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OFFICE USE' ONLY � � � 1 DATE FILED: 7 PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: �� D / 0 I c;? CONCURRENCY FEE: � RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED cc N St. Lucie County Building and Zoning 2300 Virginia Avenue Qlrp �0 R10p . Ft. Pierce, FL 34982-5652 �©1 \ 772-462-1553 n - 101 APPLICATION for BUILDING PERMIT �J CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION SCANNED BY 1. LOCATION/SITE ADDRESS: _ 1 FLAMENCO St. Lucie Courl#y 2. S/D NAME: Gna n i ia-ke.s T SITE PLAN NAME: 3. PROPERTY TAX ID #: Part—s_f 3414 501 1701 00 0 vT6 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Section 26, Tnwnsh i p 36s, and Range 40F 5. PLAT 6. PAGE T BLOCK 8. LOT BOOK NO. NO. . NO. 9. PARCEL SIZE: ACRES/SQ FT, LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single family X�esld—®nee (replacement home) 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT: 25' 1 5' SIDE SIDE 1 12. 'TYPE OF CONSTRUCTION (Check all appropriate boxes) (] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] COMMERCIAL :. [• ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: came 14. Sq. Ft./CONSTRUCTION: 2075 15. Sq. Ft. 1 st Floor: 16. VALUE OF CONSTRUCTION: $ S 1_, 0 0 0 nn � [7 o� P• � The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: 17vnnc Rni 1 ADDRESS: _$ Q TT C 1 4 i i i :F e 4n,) CITY: Port St Lucie STATE: Rid ZIP 34952 PHONE (DAYTIME): (M) R 7 R r; 51 3 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): STATE: CONTRACTOR INFORMATION , ST. of FL REG./CERT #: CG3C n 3 5 a g ST. LUCIE COUNTY CERT #:. $ 9 9 a BUSINESS NAME: Wynne Development QUALIFIERS NAME: M;;j-t-hew Lyle Wynne eT)ni?-Pcc- unnn S _ TTS1 . Suite 402 CITY: P^r} St Lucie e - STATE: FT ZIP PHONE (DAYTIME): (may R 7 R— 5 51 3 FAX NO. (7 7 2) 8 7 u— 7 6 F 6 email: ARCHIT/ENGINEER: ADDRESS: CITY: Stuart STATE: i t ZIP - 34996 PHONE (DAYTIME): ( ) BONDING COMPANY: ADDRESS: CITY STATE: P MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, .HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT -IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. O C C T CONTR CT URE STATE OF FLORIDA COUNTY OF -St T ] rr i e The foregoing instrument w,.as�as +±ack''nowledged before me this fL4tay of JLst4 , 2011, by Mattha�� I r e ff4ois ersonall known to me or who has produced as identification. Signature of�Not �— STATE OF FLORIDA COUNTY OF S h 1A Gse The foregoing instrrent was acknowledged before me this �/ day of JR►1, 20_U, by Matthew T Tl A ln]� who is pers! o__ nally known to _me who has produced as identification. d^t Signature of No y o fL o-rtt �f H NN �7.4FNC-� p A Type or Print Name Type or Prin ,J,�lotaryDOR07HY ANN HAFNER DOROTHY ANN HAFNER r°` :`�; Notary Public -State of Florida _ ry Public - State of Florida Commission + My Coires Oct 2, 2012 Commission No. .,eMy Comm. Expires Oct 2, 2012 =°� gr Commission # DD 827096 ? e; Commission # OD 827096 ��,Bonded Through National Notary Assn. ' %n° ll%%`Bonded Through National Notary Assn. NOTE: TWO (2) CH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO, SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. S OFFICE USE ONLY BP # / I ;%:.: SECTION �/„ TOWNSHIP /_ RANGE MAP N0. ZONING I f )AA sj.rLAND USE I J), , - I LOT CVG % I I TAZ NO. FLOOD ZONE FIRM MAP # 83 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE o �_3 MAX OCCUP # OF FLRS WATER SEWER 1 on .rRh SPRINKLERS STORMWATER LOT OF REC (before 1/90) LOT OF REC (after 1/90) LOT SPLIT REQUIRED LOT SPLIT APPROVED ADMINST VARIANCE LIBRARY IMPACT FEE PARKS IMPACTFEE PERMIT FEE REPORT CODE I PUBLIC BLD IMPACT FEE BITABLE AREA ( AD N) RADON FEE SCHOOL IMPACT FEE GP T F) CREDIT Y N TOTAL MPACT FEED SCHOOL CREDIT Y N TOTAL IMPACT FEE SCHOOL ;•` "`E' " IMPACT FEE POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/FIRE MIS.0 FEES` ADDITIONAL Y N - SPECIFY TOTAL PERMITS r of ALL REQUIRED FEES REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE ' "'` . EXAMING ;Z: ;49f rn ,rnnnr -�REVII;WEDBY - MA �i ) COMPLETE , n. ri, air•xrr n'1 ^.�r' .._.r , `-+ • .. SL y a2 4 R-it4 ° '"lilwi �INITIAI:S 'L,lty '.z%' ,� :n� , �. h ► �*� • .� is � ' ,•.1+� .IIDf:�llJ t1.3 �'... '°�a c Ysb ���Kt:.:—..�-� f� „``rtis �0i _.. _ ,�,.� •, �COUNTY rg nia ve Fort Pierce, FL 34992 772-2.2172 Fax.772-"2-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCT ON SOIL TREATMENT PERMIT' #:JO / -h 14 JOB ADDRESS: BUILDER%CONTRACTOR: __zo s%td,v . PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE *: We, the undersigned, hereby eertil'y that we have pretreated the above described construction far subterranean termites In accordance. with the standards of the National Pest Control Assodation. Square feet if area treateo.ano - Percentage of solution: If mozS Date of Treatment: G -13 - ..._.__Fboting 1* Treatmen t Re -Treat naveway ___„_.la Treatment - Re -Treat new 14t Treatmem „—Re-Treat Chemins Used: fOe lyl s g� Total gallons used: Time of Treatment:. d n Slab 1e Tneatrnent Re -Treat Pools 1°t Treatment ReTmat. 1/ met fior Fl l inspectlon Signature Of Exterminator Me - Thera inert oe a mmpkh+d t3ar e+edi rreQtt4ed rrrad►ne+�t arrtarit agar tlZm, r»erst a� S&tobep+t d by thehWMrettr wofe+agiMweeftr►orthesdm uWftt wct1wwl7 &# and am4WsWw FISC LOC2.6'0 afA Tii ftWt lbrPgle��et*ft oft MMM A we'a� / t e pro rg b�oNrd shaAb�e p,�v,PdedYro �aeh� die 7h�7bt►rantCdGg�l�tes�eadr re�reftplMe tmaatrent tFt rtr�tl(et�ad, P*Wd%V a copy tar ft +mod to arid armorV*V ftr the bU#Mg parse t9b& 71w Thwbn" Ce SUYPDK* ft Podia twV, +id0ftyofft ffp#kaW, Ow and date ofthebtsttrteg Slltejwtrtda, tW he+attaa , dwnW um d, pie=9:cnrtm*a&w and num&r of payouts tamed, to eskrb i a 6Ae >ewd of PVft" &wN&& lleita d�mk�f dbmfer ntetihad lhr[eat►rtlJAe paaddv► te4gd, /f e�rtrrAor Daaatmants�d be wwkwoforto awl haft a OVIOL St Lwft County requires for the final inspecdon fbr CO, a Permanent. Sddoer to be placed on ----@ A---- ------ ..�- - ---- - - - - St. Lucie County r Building & Zoning DeparQment 2300 Virginia Avenue lr� ort Pierce, FL 34982 172-462-21.65 Fax 772-462-644-1 Request for 30-Day Temporary Power Relek Se Pennit Numbe Date: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELEXTRICA POWER To THE A11OVE DESCRIBED PROPERTY, FOR A PERIOD NOT To EXCEED '�HIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUFT W14C HEREBY A.CKNOWLE,DGE AND AGREE AS FOLLOWS: 1. This temporary power release is reqnested for the above stated purpose only, and there will be no occupancy Of any type, other than that permitted by contftruction during this time period. e hereby agree to abide by all terms and condi�,.Jolis 2. As witness by oar signatures, W incorporated li�preln by reference. of this agreement, including Building Division Policy, which is I entitled 3. All conditions and requirements listed in the attached document on tl d -lance inspection. "Requirements for 30 Day Power for Testing" have been Jjjlfllled1—__�_ the reason 4- All requests for an extension beyond 30 days mast be made in w eyemoyed from the site and/or I (;-- uspection for the ieqd0t. Power inay 1) a S1 11as not been approved Within 30 days. A fee of $100.00 will be I WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS THEIR EMPLOYEEKS FROM ALI, LIABILITIES AND CLAD ' PE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF Tk',',465 PING ANY DAMAGE, WHICH MAY BE INCURRED DUE TO THE I ELECTRICAT., POWER IN THE EVENT OF VIOLATION OF' fff1S_A_CJ�KEL4MFNT_. : OWNER SIGNATUR-E 1JjATE GENER. C0NTRACTbR1R.M-AT10J.ZE 4DX T E RCTRICAL CONTRACTOR SIGNATURE )DAVE C`l 6I � II II I Professional Insulators of South Florid# FTC Insulation: Installation Certificate '1 it To: St. Lucie Count Date: Imay 10 2011 Re; 11-010121 Lot/.Block: Address: 1.Fla:nenco Way Project: s' property as follows: The undersi ned hereby certifies that insulation has been installed In the above deseribedi 1. Exterior CBS walls have been insulated with: Sp Y-on Cellulose Thickness in inches: Ffb rglass Blankets Manufacturer: Fi Foil Rot Wool Blankets Density: X AN, inurn Foil R-Value: R-4.1 Rig d Board I'ol styrene OtI' r —.T-xTcirior (A-m-e a[ISj bA.ve fi ink, iTma wx{1a: -•.- _ p-T `y=oia elItilose - -- -- Thickness In inches: Fib ,rglass Blankets Manufacturer: ROC Wool Blankets .Density: Alu, inuin Foil R-Value: Fol; urethane Otb r 2. Ceilings (rear porch) have been insulated with: Spr ty-on Cellulose Thickness in inches: 10.25" Fibs rglass Blankets Manufacturer: Owens Corning Roe Wool Blanlets Density: X FM rglass Blown R-Value: R-30 I lCell lose ,Loose Fill Ot r Ceilings (Vaulted/Cathedral) insulated with: Fib: glass Blankets Thickness in inches: Fib: glass Loose Mill Manufacturer: Roc , Wool Density: X Fibc glass B[own R-Value: Cell lose Loose Fill Oth r 3. Interior kneewalls have been insulated with: Fibe ,glass Blankets Thickness in Inches: Roe] : Wool Manufacturer: Poly- rethane Density: Sprf ,-on-Cellulose R-Value: 1 Othi 4. Garage partition walls of A/C living area have ' been insulated with: Roc Wool Blankets Thickness in inches: 31/2" X Fibe glass Blankets Manufacturer; Fiberteel, Spra;-on Cellulose Density; Poly rethane R-Value: lothe 5. The following have been insulated: CBC1" 54039 Wynne BuildingCorpftofessfoual CoI17� 1 Insulator'I eriC # of Soutb Florida, Inc. o tract/Builder lnsulation ontractor Public Works St. Lucie County, FL 4-MAY-2011 03:53 FROM:SOUTH*T 7723446042 W 626443 P.1/1 rS n ee Fort Plena, FL 349S2 772-462-2172 fax 772-"2-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: t4,a1 JOB ADDRESS: BUILDERICONTR,ACTOR: /%� � �'.w y-`�•� PEST CONTROL CONTRACTOR: PAST CONTROL LICENSE #: we, the undersigned, hereby certify that we have pretreated the above da albed construction for subterranean termites in acwrdance with the standards of the Nalknal Pest Control Assodation. Square feet It area treated: Percentage of solution: r 00 Date of Treatment; - r7 'i - // �Foot9ng 1° Treatment Re -That �Y Ia Treatment Re-Trea c3t1"ar � �'7F"a 1 Treatment Re Treat Chemicals used: 'px e /?// tr Total gallons used: 3 c:p Time of Treatment! f° Slab _1' Treatment Re -Treat P001S _e Treatment Re -Treat ft0npWfor FlrA Inspection Qmture of EAermInator AMW 71av m1fit be a aourr kW AOV A r aadr r gWrd DmftW or rr-t►eetrnW and thin &m must beon are, job MO 0 be pktad uv by the hgpadW at fine ofeedr / w&ft i or der =WdWd ftWedAw wX W and a tv-ft abw hoe dw ged, PBM04." Gefffiftte orpnmmw ThtaVrrarrt ArFAWWOM 0tFri7rllM A Kaaethff A=&MJhb5ft pohtg board 4*011 be p►v~fv ►vcWke ee pa*tnt Dw1M--nt Ce►dykvfts dT Cade rav/red prnb aeebfent & CVaw adj e o�yoy e►repe a�s,oery rt ar r,�evad ea surd aaaa►er ague Far the bl'r/kltl w pw1* Ate: 7At TRO meat Cori a s�hsH punrrde the Pam+ G Jfata►rtltY ordre dyy/karor, tfire aW date arme dwtmar% site b wftarm b rift, Me►w/ used, perumt aor=ntravw surd number of-W M UW4 to estabttrh a may maw of v deetrneRtw rya ev4' c�ev»!�l bavrfar inaettrad tfu,t+Grml� pra�ena�n /s Cara', r9tist e.+rter� a�atrrrarrC sYwH St. Lucie County requires for the final Inepetdon f!or COr a 0ermanent StIdwr to be >�`� �°v° ��.` G�0 DUNKE16BERGER ft-,' Densit Test Report engineering & testing; inc. y p Project Name: Spanish Lakes Phase I Address: 1 Flamenco Project Number: PSL-09-3011 (10.1) Date Tested: 2/7/2011 Technician Initials: SM Client Name: Wynne Building Corporation Report Date: 2/9/2011 8000 South US 1 #402 Project Manager: Dave Youngstrom Port St. Lucie FL 34953 Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) +''.�N�iM�.- t'�. 'A4aACb dt +f'" 1 F'K"' ..Y"''y$lf�aPs T 1 ' ii.,�'1 % Fleld '4»" L i t `n d +ii%f9`/i" •'Y K' Ti 14:.F Tests'> Maximum Dry Density (Pc0 Optimum Moisture M Dry Density (Pcf) Cone 1 Resistance (tsf) Moisture M Minimum Required Compaction M Percent Maximum Density M Test Results 1 12 107 12 106.3 - - - 11.5 95 99.3 Pass 2 12 107 12 107.2 - - - 11.9 95 100 Pass 3 12 107 12 106.5 - - - 12.2 95 99.5 Pass Type of Field Density Test: F ASTM D 1556 ASTM D 2922 r— ASTM D 2937 Minimum Required Compaction Based on: P-1 AASHTO T-180 (ASTM D 1557) r AASHTO T-99 (ASTM D 698) 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. ., 'A ' S�oilT e� wYP t a'd!..�i.= w, $kp +R:i'�^r ' le atio Ir -.Ss..^V^''x.'.Nw' K`.. h: s`9n est Loratian 1Flamenco`;Slab o Grade' �T �K A t4, ^��'� 1 1 1 0-12 Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab subgrade) 3 1 0-12 Back of house pad (footing subgrade) U�V_ Elevation/Depth Referenced to: 0'1 "YPe. 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: F NGVD M SL I✓ Other: Inches below top of footing or slab subgrade cc: Client ... (1) Wynne Building Corp., B. Bailey (field) ... (1) St. Lucie County Building Department ... (1)",-" _ R .g E. Dunkelberger, P.E. Registration No. 49932 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G15-18011, of the Florida Administrative Code. Thi is sabae2g*nfidential 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. 1) Progress ReporUls PR 12 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3551159 OR BOA-' -260 PAGE 2921, Recorded 01/14/2011 01:14 PM AFTER RRCORDING-RETURN TO: PERMITNUMBER: I ILi, Si:nvd .•aerrW La 1,...... 11S IrtIV 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 it: we Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal docription and street address) TAX FOLIO NUMBER, 3 41 4 — 5 01 —1 7 01 — 0 0 0 9 Spanish SUBDIVISION ��kes 1;BLOCK TRACT LOT BLDG UNIT —1—Flamenco East k of section 1 townshi 34s Ran a 39E 2. GENERAL DESCRIPTION OF IMPROVEMENT: ring 'N&W o Turnpike Feeder Road 3.OWNER INFORMATION: c. interest in property d. Name and address of fee simple titleholder (if other than owner) '4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S US1, Suite 4021 PSLr FL 34952 772-878-5511 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: Craig Wardell NAME, ADDRESS AND PHONE NUMBER: 1 LaS Ca 5l tas Ft Pierce, FT 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 date of recording unless a different date is specified) 20_. !� Matthew Lyle Wynne Vice —President Signature or Owner or Print Name and Provide Signatory's Title/OiTce Owner's Authorized Officer/Director/Partner/Manager Stale of Florida County of 4t _ T ucie' Y$ The foregoing instrument was acknowledged before me this _day of :A N u Aae y .20 1 gy Matthew Lyle Wynne _,as ✓!GE PRFS/i5w/ (Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney to fact) ForWynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known!' or produced the followi t f 00ROTW ANN HAFNER dp NWnry Public - stats of FWMI Ho Comm, Esplrna oct 2. 2012 Imo RoTN N fN / fAFNER Cotnmbaico # DD e� NM. (Printed Name of Notary Public) (Signature of Mary Public) ' i`. F`.'t. ; - Sotdrtl llu * NOMW Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By Rer. 0313GOMIR—ding) STATE OF FLORIDA ST, I-LICIE COUNTY THIS I'S T:, Ltf-'jTI7VT,4ATTHISIS _ 1 F . :3 i fit i SUH i H C,IERK i ��'e�%ar%t `n�•� Q04 �.. tte.e.gxad mrin � j-RNr"�eutc-E' moik1tredS/' rIaisEjshoW'M`if�� tl`dd"EeeirtdaaD -tidtoeeddfB`hi"Yfr��,si%fpEoar`�`�aa"d`'e�oeneswcis ih'iroircf"h j' 'is rt iciJca�b.. le1"cx►o� /'d�r"e'+t$,ct�"ce. c'ttl,t oh^n;n""as o`` f.-hti Tsd eh'��2Qf r0e6cc.o;:VEnr.tr,%d tt�er r.t�lfatlrroennacef'Bseca,osiimdCem�Qfrnall� Caoaptlpe.,hrc�.c.:7a. Jhb°ieiefpclaa`,,e.l��;>res�tlKve:x r.en'aeap npac`RPRitl@oBogiceowib„?nn�.'_ocvr,oJuayfodd.,.dtrsr',hnve��p", dl,iUs.e hier,etl. py a,„si'd [nodci.citwahu eItcjoes not�reerence ally i rcode,�proViswns which maygbe apbhcable to peaficcbui�dings'r�This recorc��is desigriecj`to,be U'se on y by,those +�ho�are know�dgeap('e�an capa le of �; exeecisingcompetenF�utlgemenlmevaluahngc9nstCuchagdoc�mentsforcodecomphahce CORRECTION LIST No. DESCRIPTION Code Section �§1"�� ICE •s. A1: s ••: • :■ •e e • n.. ��"" e e e.e ,. �.e: e e oe --" \�i� s e - :• a •� .s: A?" e^ a .es s s y e ' CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (13109) of the project. BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301.5) 5 psf Roof live load (Table R301.6) a -7 psf Ground snow load A)114 psf Basic wind speed 14f6 mph Wind exposure category (R301.2.1.4) High wind design ,�,C'tena applicable (R301.2.1.1) (�� 5 Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) onnnn of ANnIIN(_ fRRn52 thrniinh R3n51 Weathering area '! � 1, Frost line depth /v 71 v Termite area Decay area Winter design temperature Q Ice barrier underlayme required Flood hazards EXTERIOR WALL LOCATION (R302) '-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table 302.1) Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Use Area f? Width Average ceilinq Minimum ceiling Natural* light Natural ventilation* Living 120 7'-0" T-0" 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. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0"t 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8- min ver plumbing fixtures. Required heating (R303.8) SANITAMer R306 and R307) closet tory �ub or s �or shower V Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLA ING (R308) Identification (R308.1) Nat Louvered windows or jalousies (R308.2) uman impact loads/hazardous locations _Jq Y'r (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAG AND CARPORTS (R309) No opening between garage and sleeping / room (R309.1) Opening protection (garage to residence); 13/e" solid wood doors, 20-minute fire -rated doors (R309.1) Genet'rations (R309.1.1, R309.1.2) arage -dwelling separation; 1/2"gypsum board on garage side, except 5/e" Type X re- quired below habitable rooms (R309.2) V Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS R310 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1 - R310.1.4) - "— Window wells (R310.2) Exit balconies (R311.2.1) _ "' Exit access or hallway >- 3' (R311.3) t/ One exit from each dwelling unit (R311.4.1) �it door >_ (310" x 6'8") (R311.4.2) --yLandings for doors (R311.4.3) Stairways; minimum width = 3'0"; maximum stair rise = 7314"; minimum tread = 10" with 3/4"-11/4" nosing; minimum headroom = 618" (R311.5) Landings for stairways; minimum dimension 36" (R311.5.4) &L—Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 3' x 3' (R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- 0 a BUILDING PLANNING (cont'd.) SMOKE ALARMS (R313) Location and interconnection (R313.2) Power source (R313.3) GRES/S �(cont'd.) E NZTI Under stair protection(R311.2.2) Handrails; required on one side of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor urfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) MOIST RE VAPOR RETARDERS (R318) �n ECRequired (R318.1) ANTERMITE AREAS (R319 and R320) FOAM AM PLASTIC (R314) R320. Protection required (Table R301.2(1), R319.1, ) Labeling (R314.2) Quality mark (R319.2 and R320.1.1) r Su j ring, ermal barrier, specific :ap-�_SITADDRESS (R321) prova�314.3 - R314.6) WALL A/ND' CEILING FINISH (R315) V ame spread (R315.1) index �ke-develo ed P (R315.2) INSULATION (R316) V Flame spread (R316.1) 6X:V' oke-developed index (R316.1) c (R316.4) DWELLING UNIT SEPARATION (R317) Two-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) structural independence (R317.2.4) Rated penetrations (R317.3) Premises identification (R321.1) ACCESSI ILITY (R322) Accessible dwelling units applicable (R322.1) ELgEyATTOORS/PLATFORM LIFTS (R323) ► )/ I Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) azard area and elevation requirements �ZDesigR324.2and R324.3) n professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �_ood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTI (R403) Soil bearing value (R401.4, R403.1) ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but:- footing thick- �ADess (R403.1.1) l i Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) ill plate bolting in concrete/masonry ='/2' di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing "-asonry [Tables R404.1(1) and R404.1(2)J and concrete foundation walls 4SR404.1.1, R404.1.2) DC D provisions (R404.1.4) Maximum wall height (Tables R404.1(1) - . R404.1(3) and Tables R404.1.1(1) R404.1.1(5)] -4- FOUNDATIONS (cont'd.) TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS inches a LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >_ 4 000 Conventional li ht-frame construction 1-story 12 12 _- 12 12 _ 2-sto 15 12 12 12 3-story 23 17 i 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonry 1-story 2-story 12_ 21 _ 12 16 12 12 12 12 3-sto ry 32 24 16 12 8-inch solid or fully grouted masonry 1 -story 16 r"(2 12 12 2-story 29 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.) YV Maximum unbalanced fill height (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] l-� Minimum nominal wall thickness (Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - 04.1.1(5)] Reinforcement size and spacing (Tables �R404.1.1(2) - R404.1.1(5)] Height above finished grade (R404.1.6) Sill plate size (R404.3) LitInsulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces -AIVre below grade* (R405) 'Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see under -floor space (R408) CO UMNS (R407) & Protection from decay or corrosion (R407.1 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) :Tuv- Steel columns (minimum 3" diameter, standard weight) (R407.3) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) AVFinished grade (R408.6) Flood resistance (R408.7) FLOOR ha W 5) WQOD OISTS AND GIRDERS (R502) Bearing (1.5" minimum on wood or metal; 3" on N masonry or concrete) and lapped joists (3") Species and grade (R502.1) (R502.6, R502.6.1) Joists - Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists - Nonsleeping areas, ILL = 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 earing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Lateral 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- L7 0 FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) AIAllowable span (Table R503.1) fiifr End joints .(R503. 1. 1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Al/Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREA%TA=-/D-WOOD FLOORS (ON GROUND) (R504) N/ Base course: 4" thick with maximum 3/4" gravel or'/z" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CON�CREETT FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) V___- Support: prepared subgrade; maximum earth fill = 811; maximum sand or gravel fill = 24" R506.2.1) B se course: 4" graded With 2" maximum aggregate (R506.2.2) Vapor retarder (R506.2.3) WALL CONSTRUCTION -(Chapter 6) GENERAL (R601) Fireblocking (R602.8) v Design (R601.2) Cripple walls (R602.9) mponent and cladding wind loads (Table all bracing method (R602.10.1 and R301.2(2)] R602.10.3) Windows in windbome debris regions VR602. 11 bracing amount and location (Table (R301.2.1.2) 10.1) WOOD�ONSTRUCTION (R602) ll bracing length (R602.10.4) pC D (R602.10.9, R602.10.11 and R602.11)Construction [Figures R602.3(1) and R602.3(2)] tud grade (R602.2) Exterior walls (R602.3) Stud spacing (R602.3.1) Affff�lnterior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" 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 R602.7.21 STEEL WALL FRAMING (R603) 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) 151 WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL /q1/� 4-wood structural panels (R604) CONSTRUCTION (R611) darticleboard (R605) General design (R611.1 and R611.2) Type of ICF wall design (R611.3 R611.5) MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION . /SDC C and D (R606.12) i�� VUnit masonry (R607) sign basis (R612.1) ►v/i� Multiple wythe masonry (R608) WI & DOORS (R613) Grouted masonry (R609) WIND General; window sills; performance; testing :NFeGlass unit masonry (R610) and labeling (R613.1 - R613.4) WALL COVERING�(Ch t r 7) R WALL COVERING R702 Vv Wood shakes and shingles (R703.5) INTERIOR ( ) Plaster material (R702.2) Exterior plaster (R703.6) taster support (R702.2.1) tone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bear- " board material (R702.3.1) ineach end (R703.7.3) �psum board support, application and fas- Al fi'/ Veneer ties: #9 U.S. gage wire or #22 U.S. tening (R702.3.2 - R702.3.8) gage by'/B" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet Ceramic the (R702.4) ��i maximum area supported (wind > 30 psf and j�1//� I Other finishes (R702.5 and R702.6) SDC C or D, maximum area = 2 square feet) (R703.7.4.1) EXTE R WALL COVERING (R703) Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) Exterior insulation finish systems (R703.9) _M�__/Yood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table -- R703.4) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) /" Lateral support and bridging (R802.8) sign (R801.2 and R801.3) ' /) Framing of openings (R802.9) Component and cladding wind loads (Tablet/ od trusses (R802.10) R301.2(2)] Roof tie -down (R802.11) ROOF FRAMING (R802) CEILING JOISTS [Tables R802.4(1), R802.4(2)] N Fire -retardant -treated wood (R802.1.3)L---without attic storage, LL = 10psf Framing details (R802.3) With attic storage LL = 20psf -A) Rafter tie (4' o.c.) (R802.3.1) Spacing Collar ties (4' o.c., in upper third of attic) Species (R802.3.1) Grade Purlins (2" x 4" at 4' o.c. minimum) Span (Figure R802.5.1, R802.5.1) Size Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) -7- r ROOF -CEILING CONSTRUCTION (cont'd.) fables R802.5.1(1) - R802.5.1(8)] :meneral'(R804. F FRAMING (R804) Ground snow load/LL = 20psf 1) Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade H,/HR; Adjustment factor ROOF SHEATHING (R803.2) Af ade Thickness FRTW allowable stresses/grading Inswable spans [Table R503.2.1.1(1)J tallation (R803.2.3) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROO�VE ILATION (R806) entilation requirements (R806.1, R806.2, R806.4) ATTIC ASS(R807) Access requirements (807.1) INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF CLAS ICATION (R902) Roof covering materials (R902.1) WEATH R PROTECTION (R903) lashing (R903.2) oping (R903.3) Roof drainage (R903.4) MATE S (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete the (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) prayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) -� k' 4_ general (R906.1) TNG (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) 19 to CHIMNEYS AND FIREPLACES (Chapter 10) NR)�FIREPLACES (R1001) n (Figure R1001.1 and Table P 1001.1) 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) ONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) 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) '-BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Inst lation (R1005.3 and R1005.4) AIR SUPPLY R1006 Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Comnlance; material and equipment Y101.2, N1101.3) u Climate zone (Table N1101.2) *See energy conservation plan review record V uilding envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) v ppliance labeling (M1302, M1303) V Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating �nd cooling load calculations (Chapter 14) xhaust systems (Chapter 15) V Duct systems (Chapter 16) Combustion air (Chapter 17) Chimney and vent location and terminations J (Chapter 10 and Chapter 18) iAlit,, V 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 to 40 FUEL GAS (Chapter 24) Application (G2401.1) ' Pipe sizing (G2413) General regulations (G 04 ing materials (G2414) Appliance location (G 06) Piping installation (G2415 and G2419) Air requirements (G2 7) Piping support (G2418 and G2424) 4 tallation (G2408) Valves, controls, connections (G2420, G2421 and G2422) Clearances (G2409) Venting (G2425 - G2428) Electrical and electrical bonding (G2410, G2411) Misc appliances (G2423, G2429 - G2453) �^ ater service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) �r;!rumbing ted plastic materials (P2608) fixtures (Chapter 27) Water supply and distribution system design �d calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) V Water heater size and location (Chapter 28) I Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) penetrations of fire -resistance rated assem blies (E3302.2) Listed and labeled materials (E3303) U_ Service equipment and location (E3501, 506) Service size and load calculations (E3502) X Y� Available fault current (E3506) stem grounding (E3507) Required branch circuits (E3603) Feeder requirements and load calculations (E3604) firing methods (Chapter 37) Required lighting and receptacle outlets (E3801, E3803) Devices and lighting fixtures (Chapter 39) Appliance installation (Chapter 40) Swimming pools (Chapter 41) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED. Ou NG SE DWELLINGS (Appendix E) Provisions adopted (R102. Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Provisions adopted 0 .5) Compliance with Appendix F verified -10- SWIMMING POOLS, SPAS AND H T TUBS (Appendix G) Provisions adopte (R102.5) CompN ce with Appendix G verified PATI COVERS Appendix H Provisions adopt \(102.5) C pliance with Appendix H verified P IVATE SEWAGE ISPOSAL ( pendix Provisions adopt (R102.) ompliance LthAppendix I verified EXI TING B IL INGS ND STRUCT (Appen ix J) Provisions adopt d (R102.5) Compliance with ppendix J verified SOUN TRA SMISSION (Ad pendix K) Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -11- NOTES (cont'd.) -12- St. Lucie County Building •& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for•the (Company/Individual Name) project located at 1 Flament-b (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 indcruist Plumbing-:j& Supply Co. 19159 CFC057672 HVAC/ Mechanical Comfort Control of St. Lucie 8288 CACO24379 Ropfmg Treasure Coast Roofincr & ;•,r: �>• tiFin7 Waternroofina, LLC Gas `L IIPNUMBER: I ISSUE DATE: . ` ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR10P BUILDING PERIMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: pe0!y- State of Florida Certification Number (if applicable): (Company Name/Individual Name) have agreed to be the e le c t ri ca l sub -contractor for W � e U y e�� - (Type of Trade) (Primary Contractor) for the project located at 1 Flamenco (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE r�—� �U PRINT NAME DAT Business Name: Address: City/State/Zip: Phone: OFFICE USE ONT .v- t� - myIIi email: ST. LUCIE COUNTY PUBLIC WORKS 4. BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19150 State of Florida Certification Number (If applicable): 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 1 FFl-menco (Proiect Street Address or Property Tax ID 4) 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) 0RK'INA1.SI sNA1A;RESARER>`QUIRED Robert A. Case I ,NATURE PRINT NAME DAT Business Name: :address: City/State/Zip Phone: Lindquist Plumbing & Supply Co., Inc. 3185 Sneed Road Fort Pierce, Fl. 34945 (772) 461-1969 email: OFFICR USF ONI N: PERMIT# ISSUE DATE C ST. LUCZE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTIvMNT •.9 3I LDING I'IrRMIT SUIT -CONTRACTOR AGREEMENT St. ,Lucie County Contractor Certification Number: 8 2 8 8 State of Florida Certificatio n Number (If applicable): CACO24379 Comfort Contro- of St.. T,ucj e County,__1ja_Jbpve agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne peyel Qpment Corpna-lion (Type of Trade) (Primary Contractor) for the project located at 1 Flamenco (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_ ooa-oo) BUSINESS QUALIFIER (Name of the Iridividual shown on the Contractor's License) ORIGINAL SIGNATURES ARE AEOUIRE'D _Barry Zimmerman GNA I'IZ TNAME APE Business Name: Comfort Control oL St. Lucie. Cohn .y, Tnc,- Address: 1501 Biltmore Street City/State/zip: Port Saint Lucie, FL 34983 .Phone: 7 7 2— 7 8 5— 9 01 o email: 1. OFFICE USE ONLY: PERMIT # ISSUE DATE- �i ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT F�ORI�P. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 6 6 0 7 State of Florida Certification Number (If applicable): CCC 1 3 2 9 5 9 2 Treasure Coast *-Roofitag, & Waterproofinq, LLC have agreed to be the (Company Name/Individual Name) Rnofinq sub-contractorfor Wynne Building Corp. (Type of Trade) (Primary Contractor) for the project located at 1 Flamenem (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's. License) ORIGINAL SIGNATURES Al2E REOUIRED AL4_1 Andrew Kriska IGNATURE PRINT NAME DAT Business Name: Traasure Coast Roofing & Waterproofirfq, LLC Address: 1 £L1 4 SW Ri 1 tmor St City/State/Zip: Part St- J,uCie_,—FL '44984 Phone: (7 7 2) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: - PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: 1 Flamenco Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. III accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF St. Lucie ACKNOWLEDGED BEFORE ME THIS � DAY OF J IZ N 14 14 R N .20 11 gy M a t t h e W Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED L40� a"-,� 94� SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. .• '. L �� Mki TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER �."'r'" DOROTHY ANN HAFNER °. `bs Notary Public - State of Florida My Comm. Expires Oct 2, 2012 �= Commission #r DO 827096 �r�° .� ��'d Bonded Through National Notary Assn. 9' %3eii e42k 0 MIN. SETBACK REQ, � FRONT l CirS S5-rc, E !'hod ZD S�S R Cam• .ei_ • G1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Q Builder Name: WAYNNE Street: \' C..0 Permit Office: City, State, Zip: FORT PIERCE, FL, 34983 Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1318.80 ftZ b. Face Brick - Wood, Exterior R=11.0 204.00 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftZ) 1451 a. Under Attic (Vented) R=30.0 1452.00 ftZ b. N/A R= ftZ 7. Windows Description Area c. N/A R= ftZ a. U-Factor: Sgl, default 134.58 ftZ SHGC: Tinted, default 11. Ducts b. U-Factor: N/A ftZ a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftZ SHGC: 12. Cooling systems c. U-Factor: N/A ftZ a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U-Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U-Factor: N/A ftZ HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1451.30 ftZ EF: 0.9 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits Pstat Glass/Floor Area: 0.093 Total As -Built Modified Loads: 27.22 PASS Total Baseline Loads: 31.91 I hereby certify that the plans and specifications covered by Review of the plans and'_ this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance,`,,,;°'�' with the Florida Energy Code. PREPARE D Y: ____ _ _ ._ Before construction is completed- , DATE: _ %vthis building will be inspected for compliance with Section 553.908r Florida Statutes. I hereby certify that this building, as designed, is i ompliance with the Florida Energ ode. �QD �" . OWNER/AdGET:- ' __ BUILDING OFFICIAL: DATE 'P _ DATE: _ --_._. - -- .... --- - - -- - -- - ----- --- 610 ALL PROPOSED WORK ,J,CT TO ANY CORRECTIONS : J"ED BY FIELD INSPECTORS THAT tiY BE NECESSARY IN ORDER TO " 11PLY WITH ALL APPLICABLE CODES. 5/5/2010 8:45 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 ` PROJECT Title: WYNNECARLETONPERF61 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1451 Lot # Owner: Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: WAYNNE Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: ST. LUCIE Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, 34983 New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % , Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 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 - FlaRes2008 Page 2 of 5 ti 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 ft 0 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 / V 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 ,, 382.8A2 64.ft. - 8 ft _, ,,._, :. (invalid) .. , COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow_ Ducts 1 Central Unit None SEER: 14 30 kBtu/hr cfm _SHR 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 ft2 Default Leakage Attic (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolln Venting Ix XIJan JXXI Feb Xj Mar IX Apr jXXj Apr Xj IX XjJun IX JXXJ Ix� JXXJ IX] May Jun X� JJu ul 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) 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 •FORM1110OA-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: FORT PIERCE, FL, 34983 n 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. I 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 ceilingswhere'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 Ll 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 _T N1102.B.1.1 sides. Common ceiling & floors R-11. 5/5/2010 8:45 PM EnergyGauge(g) USA - FlaRes2008 Page 5 of 5 i 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 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz 7. Windows** Description a. U-Factor: Sgl, default SHGC: Tinted, default b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: . - , e. U-Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) Single-family 1 2 No 1451 Area 134.58 ftz ftz ftz ftz ftz 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Face Brick - Wood, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation Area R=4.1 1318.80 ftz R=11.0 204.00 ftz R- ftz R= ftz Insulation Area R=30.0 1452.00 ftz R= ftz R= ftz 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ftz 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr SEER: 14 13, Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 8.2 14. Hot water systems Insulation Area a. Electric R=0.0 1451.30 ftz R= ftz b. Conservation features R- ftz None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant feAures. 1-61 Builder Signature: y Date: Address of New Home: � Q_ �C� City/FL Zip'\, . k a c Cap: 40 gallons EF: 0.9 Pstat P— oe 'fKE STq�o�+ E *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 *-wrightsoft- 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.cam FORT PIERCE, FL 34983 Notes: 7 ,�� F 3. O ` i awn +4 SE+t �S�J,'; x..''•.s+^. .;.}.,'^_D es.nI!Iion Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17945 Btuh Ducts 2467 Btuh Central vent (31 cfm) 969 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21381 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 1452 1452 Volume (ft3) 12652 12652 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 95 49 Heating. Equipment Summary Make Carrier Trade BASE 13 PURON HP Model 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30020 BFuh @ 47°F 1000 cfm 0.049 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Dailatly range L Reive humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 18521 Btuh Ducts 3214 Btuh Central vent (31 cfm) 519 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 21141 Btuh Latent Cooling Equipment Load Sizing Structure 2826 Btuh Ducts 1002 Btuh Central vent (31 cfm) 1316 Btuh Equipment latent load 5144 Btuh Equipment total load 26285 Btuh Req. total capacity at 0.70 SHR 2.5 ton Cooling Equipment Summary Make Carrier Trade BASE 13 PURON HP Cond 25HBB330 Coil FX4CNF030 ARI ref no. 3252981 Efficiency 11.5 EER, 14 SEER Sensible cooling 21000 Btuh Latent cooling 9000 Btuh Total cooling 30000 Btuh Actual air flow 1000 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Printout certified by ACCA to meet all requireTh, 05 SUM ED WORK A EA wrft HVAC\W nne Right -Suite® Universal PER 61.rrpRSU084 REQUIRED BY FIELD INSPECTORS2Q y-05 20:35:12 .4CCIa E:1Wrightsoft HVAC\Wynne Corp1WYNNECARLETONPERF61.rrp Calc = MJ8 Oriental Page 1 MAY BE NECESSARY IN ORDER TO COMPLY WITI-I ALL APPLICABLE CODES. For: CARLTON PERFECTION 61, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 HEATING EQUIPMENT Make Carrier Trade BASE 13 PURON HP Model ' 25HBB330 ARI ref no. 3252981 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 30000 Btuh @ 47°F 27 °F 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 (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1153 708 56 33 GRT RM/DINING 509 7608 7096 373 326 LAUNDRY 46 921 1864 45 86 KITCHEN 150 395 3487 19 160• MS BATH 53 1011 .577 50 27 MS CLOSET 70 78 157 4 7 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 MASTER IAV 56 925 398 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A. Trr wrights®fft^ Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 , CCK E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 1 Entire House p 1451 20412 21734 1000 1000 Other equip loads 969 519 Equip. @ 0.95 RSM 21141 Latent cooling 5144 T S %J 1451 21381 26285 1000 1000 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrii9hts®.t'. Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 ,e,(;,CN EAWrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -11- wrig twat, Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofsic.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 151.5 ft 6.0 ft 3 Ceiling height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1451.3 ft2 60.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft� °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ,W 12C-Osw 0.091 n 2.55 2.18 487 448 1141 978 0 0 0 0 I-� 1A-r1ob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 12C-Osw 0.091 a 2.55 2.18 148 107 273 234 48 27 69 59 1A-rlob 1.080 a 30.24 26.27 20 18 605 525 0 0 0 0 11 11J0 0.600 a 16.80 17.40 21 21 353 365 21 21 353 365 12C-Osw 0.091 s 2.55 2.18 301 295 752 644 0 0 0 0 1A-r1om 1.270 s 35.56 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 W 12C-Osw 0.091 w 2.55 2.18 315 246 627 537 0 0 0 0 {--� Ej 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 PI 12B-Obw 0.097 - 2.72 0.85 204 188 510 160 80 80 217 68 D 11D0 0.390 n 10.92 11.31 16 16 177 184 0 0 0 0 C 168-30ad 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 Boo 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) 10001 10001 56 33 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrfiaya.tso�t 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 1 + VrIghtsaft= Right-J® Worksheet Entire HouseDate: APRIL 28, zo o COMFORT CONTROL OF SLC, INC. By: PATRICIA ZIMMERMAN 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 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 ' ft 45.5 ftz Ty Construction U-value Or HTM Area (ft� Load Area (fet 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 W 12C-Osw 0.091 n 2.55 2.18 260 220 561 481 0 0 0 0 '-G 1A-riob 1.080 n 30.24 23.54 40 0 1197 932 0 0 0 0 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 I 1A-riob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11Jo 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 52 52 132 114 T--G IA-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 196 157 400 343 0 0 0 0 1A-rlomd 1.270 w 35.56 26.39 39 39 1387 1029 0 0 0 0 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 168-30ad 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 1947 -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 Subtotal 6780 6224 821 1634 15 Duct loads 12% 14% 827 873 12% 14% 100 229 Total room load 7608 7096 921 1864 Air required (cfm) 373 326 1 1 45 86 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t� we :®cis®rt- Right -Suite® Universal 7.1.16 RSU05664 2010-May-05 20:35:12 �� E:1Wrightsoft HVAC1Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 2 -her wriightsoft, Right-J@ Worksheet Entire House Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 4 Ceiling height Room dimensions 8.0 ft heat/cool 8.0 ft heat/cool 5 Room area 1.0 x 150.0 ft 7.0 x 7.5 ft 150.0 ftz 52.5 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6WEG 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 1A-rlob 1.080 n 30.24 23.54 0 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-rlob 1.080 a 30.24 26.27 0 0 0 0 0 0 0 0 11 D 11Jo 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 IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P L-D 12B-Obw 0.097 - 2.72 0.85 68 68 185 58 0 0 0 0 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 loss/gain 319 302 683 394 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 Appliances @ 1200 2 2400 0 0 0 Subtotal (lines 6 to 13) 319 2702 816 431 Less extemal load 0 0 0 Less transfer 0 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 50 27 Printout certified by ACCA to meet all requirements of Manual J 8th Ed +}i- wr:gaagsoft- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 jCCk. EAWrightsoft HVAC1Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 3 w. rlghts®ft, 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 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 (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WI 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 64 64 162 139 - -G 1A-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-0sw 0.091 s 2.55 2.18 0 0 0 0 153 153 390 334 1A-r1om 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 s 3.50 2.22 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 119 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 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 70 70 63 118 252 252 226 423 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 252 40 1502 0 6 c) AED excursion 0 1168 Envelope loss/gain 63 117 2986 4037 12 a) Infiltration 0 0 745 204 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 Subtotal (lines 6 to 13) 63 117 3731 4701 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 63 117 3731 4701 15 Duct loads 24% 34% 15 40 12% 14% 455 659 Total room load 78 157 4186 5360 Air required (cfm) 4 7 205 247 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wregr.tsofe Right -Suite® Universal 7.1.16 RSU0SS64 2010-May-05 20:35:12 ,�C%Cta E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJS Orientation = E Page 4 wrightsoft° Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft2 45.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ftj Load number (Btuh/ftz °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 VV 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 40 40 102 87 L� 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 0 0 0 0 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 0 0 0 0 IA-rlomd 1.270 w 35.56 26.39 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 15.96 59.58 0 0 0 0 0 0 0 0 P 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 166-30ad 0.032 - 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion 0 -1 Envelope loss/gain 16 29 332 162 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 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 39 521 250 Air required (cfm) 1 21 1 26 12 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr:gre4sort- Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 r1L Gi. E:\Wrightsoft HVAC\Wynne Corp\WYNNECARLETONPERF61.rrp Calc = MJ8 Orientation = E Page 5 4 wragh$s®ft, 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 Wr h• r-Mrf,-# W.1 Job: Date: APRIL 28, 2010 By: PATRICIA ZIMMERMAN m nameBDRM wall 2osed MASTER LAV ng height 32.5 ft 8.0 ft m dimensions p 8.0 ft heat/cool 8.0 ft heat/cool m area 12.5 x 15.5 ft x 8.0 ft 193.8 ft 2 27.0 56.0 ft Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1L11 �( 12C-0sw 0.091 n 2.55 2.18 124 124 316 271 0 0 1A-r1ob 12C-0sw 1.080 0.091 n a 30.24 2.55 23.54 0 0 0 0 0 0 0 0 0 0 1A-rlob 1.080 a 30.24 2.18 100 26.27 20 80 18 204 605 175 0 525 0 0 0 0 11 D 11J0 0.600 a 16.80 17.40 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2'55 2.18 36 36 92 79 0 0 0 0 0 W 1A-rlom 1.270 s 35.56 26.39 0 0 0 0 0 0 0 0 0 W 13A-5ocs 12C-0sw 0.125 0.091 s w 3.50 2.55 2.22 0 2.18 0 0 0 0 64 64 0 224 142 G 1A-r1omd 1.270 w 35.56 26.39 0 0 0 0 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 0 P L-D 12B-Obw 0.097 - 2.72 0.85 0 0 0 0 0 0 0 11 DO 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 0 0 C C 16B-30ad 16C-19al 0.032 0.90 1.68 194 194 174 326 0 0 0 0 0 F 22A-tph 0.049 1.358 1.37 38.02 2.08 0 0.00 194 0 33 0 1236 0 56 0 56 56 77 117 8 304 0 6 c) AED excursion 45 -1 Envelope loss/gain 2626 1420 605 605 256 12 a) Infiltration b) Room ventilation 577 158 142 39 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances @ 1200 0 0 0 0 0 0 es 6 to 13) 3203 1578. 747 297 [14 al load rDuctloads er 0 0 0 0 on 0 0 0 0 0 0 0 0 12% 14% 3203 391 1578 221 24% 34% 747 178 297 101 Total room load -73594 Air required (cfm) 594 1799 925 398 83 45 18 Printout certified by ACCA to meet all requirements of Manual J 8th Ed �°I*- wrGgFvtsoftt Right -Suite® Universal 7.1.16 RSU05864 2010-May-05 20:35:12 .drCFo EAWrightsoft HVACIWynne CorpIWYNNECARLETONPERF61.rrp Cale = MJ8 Orientation = E Page 6 Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party � lumber design values. MiTek POWER TO PERFORM.''" RE: M11301 - Grand Carlton MiTek Industries, Inc. G�1._q,C1 Tamp Parke East Blvd. Site Information: Tampa, FL 33T10-4115 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# Truss Name Date .1 No. I Seal# I Truss Name Date 1 IT3968611 I A5 1/7/011 118 IT3968628 JKJ8 1171011 12 I T3968612 J A6 1 1/7/011 1 1 ;,R.'FCT TO AN 1;,.ii?ED BY FIELD 1 �` �{ BE NECESSARII 1 ' �' ':OMPLY WITH -ALL i 1 13 I T3968613 I A7 I ,1 /7/011 14 _ _ I T3968614 J A8 1 1 /7/011 15 I T3968615 J A9 1 1 /7/011 16 I T3968616 J A 1 1/7/011 17 IT3968617 I GRA 1 1/7/011 18 I T3968618 I GRB 1 1/7/011 19 I T3968619 I J1 1 1/7/011 110 I T3968620 J J2 1 1/7/011 11 IT3968621 JJ3 I 1/7/011 12 I T3968622 J J4 1 1/7/011 113 I T3968623 J J5 1 1/7/011 114 I T3968624 J J6 1 1/7/011 115 I T3968625 J J7 1 1/7/011 116 I T3968626 I J8 1 1/7/011 117 I T3968627 1 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. ,LL PROPOSED WORK IY CORRECTIONS INSPECTORS THAT IN ORDER TO kPPLICABLE CODES. �.``Q��•'�.� E N SF.�y2.. No 58126 r STAT OF :•441� N A `E\``��� 111 FL Cert. 6634 January 7,2011 ORegan, Philip 1 of 1 Job Truss Truss Type City Ply Grand Carlton T3968611 rdi 1301 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:42 2011 Page 10-6 4 17-0.0 20 4-8 26.4-0 34-0-0 85.0-(? 1-0- 7-8-5 2-9-15 6 5-12 3-4-8 5-11-8 7-8-0 1-0.0 Scala = 1:61.3 4.00 12 5x8 MII20= 6 2x3 MII2011 2x3 MII20 11 3x6 M1120- 7 3x6 M1120� 2x3 M1120� 4 5 8 3x4 M1120-- 3 9 14 n1 2 10 7x10 MII20= 15 I�, 0 76 0 3x10 M1120 % 13 12 3x6 M1120-- 5x10 M1120= 2x3 M112011 2.00 12 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 MY): : 2:0-3-11 0-1-8 10:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud 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(TL) -1.44 13-14 >277 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.45 10 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 6-14 6-14: 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1350/0-8-0, 10=1348/0-8-0 Max 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=-299/395, 5-14=-222/27516-14= 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. 2) Wind: ASCE 7-05; 140mph TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; �,�t111111p�� MWFRS (low-rise); Lumber J' OAF (3-second gust); enclosed; ��� �Q j ��� DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� \�,•' G•E N ' 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` i 1 between the bottom chord and any other members, with BCDL = 10.Opsf. - u 6 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityXf /r • / l�iJs /� = bearing surface. � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 858 lb uplift at jZt10. �1ATE OF :�41 G • LOAD CASE(S) Standard O R .,"'f ON A; FL Cert. 6634 January 7,201 WARNING - VeHfij do ign parmrreters and READ NOTES ONTRIS AND INCLUDED B97EK REFERENCE PAGE MII-7473 rr,r. 10-US BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer -not truss designer. Bracing shown ' is for lateral individual Additional temporary bracing to insure during construction is the responsibillily of the MiTek' support of web members only. stability erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ..--vcwr -.- 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 City Ply Grand Caron T3968612 411301 A6 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 08:58:43 2011 Page 1-0- 8-11-11 15.0-0 19-0 0 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 4 00 12 5x10 MI120% 5x6 M1120-- 5 6 2x3 MII20�� 3x6 MIIM0 3x4 M1120z:z 4 3x6 M1120zz� 3 7 8 n N 2 14 1 6x8 M1120= 13 g � 10 0 19 3x4 M1120= 12 3x10 MII20= 11 3x6 MII20-- 5x6 M1120= 2.0012 2x3 M112011 10-6-4 15-0-0 20.4-8 26-4-0 34-0-0 10-6.4 4-5-12 5-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4-4 Ed a 5:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.69 2-14 >580 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(fL) -1.23 2-14 >324 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Horz2=-138(LC 6) Max Uplift2=-875(LC 3), 9— 875(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-5228/3137, 4-5=-4899/2898, 5-6= 2458/1548, 6-7=-2330/1402, 7-9— 3059/1811 BOT CHORD 2-14= 2964/4955, 13-14=-1329/2512, 12-13— 1107/2171, 11-12=-1587/2829, 9-11=-1587/2829 WEBS 4-14=-369/478, 5-14=-1557/2665, 5-13=-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. %J111111111�I� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber `++++ , J' OAF DOL=1.33 plate grip DOL=1.33 ♦�� �Q �I 3) Provide adequate drainage to prevent water ponding. �♦ �� ij • �� C' E N S4�` • �� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for live load 20.Opsf the bottom in ♦ Q ♦♦�,• ,�j� 3-6-0 tall by 2-0-0 fit" i a of on chord all areas where a rectangle wide will •� between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer u 1 6 should verify capacityZf 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 jojpt.D 9' o •'� $-t ATE OF LOAD CASE(S) Standard ���;�••��R�OP��,. o,��• A` 1111111++ FL Cert. 6634 January 7,201 WARNING- Verf,/1-I design parameters and READ NOTES ONTB-IS AND INCLUDED BfITEK REFERENCE PAGE MII-7473 rea. 1 O--'OS BEFORE USE. o Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary tracing 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 pOW6q Ta p6FfOFH- . 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 Oty Ply Grand Carlton T3968613 M 11301 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:45 2011 Page 1-0• 8-11-9 13-0.0 21-0 0 26 4-0 34-0 0 $5-0-0 1-0- 8.11-9 4-0-7 T 8.0-0 5-4-0 7-8-0 1-0-0 Scale = 1:62.6 4x8 MIIM0 4x8 MII20z:'� 4.00 F12 4 5 2x3 M1120N 3 3x4 M1120zzr 6 N N1 2 11 Ij a 7 8 N I� 7x8 M1120= Im I o — d 3x10 M 1120= 10 9 3x6 MII20-- 5x12 M1120= 2.00 F12 2x3 M112011 10-6-4 13.0 0 20-4-8 26 4-0 34-0-0 10.6-4 2-5-12 7-4-8 5-11-8 7-8-0 Plate Offsets X 2:0-4.4 Ede 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.66 2-11 >602 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.13 10-11 >355 240 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 7=1305/0-8-0 Max 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. �A 1 1111 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 ��� �Q . •' ,�� 3) Provide adequate drainage to prevent water ponding. ��� �� G E N • • S'� ••. 92 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q? •• �� �� 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f� i- • between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacityZf �k : �� t /� bearing surface. _ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 890 Ito uplift at joint 2 and 889 Ito uplift at icit.137. e TE OF WZ LOAD CASE(S) Standard F % ,•,��ss,�� N /�� EEC? FL Cert. 6634 January 7,201 ,& WARMMG - V-4fij design p n...dery and READ NOMS ON THIS AND IMCLUDED WIEKREFEREMCE PAGE]6HI-7473 ren. 10-'08 BEFORE USE. Design valid for use only with Mfrek 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 bull ding 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 i�Y�fl MiTek` erector. Additional permanent bracing of the overall structure is the responsibility of the binding designer. For general guidance regarding PpW6q m /6giORM- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Tres Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Grand Carlton T3968614 M_11301 AB 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 1-0- 8.11-9 11-0.0 15-8-4 20-4-8 23 0-0 26 1 1-0- 8-11-9 2-0-7 4-1 4 4.8.4 2-7-8 3-1-3 7-10-13 0 0 Scale = 1:62.6 5x6 MI120= 2x3 MI12011 5x10 M1120� 3x4 M1120= 4.00 F12 2x3 M1120 1\ 4 5 6 7 2x3 M1120,. 3 8 jI m 0 1 2 13 9 10 m I R Io jjj 7x8 MI 3x10 M1120= 12 11 3x6 M1120-- 2.00 F12 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 MY): : 2:0-4-4 Ed a 7:0-5-0 0-2-0 9:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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(rL) -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/rP12002 (Matrix) Weight: 151 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. 1-4: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1305/0-8-0, 9=1305/0-8-0 Max Harz 2=- 1 07(LC 6) Max Uplift2=-902(LC 3), 9=-902(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5324/3282, 3-4=-4985/3051, 4-5=-4327/2666, 5-6= 2687/1741, 6-7=-2687/1741, 7-8= 2623/1654, 8-9=-2960/1878 BOT CHORD 2-13=-3086/5036, 12-13=-2118/3556, 11-12=-1324/2454, 9-11 =- 1648/2750 WEBS 3-13= 357/484, 4-13=-933/1546, 5-13= 426/922, 5-12=-1031/734, 7-12= 346/505, 7-11=-246/432, 8-11=-402/435 NOTES 1) Unbalanced roof live loads have been considered for this design. fit 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 sue' 3) Provide adequate drainage to prevent water ponding. X • • \ G E N S' •. (�� 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q �`••.: 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 -tt` between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain f 0 1 6 formula. Building designer should verify capacityl)f bearing surface. / r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 2 and 9021b uplift at joit.t / C 9' MATE OF LOAD CASE(S) Standard ��,•.f •:��� O P O R 1 �N %* FL Cert. 6634 January 7,201 A WARMNG - Verify design parameters and READ NOTES cx=rS AND INCLUDED 1PIIIETc REFERENCE PEGS MI 7473 rev. 10-US BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown I,for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding ,,,.e—.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton T3968615 M11301 A9 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 08:58:47 2011 Page 1-0- 9-0-0 15.8-4 20.4.8 25-0.0 34-0-0 $5-0-p 1-0- 9-0-0 6.8.4 4.8.4 4-7-8 9.0.0 1-NO Scale = 1:62.6 7x10 M1118H 4.00 12 3x6 M1120= 2x3 M112011 7x10 M1118H� 3 4 5 Re 6 7 r' co 7x14 MII18H= c 3x10 M1120=:: 10 9 3x6 M1120-- 5x12 MII18H= 2.0012 2x3 M112011 10-6-4 20-4-8 23 0-0 25-110 , 34-0.0 10-6-4 9.10-4 2-7.8 2-0 0 9-0-0 Plate Offsets X Y : 2:0-4-4 Ede 3:0-5-0 0-2-0 6:0-5-0 0-2-0 7:0-3-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.93 10-11 >431 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(rL) -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 FBC2007ITP12002 (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 X 4 SYP No.3 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=-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=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 1 111► / ����I 3) Provide adequate drainage to prevent water ponding. 0��,�, 4) All plates are MT20 plates unless otherwise indicated. ���, �Q• `�' .... � 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �G e�`��� , •S; •• �� ••.• 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 fits Q �, 2 between the bottom chord and any other members. designer i i�A—?s 1 6 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building should verify capacity Qf 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 jcoDt 7.arc LOAD CASE(S) Standard f AT E 0 Flo A, �. FL Cert. 6634 January 7,201 WARMNG - Verlfij dmlgn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE L1H-7473 ren. 10-10S 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. MV 1 Applicability of design paromenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Gwwew m pewraw a- quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sabrication, Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610.4115 Job Truss Truss Type Oty Ply Grand Carlton T3968616 M11301 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:39 2011 Page r1-0-0 6-7-13 i 12-4-13 17-0-0 i 21-7-3 1 27-4-3 , 34.0-0 $5-0-0 1-0 0 6-7-13 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 18 2x3 M112011 US MII20% 5 7 3x6 M1120- 3x4 MII20% 4 8 3x4 MI120-- 3 9 7 N1 2 10 11 I' 16 15 20 21 14 13 3x8 M1120= 17 4x6 M1120= M1120= 3x8 M1120= 2x3 4x6 M1120= M11201 3x8 M1120= 2x3 MII2011 3x8 6-7-13 12-4-13 21-7-3 , 27-4-3 ,34-0-0 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.38 14-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 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 FBC2007/TPI2002 (Matrix) Weight: 163lb 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 Harz 2=- 1 54(LC 6) Max Uplift2=-880(LC 3), 10=-880(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3400/1847, 3-5=-2844/1510, 5-6=-2837/1618, 6-7=-2837/1618, 7-9= 2844/1509, 9-10= 3400/1848 BOT CHORD 2-17= 1743/3154, 15-17=-1743/3154, 14-15=-937/2064, 12-14=-1633/3154, 10-12=-1633/3154 WEBS 6-14=-584/951, 7-14= 298/327, 9-14=-560/479, 6-15=-584/951, 5-15=-298/328, 3-15=-560/477 NOTES e��� 1) Unbalanced roof live loads have been considered for this design. 11111 /Y,1sI� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; II Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber J' DOL=1.33 plate grip DOL=1.33 N% Q• . �s 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. � • C' E N S4�` • �� 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�••• �,� :9jL between the bottom chord and any other members, with BCDL = 10.Opsf. i - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 880 lb uplift at joint 2 and 880 lb uplift at join * iy 1 6 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 21111 up at 15-0-0r and 50 lb down and 21 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. = 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). + YAT E OF 4410 �• �� LOAD CASE(S) Standard iG ,� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 i��••. < p R '�`,S�S�O Un'rformLoads Vert: 1 6PI-54, 6-11— 54, 2-20=-20, 20-21=-60, 10-21=-20 N AL E�%��, Concentrated Loads (lb) �11111111s0��` Vert: 18=-50(F) 19= 50(F) FL Cert. 6634 January 7,201 ,& WARNI'VG - V—fij design r—r . r-- and READ NOT ES ON THIS AND INCLUDED WTEK REFERENCE PAGE M l-7473 r . 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 Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibilllty of the MiTek" erector. Additional permanent bracing of the overall structure is the respons bility of the building designer. For general guidance regarding n --.- fabrication, fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/f PIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Oty Ply Grand Carlton 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 M1120= 11 14 10x10 M1120= 9 5x6 M1120= 7x12 MI120 6 17 6x12 MII20� 19 4.00 12 4 x6 M112 3 13 5 182 21 10 ' 1 2 22 23 , 3x5 MI120= 29 28 27 26 25 24 3x5 M1120= 3x6 M1120= 7xB MI120= 5x6 MII20= 3x5 M112011 6x8 MI120= 3x6 M1120= 8-0-0 11-1-0 18-6-0 26-0-0 34.0-0 8-0-0 3-1-0 7-5-0 7-6-0 8-0-0 Plate Offsets X Y : 2:0-2-4,0-1-8 , 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-$ 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.14 22-24 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(fL) -0.24 2-29 >533 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(rL) 0.03 22 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins. BOT CHORD 2 X 4 SYP M 30 Except: WEBS 2 X 4 SYP No.3 2 Rows at 1/3 pts 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8,19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. (lb) - Max Harz 2= 154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-393(LC 3), 27=-1384(LC 5), 26= 1697(LC 4), 22= 711(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=468(LC 7), 27=1805(LC 1), 26=2446(LC 1),22=882(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-524/345, 3-5=-510/774, 5-7=-736/1100, 7-8=-736/1100, 8-1 0=-736/1 100, 10-12=-736/1100, 12-13=-736/1100, 13-15=-736/1100, 15-16=-736/1100, i111111111/11 16-18=-736/1100, 18-20= 1733/1453, 20-21 =-1 733/1453, 21-22=-1859/1334, �� J. 0, 4-6=-140/290, 6-9=-99/356, 9-11=-521411, 11-14=-123/474, 14-17=-45/344, \�\Q ••. 17-19= 93/279 BOT CHORD 2-29=-342/438, 28-29=-282/344, 27-28= 282/344, 26-27=-688/581, 25-26=-354/461, ,� \ C,•EN •. • �.� SF 24-25=-354/461,22-24=-1144/1704 :� Q?: • nl _ l WEBS 3-29=-523J811, 3-27=-1452/1126, 5-27=-526/667, 5-26= 482/421, 13-26=-8321710, y 6 y* 18-26=-1876/1617, 18-24=-1020/1544, 4-5=-440/524, 19-20— 238J314, 14-15=-472/441 * .; /J�jX"�1 NOTES ; 1) Unbalanced roof live loads have been considered for this design. -O ; 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);W F (V; Lumber DOL=1.33 plate grip DOL=1.33 C 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 M1120 unless otherwise indicated. �` .(� •• �` 4 ,� �� ����` �•• OR ss ...... • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I� 6) * This truss tbeen ny oadotheofn20.Obpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��,, i� N A� E %��� will fit between he bottoms herd anal 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 2, 1384 lb uplift at joint 27, 1697 lb uplift at joint 26 and 711 lb uplift at joint 22. 8) Graphical pudin representation does not depict the size or the orientation of the pudin 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 - Verff,, j d+siga pa ..t. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 t—. 10-'08 BEFORE USE. n 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 responstbillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding _ p„I-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 Sheet Suite 312 Alexandria, VA 22314. 1 Tampa, FL 33610-4115 Job Truss Truss Type City Ply Grand Carton T396861E M11301 G RB HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:51 2011 Page r1-0-0 7-0-0 13-8-14 20-4-0 27-0-0 , 34-0-0 35-0-0 1-0 0 7-0 0 6 e•14 6-7-2 6 8.0 1-0-0 1-0-0 This truss is NOT symmetric. Scale = 1:60.5 Proper orientation is essential. 7x10 M1118H- Us M1120= 4.00 12 3x6 M1120= 2x3 M112011 6x10 MII20� 3 16 17 18 4 5 19 20 6 21 22 23 7 v,1 2 8 g u, IC� 0 0 3x6 M11205: 15 24 14 25 26 13 27 28 29 1230 31 11 32 10 3x4 M1120= 2x3 M112011 4x6 M1120= 3x4 M1120= 7x8 M1120= 3x6 MII20= 2x3 M112011 7-0 0 13-8.14 20.4.0 27-0-0 34-0.0 7-10 6-8-14 6 7-2 6-8-0 7-0.0 Plate Offsets MY): 2:0-3-14 0-1-8 3:0-5-0 0-2-0 4:0-3-8 0-1-8 7:0-5-0 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.21 13-15 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(iL) -0.40 13-15 >593 240 M1118H 1951188 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 148lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-15 oc bracing. WEBS 2 X4 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. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2998/1795, 3-4=-2012/1299, 4-6= 908/1583, 6-7=-908/1584, 7-8=-1040/595 BOT CHORD 2-15=-1644/2780, 13-15=-1653/2820, 12-13=-1177/2012, 10-12=-462/972, 8-10= 454/934 WEBS 3-15=-149/784, 3-13=-862/55214-13=-82f779, 4-12=-3806/2345, 6-12— 809f766, 7-12=-2675/1602, 7-10=-138f762 NOTES ���►II1111���II 1) Unbalanced roof live loads have been considered for this design. ft%%fI, J Q,� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber eft �p • �ii DOL=1.33 plate grip DOL=1.33 ,����� , • \ G EN S' • • �9 ••,• �� 3) Provide adequate drainage to prevent water ponding. : Q �, 2 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. rN 1 ' 6 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willxt 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 jointj2.0 and 459 lb uplift at joint 8. S�i'AT E OF 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 147 lb up at 7-0-0r� •• �� 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 12$. • T P •• lb up at 15-0-12, 115 lb down and 128 lb up at 17-0-0, 116 lb down and 128 lb up at 18-11-4, 115 lb down and 128 lb up at 20-11-4, 11���� . Q R \ \_�� lb d wn and 128 b up at and 115 lb up at 1-4, and 146 lb down and 147 lb up at 27-0-0 and and 128 top chord �j�,l�s1%Q • • • • • •��� �� 6 lb up at17 0-0, 0 lb down atn9-0-12, 90 b down at111-0-12, 90 lb down at 13 0-12, 90 lb down aton 437ob down and 15-0-12, 0 lb down at 17-0-0, 90 lb down at 18-11-4, 90 lb down at 20-11-4, 90 lb down at 22-11-4, and 90 lb down at 24-11-4, and 437 lb down and 196 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FL Cent. 6634 LOAD CASE(S) Standard January 1,201 Continued on a e 2 A WARNING - VeHj}I design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE =I-7473 ra . 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 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 pOWCRm pCNFOQH' 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 Taus Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria VA 22314. Tampa, FL 33610-4115 Job h:11301 Truss GRB Truss Type HIP Oty 1 Ply 1 Grand Carlton T3968618 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:51 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-106(B) 5=-115(B) 7= 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) { {{{llllil►�� 1 '6 ' r � FL Cert. 6634 January 7,201 Q WAR1- - Very& d.1gn parmrr&. and REdD NOTES ON MIS AND INCLUDED SHTEK REFERENCE PAGE M-7473 re . 20-'08 BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual binding 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 POWLR m P6RlORM' ncaflon, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sat 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 T396861 M11301 J1 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:52 2011 Peg -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.2 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/TPI2002 CSI TC 0.17 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.00 2 >999 360 Vert(TL) -0.00 2 >999 240 Horz(TL) 0.00 n/a n/a PLATES GRIP M1120 249/190 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=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.11; 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, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2. LOAD CASE(S) Standard FL Cert. 6634 January 7,201 A WARMNG - Verfj3j design parameters and READ NOTES ON THIS AND INCLUDED W7EK REFERENCE PAGE dBF 7473 r+en. 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. Appllcadlity of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown h for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding F--.. o vea�cnw- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPll 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 Carton T396862C M11301 J2 MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI, 34982 7.140 s Oct 12009 MiTek Industries, Inc. Fri Jan 07 08:58:53 2011 Page 1 -1-0-0 2-0-0 1-0-0 2-0.0 Scale = 1:7.9 3 4.00 F12 2 1 7 0 3x4 M1120= 4 2-0.0 2-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(Q -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 FBC2007ITP12002 (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=-165(LC 3), 3=-34(LC 4) Max Grav2=144(LC 1), 4=38(LC 2), 3=35(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for 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. 4o f,11111 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. �\Q J 0'/ ,I��� LOAD CASE(S) Standard • \, S , •���� E' •N • F �j�/� �\ C �`;Q�`•• e �! ��T E O F t 4U �t ���,� •c� O P��`�• R 1 M ALE111111ts% FL Cert. 6634 January 7,201 WARMArG - Verij}/ design parm d— and READ NOTES OAr THIS AND INCLUDED BUIEK REFERENCE PAGE DHI-7473 ren. 10-'GS EEFORE USE. Design valid for use only with MiTek connectors, the 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 bull ding 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 bullding designer. For general guidance regarding a fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type I Qty Ply Grand Carlton T3968621 M11301 �J3 MONO TRUSS 4 1 34982 3x4 M1120= 3-0-0 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 1.26 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.26 BC 0.11 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 (loc) Well Ud 2-4 >999 360 2-4 >999 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz2=92(LC 3) Max Uplift3=-48(LC 4), 2=-204(LC 3) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.0psf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. ,0�tltltlt���0� 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. ` % LOAD CASE(S) Standard .NSF�g2� G. SINE OF ON AX- �E ����♦ FL Cert. 6634 January 7,201 A WARKIM - VeHfiI d�lga parmirdc and READ NOTES ON TRIS AND INCLUDED MfTEK REFERENCE PAGE MI-7473 ren. 10-'OS EEFORE USE. 13"l n valid for use only with MiTek connectors. This design Is based only upon parameters shown and is for an individual building component. Appl cabillty of design param enters 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 regardingx- fabrlcaflon, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crileria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tn= Plate Institute, 781 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss W 1301 �J4 MONO TRUSS 1-0-0 3x4 M1120= 4-0-0 2009 Scale = 1:11.21 4-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.01 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 14 lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 REACTIONS (lb/size) 3=81/Mechanical, 2=216/0-8-0, 4=35/Mechanical Max Harz 2=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. BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASIDE 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. 11111 11111 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. e`�rt/ 1 O, �s/'f LOAD CASE(S) Standard FL Cert. 6634 January 7,201 ® WARMNG - V-ft dslgn parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCEPAGE &III-7473 —. 10-'08 BEFORE US& Design valid for use only wth 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 iVliTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding POW[R ie PCRiORH- • fabrication, quality control, storage, delivery, erection and bracing, consult ANSKI'll 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 M11301 J5 1 MONO TRUSS Ply I Grand Carlton LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ° BCDL 10.0 1-0-0 6-0-0 3x4 M1120= SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007fTP12002 LUMBER TOP CHORD 2 X,4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 MiTek Industries, Inc. Fri Jan 07 08:58:54 2011 Scale = 1:12.9 CSI DEFL in (loc) I/dell Ud PLATES GRIP TC 0.37 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 BC 0.34 Vert(fL) -0.06 2-4 >866 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Weight: 17 Ito BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=1 11 /Mechanical, 2=250/0-8-0, 4=45/Mechanical Max Horz2=134(LC 3) Max Up] ift3=-123(LC 3), 2= 231(LC 3) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for 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. 1t,11111111/0 5) 2 ```% J . OProvide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 231 lb uplift at joint �e�,,' LOAD CASE(S) Standard fie 1 6i� "113 • ��//� i 3 V Sal ATE OF ICI e i ���5`S�O �1off fill, FL Cert. 6634 January 7,201 ® WARMMG - 17-4fij deign pare nd— and READ ROTES OMTHIS AND INCLUDED AUTEK REFERENCE PEGS MI-7473 ren. 10-'08 BEFORE USE, c 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 of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillltyof the i�� MiTek" support erector. Additional permanent bracing of the overall structure is the responsibility of the bullding designer. For general guidance regarding 1-♦e -µ- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Crileda, DSB-89 and BCSI Building Component 6904 Parke East 3Nd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job 911301 MONO TRUSS 1-0-0 6-0-0 3x4 M1120= 6-0-0 Scale = 1:14.5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.60 BC 0.51 WB 0.00 (Matrix) DEFL in Vert(LL) -0.06 Vert(TL) -0.14 Horz(TL) -0.00 (loc) I/dell L/d 2-4 >999 360 2-4 >476 240 3 n/a n/a PLATES GRIP M1120 249/190 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. MTek 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. 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. t,1111111 /110 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 joint %$. J O,1�I.- LOAD CASE(S) Standard ,,q16 0 b op ;• OAT E OF : �44/ �p`,(� •..off O FL Cert. 6634 January 7,201 ® WARNING - Vert f ij design parmnetera and READ NOTES ON THfS AND INCLUDED MTEC REFERENCE PAGE M 17473 ten. 10-'08 BEFORE USE. n Design valid for use only with MRek connectors. This design is bused 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 responsibility of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding R m Peamww- fof ncation, 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 I Oty Ply Grand Carlton T3968625 M11301 J7 MONO TRUSS 11 1 Chambers Truss Inc., Fort Pierce R. 34982 7.140 s Oct 12009 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= 7-0.0 7-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.11 2-4 >722 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(rL) -0.27 2-4 >289 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/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. ► ► 11 1111 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 joint2. J O R ��',' ,`,,;�\Q •E .� G N • 4 LOAD CASE(S) Standard :� •. �>, '�3;V� SA, T E OF •� . • A�OR�Q�C?N % FL Cert. 6634 January 7,201 A WARNING- Vert,& do lgn parameters and READ NOTES ONTNIS AND INCLUDED MITE]K REFERENCE PAGE MIF 7473 ren. I0-'08 B61FORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. �' Mlicab lily of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown r 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 PRWSRTR P6RrORM fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/PP11 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 Ki 1301 MONO TRUSS 1-0-0 3x4 M1120= Scale = 1:17. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL O.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 0.36 BC 0.28 WB 0.00 (Matrix) DEFL in Vert(LL) -0.14 Vert(fL) -0.35 Horz(TL) -0.00 (loc) I/defl Ud 2-4 >638 360 2-4 >255 240 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 26 lb 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 Upl1ft3= 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. 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. ,%11111111►11 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 joint2. ,,p J O,A���, i LOAD CASE(S) Standard FL Cert. 6634 January 7,201 WARNING - Vert, 2, design parameter and READ NOTES ONTHIS AND INCLUDED WTEK REFERENCE PAGE bIIF 7473 reu. 10-'08 BEFORE USE, A Desl n valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an Individual building component. lei Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Lz 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 R PERFORM" 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 T3968627 M.11301 KJ7 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.140 s Oct 12009 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 2.83 12 3x4 M1120% 3 8 7 2 1 9 10 6 11 5 3x4 MII20= 2x3 M1120 1I 3x4 MII20= 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 ([cc) 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(TL) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 38lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=45/Mechanical, 2=455/0-11-5, 5--112/Mechanical Max Harz 2=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=-439/69515-6=-439/695 WEBS 3-6=0/333, 3-5=-802/507 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 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 50 lb uplift at joint 4, 405 lb uplift at joint 2 an4eQ�; • �� C' N S� 249 lb uplift at joint 5. i 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 !� -0- 5 1 6 down and 14 lb up at 4-4-0, and 57 lb down and 74 lb up at 7-1-15, and 57 lb down and 74 lb up at 7-1-15 on top chord, and 24 lb upZt / Z 1-6-1. 24 lb up at 1-6-1, 10 Ib down at 4-4-0, 10 Ib down at 4-4-0, and 50 Ib down at 7-1-15, and 50 lbdown at 7-1-15 on bottom chid. �'cc 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 IF) or back (B). J S.�qT E OF LOAD CASE(S) Standard 10 iC A, P,: �,T� • 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) R p ��,e • <• • `� % 1-5 20 ConcentratedVert: Loads (Ib) Vert: 7=1O(F=5, B=5) 8=-115(F=-57, B=-57) 9=38(F=19, B=19) 10=-1O(F=-5, B=-5) 11=-50(F= 25, B=-25) FL Cert. 6634 January 7,201 WARMNG - WHfi,I deign parm„ di and READ NOTES ON TTffS AMJ INCLUDED M 7EKREFERENCE PAGE MII-7473 ren. 10-'08 BEFORE USE. Design valid for use only with MiTek connectors.lhls design Is based only upon parameters shown and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek" support erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding 1O N P8N[DRM` fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply Grand Carlton T3968628 M•11301 KJ8 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.140 s Oct 1 2009 MiTek Industries, Inc. Fri Jan 07 08:58:57 2011 Page -1-5-0 7-3-4 11-3-0 1.5-0 7-3-4 3-11-12 Scale = 1:20.6 4 2.83 F12 3x4 M1120% 3 CZ 8 2 7 6 3x4 MII20= 2x3 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/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 2-7 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(rL) -0.14 2-7 >906 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 2 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 Horz2=270(LC 3) Max Upl'rft4=-229(LC 3), 2=-373(LC 3), 6=-318(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1118/560 BOT CHORD 2-7— 746/1060, 6-7= 746/1060 WEBS 3-7=0/331, 3-6=-1164/819 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat.11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit /�� between the bottom chord and any other members. 4) Refer to for truss to truss ,►►►11111/ 0 girder(s) connections. ��`` �Q• -rsi 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 ,���\� , •`G E N and 318 lb uplift at joint 6. N_ �` •,. �� : Q 2 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • N 1 6 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) _ Vert: 1-8=-54 Trapezoidal Loads (plf) �9y/}� r E O F 441 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) `�,(� •,C� O R `Q N /111111►1 FL Cert. 6634 January 7,201 '© WAPJMG - Verf j d�eslgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE dII1-7473 reo. 10-'08 BEFORE USE. Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown, and is for on Individual building component. ass AppllcaU�ility 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 responslblllity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding o naw:aAK- fabrication, quality control, storage, delivery, erection and bracing, consult ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite31Z Alexandria VA 22314. Tampa, FL 33610-4115 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'111 d' - -I- For 4 x 2 orientation, locate plates 0-110 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) 2 TOP CHORDS M. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110. 84-32, 96-67, ER-3907, 9432A Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 c O U a- O © 2006 MTekG All Rights Reserved W1 MiTek PQ 1WER 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 at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements, 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use, 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. i ?r r'OF SURVET-1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 2-07-11 DESCRIPTION: o SURVEYORS NOTES: BEING ALL 1 FLAMENCO WAY, OF THE �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE UNRECORDED PLAT'OF SPANISH LAKES I� 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PHASE 1, OF ST. LUCIE COUNTY, PL FLORIDA. Z LOCATED UNLESS OTHERWISE SHOWN. ' 3. . . THIS SITE LIES WITHIN FLOOD ZONE X , ACCORDING TO WR II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ^ 12111CO280 F, EFFECTIVE DATE MAY 4, 1989. ABBREVIATIONS: o c0i 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FFE = FINISHED FLOOR ELEVATION SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY V U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE aEn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH,OF CURVE q� CENTERLINE OF FLAMENCO WAY HAVING AN ASSUMED SF =SQUARE FOOT BEARING OF EAST, ACCORDING TO THE UNRECORDED PLAT 0 = DELTA OF CURVE OF SPAN ISH LAKES PHASE 1, 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. PERMIT #: //o `_ o / 2 / EXISTING S89'58'51 "E 101.36' LO It N 06 00 Q O a0 (D 61.04' LIJ 3 15.0' � AVERAGE TOP I Lv 8.05' OF FORMS 1o.8s ELEVATION=17.61 25.4' O (�j 0 o F 1.78' ABOVE EDGE N =. ;,� OF PAVEMENT 1. OO W v=ai 0 oa N0 o N 4.78: o a Q o •O 8.05' 47.06' O1 .98 (%) _j N Z Ui ��• 9O n S90-00 00 79.55 KMARK .� MEDITERRANIAN BOULEVARD WEST 20' ASPHALT ROAD 1 FLAMENCO WAY SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. DATE: 2-07-11 Surveying • Mapping - Consulting 619 SW Biltmore Street DRAWN: CJM Port St. Lucie, Florida 34983 JOB NO.: *LEBf7280 Phone: (772) 340-7770 11-1014 Fax: (772) 340-2250 LAST FIELD DATE: 2-07-11 CERTIFIED TO: WYNNE BUILDING CORPORATION . I hereby certify that the survey sK6irn he e6n is true and correct and is based on acfiat,measeurements=taken in the field. This -survey meets the Mininm Technical Standards of Chapter 61G17.Florldo:gdTinistrative ode,. I� /0"ALEXANI]PIC J. PIAZ Professional urveyor do Mapper Florida Certificate No.: 6330