMS (O W ELEVATION=26.4 N .05' ABOVE EDG �fTl EXISTING n7 PAVF7M;7MT CENTER, R=18.70" OF CUL—DE—SAC L=19.76' A=60'32'59" 1 B.5' M M N90'00"00"W —29.65' 20' PAVED ROAD DANZAR SITE BENCKMARK ELEVATION= 23.06 ASSUMED 16 DANZAR LAST FIELD DATE: 2-14-11 [DATE: 0' ALEXANDER A PIAZZA PSM, INC. YNCERTIFIED T0: '� F ' R _ WYNNE BUILDING ;..ORF1J12AT10M1tr ' 11 Surveying • Mapping • Consulting -- '' 619 SW Biltmore Street Port St. Lucie, Florida 34983 I hereby certi:fy that the suivey'shown hereon is true and ® Phone: (772) 340-7770 correct and is based on actual measeurements liken in the Fax: (772) 340-2250 field. This survey-meetsy4,l ini un Technical Standards LBf7280 of Chapter 51G17 Florida a *;ili;trative eke REVISIONS: !f,z,GsALEXAND Professional Surveyor do Mapper I Florida Certificate No.: 6330