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Home My WebLink AboutBuilding Permit Application i SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: BRADENBBRADEN Name: Add r,ess:417 COCONUT AVE. Address: City: STUART State: FL City: State: Zip: 34996 Phone: (772)287-8258 Zip: Phone: I FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City, City: Zip:l Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. . St.tlucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. ThC following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for im1provements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before co!mmencing work or recording our Notice of Commencement. Is _(Signature of Owner Lessee/Agent Signature ofContractor/License Holder STATE OF FLORIDA STATE OF FLORIDA UN TY OF SI c, C r COUNTY OF i G, e I'he forgging instru ent was acknowledged before me The forgging instrument was acknowledged before me This Z day of tC73R-c4A-41-/ . 20 Eby this-7 day of 1� r2uiri�� ,20 17 by I (Name of person acknowledging) (Name of person acknowledging) I a,,,, &,J- all� ((Signature of NotaW Public-State of Florida) (Signature of NotzQ Public-State of Florida) (Personally Known_,,:�_O R Produced Identification Personally Known �OR Produced Identification Type of Identification Produced Type of Identification PrOok,,c d DOROT YANN BASKIN a ' Commission No. =� `% ;�' ;t+• d!� ANN RASKIN COMMI I��FGG030145 Commission No. + ti, �j .k c MY1310111MI iBN 9 00 030145 EXPIRES:October 2,2020 R% pilhIle I 1,.; t�4: I'�I O: 4d8cF2��020 i Revised 07/15/2014 I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE I( COMPLETE �( INITIALS �? vZ �Vut�J I i _ _ � . � . . �: _ ._ .w7 �� ;: ,: �� - � =-- U . { ~ 00% F MI Windows & Doors '. (80,0„1 876-0643 650 est Mtket St. Q�F.: ' . . Gratz . , PA ap 4W... 17030 Series 185 Aluminum Windows Insulated 420 Series Aluminum SGD Insulated Glass - RLE5527 Tempered Glass - HPLOE Y. .. I 0.54 0.25' 0.55 0.25 MAM_. .'h 0.44 < = 0.3 0.47 rr . ._.. Av' . . ..... � ' 1194- :wa*mace cdow* =WMv $es�fa�eel�oposs�cl�e�G�esare,�+pgr aMd�Dwsaot '�a �ail0lma �s 'l � sIN IrM'm6� ' I _ f Manning Development Services building&Code Regulation Division a 2300 Virginia Ave • Fort pierce,FL 34962 772-462-2112 Fax 772-462-6443 CER`URCATE OF TERMITE TREATMENT CONSTRUCTEON SORB, TREATMENT PERMIT #: 1701- o/y JQS ADDRESS: LA �I•l l y 11�BUILDER/CONTRACTOR: 4d 6e- 4411Gcsv��c� PEST CONTROL CONTRACTOR: EVICT A- UG TERMrrrz a PEST CONTROL INC. PEST CONTROL LICENSE #: JB175775 We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the (rational Pest Control Association. Square feet if area treated:25D �� Chemicals used: a J- Vmt rd✓t 7z- -- I lercentage of solution: •C��' Total gallons used: Date of Treatment:d Tme_—Treatment: z"� Footing Slab --- — -- - -- - -1st Treatment Ist Treatment Re-Treat Re-Treat ,#—DrivewaY Pools _Ist Treatment 1st Treatment Re-Treat Re-Treat Other_ ,PGLh® Perimeter for Fi I Inspection —1st Treatment Re-Treat Signature of E&termi r Date Note: There must be a completed form ror each requ/red treatment or re-treatment and this form must be on the j'ob site to be picked up by the inspector at time of each Inspection or the scheduled inspection will fall and a re-Inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistanti'obsite posting board shall be provided to receive dupllcate Treatment Certlficates as each required protective treatments completed, providing a copy for the person the pennit Is Issued to and another copy for the buliding permit files The Treatment Certlflcate shall provide the product used, Identity of the applicator, time and date of the treatment,site location, area treated,chemical used,percent concentration and number of gallons used, to establish a vedflable record of protective treatment: if the soil chemical barrier method for term/te prevent/on Is used,final exterior treatment shall be completed prior to final bullding approval. St Lucle(County requires for the ffunal inspection for CO,a Permanent Sticker to be placed on the electrical panel lion cover, lusting ail the treatments and dates of applications. Revised 712412014 %/ i ., . . �' �. �� . . . � .. �`�� _ _. - . . . '�...� � � � � �, ,, . _ , .. �,�� . �� `� � : . � � � . � � � � � � �� . �� ,� �, ......... .. . PtannSng.&D: vlopmen Setvicea >} B611" ngA Code R giulaft"i division 1300,Irtr4inia Ave. F irs Fierce;FL 34982 772-462-2165 Fax 772-462-6443 Requestfor 30-Day-TemperaryPower-Release �� Date: !!�-1 �� Petit fllurraker:�Ln 0� O� Project Address. THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY,FOR A PERIOD NOT TO EXCEED THIRTY(30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN.PREPARATION FORA FINAL INSPECTION.- IN CONSIDERATION OF APPROVAL OF THE REQUEST WE-HEREBY ACKNOWLEDGE AND iAGR.EE AS FOLLOWS: I. This temporary power release is requested for the above stated purpose only,and tbere voil be no occupancy of any type,other than that permitted by const+uCtion during this time period. 2: As witness by our signatures,we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy,which is lncorparaied herein by reference. 3. All conditions and requirements IkM In the attached doc;rment entitled"Requirements for 30.Day Power for Testing"have'been fulfilled and the premise is ready for compliance inspection. 4. Ail requests far an extension beyond 30 days must be made in writing to the Building Official stating the ieasori for the request. Power may be'rernoved"from,the site and/or.a Stop Work.Order-issued if the Final Inspection has not been approved within 30 hays. A fee bf$100.00 will be required to lift the Stop work Order. WE HEREBY RELEASE AND AGREE TO HOLD.HARMLESS,$T. LUCIE COUNTY,AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS-OF ANY TYPE OF AMRE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DANIAOE WHICH'MAY BE INCURRED.. UE TO THE DISCONNEMON'OF ELECTIRICAL POWER IN THE E1/EW OF VIOLA17ON OF THIS AGREEM OWNER'SIGI+=RE DATE t OEN CONmucrOR N ftE DAi� ELECTRICAL COWMC rOR SIGNMIZE DATE OCT 3 2017 999-A WOW000d 898-1 999L8LKLL dao0 su i p l i n8 euuAM -WOdA t0=9 L LLB 08-O L `e��-/tea\\ �\\'`�lB • Professional Insulators of South Florida - FTC Insulation Installation Certificate To: St Lucie Coun Date: October 12,2017 Re: Lot/Block- Address: 9 La Villa Way Project: The undersigned hereby certifies that insulation has been installed in the above described prope as follows: I. Exterior CBS walls have been insulated with: Spray-on Cellulose Thickness in inches: [Fiberglass Blankets Manufacturer: IN Foil Rock Wool Blankets Density: X Aluminum Foil lt-'Value: R 4.1 Rigid Board Polystyrene Other 2. Ceilings(levee have been insulated with: Spray-on Cellulose Thickness in inches: 11.1" X Fiberglass Blown Manufacturer: Clhnatepro Rock Wool Blankets Density: aluminum,Foil )R-Value: R-30 Polyurethane Open Cell SPF Ceilings(inaccessible)insulated with: Spray-on Cellulose Thickness in inches: 9.5" X Fiberglass Blankets Manufacturer: Johns Manville Ignition Barrier Density: Fiberglass Blown R-Value: R 30 Cellulose Loose Fill Opera Cell SPF 3. Interior kueewalls have been insulated with; fiberglass Blankets Thickness in inches: lFiberglass Loose Fill Manufacturer: Rock Wool Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with:. Rock Wool Thickness in inches: 3.5" Polyurethane Manufacturer: Johns Manville Spray-on Cellulose Density: Open Cell-SPF It-Value- - R-11 5. The following have been insulated: � � r WYNNE BUII-mma CORP. r General Contract/Builder 2003 CBC1254041Competency 9 � '•" O` Professional Insulators of South Florida,Inc. *l+�f Y� ; �` `�• 18��, Insulation Contractor 0;ii;"44ECEI VET c`; r BY' � ``' By: ,. i ti8ti-d S L00/8000d ti L8-1 999L8L83LL dao0 6u i p l i n8 euuAM -WObd L L: L L L L 8 L-0 L i I I� Planning &Development Seuvices _. ._.. Building &Code Regulation Division 2300 Virginia Ave • o Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 i CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: JOB ADDRESS: !S- L- U° � Sk* BUILDER/CONTRACTOR: Q \R PEST CONTROL CONTRACTOR: EVIL -A-BUG TERMITE&PEST CONTROL INC. PEST CONTROL LICENSE #: JB175775 I We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 0 Chemicals used: BASELINE �i Percentage of solution: •06% Total gallons used: Date of Treatment: Time of Treatment: I Footing je::::�Vst 1st Treatment Treatment Re-Treat Re-Treat Driveway Pools 11t Treatment 1st Treatment Re-Treat Re-Treat Other 11t Treatment Perimeter for Final Inspection �JC l� Re-Treat 'j /9 Signature of Extermin or Date Note: There must be a completed form for each required treatment or re-treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fall and a re-Inspection .fee charged, FB CSO4.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment Is completed, providing a copy for the person the permit is Issued to and another copy for the building perm/t files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment,site location, area treated, chemical used,percent concentration and number ofgallons used, to establish a ved fable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for(C®, a Permanent Stocker to be placed on the electrical panel box cover, listing all the treatments and elates of applications. Revised 7/24/2014 i KELLER, SCHLEICHER & .MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712 PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488" FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.:5693 FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED April 28, 2017 KSM JOB# : 171291-1d/SH/cc PERMIT# 1702-0196 CONTRACTOR Wynne Development JOB LOCATION 5 LaVilla Way Spanish Lakes Country Club Fort-Pierce, Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 38 106.3 109.0 97.5 2. S.E. " 37 105.6 96.9 3. Center 39 107.0 98.2 4. S.W. 38 106.1 97.3 5. N.W. 37 105.1 96.4 Soil Description: Brown Sand 110.0 1 I I I I I In Place Moisture: WE 8.9 Percent Optimum Moisture: FGi 109.0 12.2 Percent I I I I I I T I I I I I Max. Dry Density: P I I I I I 109.0 P.C.F. 108.0 j— _..�.. j_.._..�.._..j_.. j—.._.. @ Test Locations The I f I I I Density & Penetrometer F I I I I I I I I I NoReadings Indicate the 107.0 =— — Degree of Compaction Meets f I — I —' I —' Minimum Required D I I I I I I for!E Ak I �4r4, pion. R I I I I I I d ACT , n to Natural Grade. Y 106.0 �••—••I .._••I•._,.I —..I_.._..I_..—.. 9 10 11 12 13 14 15 N Moisture- % of Dry Weight h - =; }i tIerDP.E. RECEIVED APR 05 z017 an aim": $# aFle County Building Department b• t s �hlakes.com '/r jNA'L �//111111t��` , Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366 05/04/2017 12:16 7725896469 KSM ENGINEERING PAGE 01/02 L—jig Ae KELLER, SCHLEII HER & MacWILLIAM ENGINEERING AND TESTING, INC. MAN-FIN(772)337-7755 RO. BOX 78-1377.. SEBA.STIAN FL 32978,1377 SEBASTIAN(772)58EI-0712 PALM BEACH(561)84 b-7445 www.ksmengineering.net MELBOURNE(321)768-6488 FAX(561)845-86713) E-Mail:K$M r@KSMENGINEER1r4G.NET ST.LUCIE(772)229-9093 C.A.:559$ FAX(772)589-6469 SOIL COMPACTION REPORT ASTM D 16667 and.ASTM D 2922 DATE TESTED April 28, 2017 KSM JOB#; 171291-1d/SH/cc PERMIT 1702-0196 CONTRACTOR Wynne Development JOB LOCATION 5 LaVilla Way Spanish Lakes Country Club Port Pierce. Florida ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1, N.E. 0" - 12" 38 106.3 109.0 97.5 2, S.E. 37 105.6 96.9 3. Center 39 107.0 98.2 4. S.W. 38 106.1 0 97.3 5_ N_W. 37 105.1 9 .4 Soil Description,: Brown Sand 110.d I 1 I 1 1 I , In Place MaiStUre: WE 8.9 Percent Optimum Moisture; H 109.0 12.2 percent T I ! I I I Max. Dry Density: p 109.0 P.C.F. 108.0 -l--.l....., ..-...- I_.._..j ... j_..� I 0 Test Locations The 0 Density& Penetrometer F Readings Indicate the 1o7.a —� - _. — I I _.. Degree of Compaction Meets I �- I_. j�. jmm, Min�r{iulimtft �l�red p I I I ( I I Nion. R I 1 I I I I nto Natural Grade, Y 106.0 l 13m itt 9 10 11 12 13 14 15 No. Moisture-%of Dry Weight .Al .�Ucia County Building Department. RECEIVED APR"020i7 nishlsakes.00m 1lI11 Ronald G.Keller, RE,:37293/Sl Lio_No.:8G0 I J1A E.Keller,RE_:68366 yv►„at ea a. ,"•Ai,LA, *_ yr 1•^*• %WjLm.:UJ.S L. UKT - .5"AJ.� lsUCTE COUNTX FILE 4276164 OR BOOK 3962 PAGE 1142, Recorded 02/10/2017 09:44:47 AM (r..tJIfl.rL"�Y"44vV-r}�,mow, �IIUt$P¢ec fF)Kt�•�«1 fur raamlinK Infp � _ .f NMCE OF CONNCEMEI�T The uadessigaod hereby given nptim that improvement WM be rnada to efttain reW property,and in accordaitm with Chapter 713, Florida atatut-s the following information is provided in tho Nodce bf cornmcD=mt= I.DESCRIPTIT OF MPER dczatiption mrd street address)TAX FOLIO NUMEIM. 3 Q 1 0-5 SUBDIV�SYON aun ry u TRACT L LOT_____9LDG MIT Way_ _ East_ I; of ,section 1 townshir) 34S Range 393 2G tALDI�SCRPnON'OrMROVEM04T. lying. 'N&W of Turnpike Feeder Road 3.OWNERDIPORhfAT)ON; a NamepSati J b.Address 8000 S. QSIr. $uite 402, kLr FL 34952 , �o,interestin p�m' d.Name and addrm of fee simple titleholder(rf other than owner) 4•CONTRACTOR'S NAME,ADDRM AND PHONE NUM$P-R; Wynne nevelopmeng Corporation 8000 S. USI, Suite 402 5.SURP-TY'S NANM ADDRESS AND PHONE NUMM AND BOND AMOUN'C: 6.LENDER'S N AhM ADDRESS AM PHONE NUhMER: 7.Persons within the State of Florida designated by Owner upott whom notices or other documents My be served as provided by Section 713.13(1)(a)7.,Florida Statutes: John 5rennan tom,AWRESs AND WHONEC VMMR: I 3 --466 1553 S.In addition to himself or herself,Owner designates tha'fdtlowing to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida statutes: NAME,ADDPMS AND PHONE NUNMElt: 9,txpiMion date of notice of cOmmeficement(the expiration date is I year ftm the date of r6conting u4less a different data is ' spceifted) ;2Q WALFMrx TO OWNEW 6M.. Ym II C k Y O1J ID AN Y li OP A 'r R AND MST S• .IP -AYnr OUR jOR AN A'CfORt7t?Y BEF R�CCi7KM$NC.IIdCi 9lQl?1C OR RErORIIING�( 1R�Q•�F�(,�p�tytQlG�y��Matthew Lyle1e Wyhne. Vy.Oe-Prc�si e t ' Signature of Owner or Print Name and Provide Signatory'r,Title/Office eq o Y Owner's Authorized O([icerADIrector/PartneriManager y LU State ofmorida t� t� m County of- �. [11C 1 E d W • The foregoing instrumeat was acknowledged before me This _day of 20� I__ �+ "' gy CD Matthew Lyle W nne as_ L F-.. �Si , ��0r' w (Name ofpason) (Type of authodty.,_e,g.Ownoi,officer,uWTAe•attorney in b "-C2 Q m For rine >3uildin Cor oration e�� z (Name of party on behalf of whom instrulneni WAS Uccuted) Personally IChowe✓or produced the following type of ID:��a S2 a m �tn '• , COROTIVANN8ASKM !_2a�r►-ns�f f�eV1U C.If�,ir�.� • �� iVIYCONthItSStONt.GGQ9014ti (Printed Name of Notary Public) (Signature ofNoto Public) (S+:E.'v FXPIREB:G�tebar2,2026 � +•r,. .60�letu l4osaryPvDlto Ufiaetdv+aars Under.petraltics of pc4ury,r declare that I have read the foregoing and that the facts in it are ttua to a eSl o my MwJedge an belitr(section 92.525,Florida statutes). Signaturc(b)of Owners)or Owner's)'Authorized Officer7Director/Partocr/M9nager who signed'above: • I " I Rev.OBMmnt,•.C*&flV ti8 L-j u00/n00d 906-1 999L8L8ZLL da o0 su i p i n8 auu�( —WMa L 6:0 L L L tiZ-ti0 0 • WYNNE BUILDING CORPORATION 8000 South U.S. #1 Suite 402 Port$t. Lucie, FL 34952 Spanish Lakes Communities Division Miami Division Port Saint Lucie Miami April 1.7, 2017 To: St. Lucie County Building Department Attu: Permitting and/or Plat Review Re: 5 La 'Willa Way Permit# 1702-0196 To Whom It May Concern: In regards to the above permit, the mobile home that was located on the lot was moved to 30 Granada South in our Spanish Lakes One park. If you have any questions I can be reached at (772) 878-5513. Thank you, Cheri Lynn Adams Permit Coordinator I I Telephones. 'Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 tSL-J 9L00/8LOOd 908-1 999L8L83LL dao0 suIp[ In8 euuAM -WOad LL:OL L tiZ-tiO ii < tit` c B �,S:DEN 6`E3FAADEN� A: 'I. A., P. A. rchife s & nllannem 417 COCONUT;QVENIJE, STUART, FLORIDA 34996 TELEPHONE: (772] 2B7—B25B FAX (772) 2B7—B263 #AAC-000032 • St. Lucie County Building Department 2-28-17 To whom it may concern, Please note, the plan review revisions requested for the 22 permits stated below shall. be resubmitted to the building department within 30 days from the time they are issued and prior to any frame-all inspection. We have discussed this with General Contractor and they are in agreement the this. • 2 Universidad — 1701-0377 • 2 Barcelona — 1701-0505 • 15 San Juan — 1702-0187 • 8 Grande Vista— 1701-0378 • 3 Barcelona — 1701-0513 • 78 Ipanema — 1702-0186 • 124 Mediterranean North — • 4 Barcelona — 1701-0511 • 183 Calle De Lagos— 1702- 1701-0374 0 5 Barcelona — 1701-0506 0184 • 54 Ipanema— 1701-0371 • 6 Barcelona— 1701-0508 • 14252 Avestruz— 1702-0199 • 6572 Zapote— 1701-0376 • 40 Silver Oak Dr. — 1702- • 7 Florida Way— 1702-0189 • 6639 Yedra — 1701-0375 0188 yr 5 La Villa Way— 1702-0196 • 8 Montoya — 1701-0372 • 19 El Camino Real — 1702- • 6794 Sinsonte— 1702-0205 • 1 Barcelona— 1701-0512 0195 If you have any questions please feel free to call the me at our office 772-287-8258. Sinc e an' I R. Braden AIA Br en-arrd-B-raden AIA-P-A 'j I ! 1 � 22 F.!4- �'a 3 6 ' L�.. &"ice��'✓Y.rr> • N 77 Z B6 - !�3 v3,y" 00 MIN - N IN FRONT )--�"'; SIDES � . ' � I CNR SIDI=S.mac-��----`. REAR ZNG. �� TEC '� - q C I I I V 1 QA511 (.0 FORM R405-2014 File c®pp FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY City,State,Zip: FT.PIERCE,FL Permit Number: Owner: S \-q �e�� Jurisdiction: Design Location: FL,West Palm Beach County:: ST. LUCIE COUNTY(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1437.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul, Exterior R=4.1 1250.00 ft2 b. Frame-Wood,Exterior R=11.0 187.33 ft2 3. NIumber of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 2 d.N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade(ft2) 1446 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(139.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 320 a! U-Factor: Dbl,U=0.54 99.23 ft2 SHGC: SHGC=0.25 b. U-Factor: Dbl,U=0.55 40.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.586 ft. Aia.Electric Cap:40 gallons Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area al Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features EF:0.970 b! N/A R= ft2 None cl N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.096 Total Proposed Modified Loads: 53.72 PASS Total Baseline Loads: 54.66 1 hereby certify that the plans and specifications covered by Review of the plans and 01i,ViE Sr- te. calculation are in compliance with the Florida Energy specifications covered by this _IV e ` j, calculation indicates compliance with the Florida Energy Code. au,:r, ,�•;,. ��„�O PREPARE B Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * 0 I hereby certify that this building,as designed, is in compliance Florida Statutes. y� with the Florida Energy Code. 0 WE OWNER/ 'GE T: � BUILDING OFFICIAL: .'DATE: �'l, DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. I� i I, 4/,3/2017 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 I FORM R405-2014 PROJECT Title! THE GRAND CARLTON Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1446 Lot# Owner: Total Stories: 1 Block/SubDivision: #of iUnits: 1 Worst Case: Yes PlatBook: Builder Name: WYNNE DEVELOPMENT Rotate Angle: 135 Street: WYNNE DEVELOPME Permit Office: ST.LUCIE COUNTY Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City,State,Zip: FT.PIERCE, Family Type: Single-family FL, 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,West Palm Beach FL WEST PALM_BEAC 2 44 90 70 75 316 60 Medium I BLOCKS Number Name Area Volume 1I Entire House 1446 12514.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1I BEDROOM 234 1872 No 2 1 1 Yes Yes Yes WIC 54 432 No 0 1 No Yes Yes MASTER BATH 63 504 No 0 1 Yes Yes Yes M.BATH 56 448 No 0 1 Yes Yes Yes KITCHEN 172 1376 Yes 0 1 No Yes Yes BATH 45 360 No 0 1 Yes Yes Yes BEDROOM 2 204 1632 No 1 1 1 Yes Yes Yes LAUNDRY 42 336 No 0 1 Yes Yes Yes GREAT/DINING 526 5154.8 No 0 1 Yes Yes Yes 10 FOYER 50 400 No 0 1 Yes Yes Yes FLOORS 77 # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio BEDROOM 40 ft 0 234 ft2 ____ 0 1 0 2 Slab-On-Grade Edge Insulatio WIC 1 ft 0 54 ft2 ____ 0 1 0 I 3 Slab-On-Grade Edge Insulatio MASTER BATH 9 ft 0 63 ft2 __-_ 0 1 0 4 Slab-On-Grade Edge Insulatio M.BATH 8 ft 0 56 ft2 ____ 0 1 0 5 Slab-On-Grade Edge Insulatio KITCHEN 1 ft 0 172 ft2 ____ 0 1 0 6 Slab-On-Grade Edge Insulatio BATH 5 ft 0 45 ft2 _--- 0 1 0 7 Slab-On-Grade Edge Insulatio BEDROOM 2 34.2 ft 0 204 ft2 ____ 0 1 0 I y 4I3/20-17 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 i FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab-On-Grade Edge Insulatio LAUNDRY 6 ft 0 42 ft2 ---- 0 1 0 9 Slab-On-Grade Edge Insulatio GREAT/DINING 47 ft 0 526 ft2 ---- 0 1 0 10Slab-On-Grade Edge Insulatio FOYER 7 ft 0 50 ft2 ---- 0 1 0 I ROOF /I Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1524 ft2 240 ft2 Light 0.6 No 0.9 No 0 18.4 ATTIC V I # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 1446 ft2 N N I CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) BEDROOM 30 Blown 234 ft2 0.1 Wood 2 Under Attic(Vented) WIC 30 Blown 54 ft2 0.1 Wood 3 Under Attic(Vented) MASTER BATH 30 Blown 63 ft2 0.1 Wood 4 Under Attic(Vented) M. BATH 30 Blown 56 ft2 0.1 Wood 5 Under Attic(Vented) KITCHEN 30 Blown 172 ft2 0.1 Wood 6 Under Attic(Vented) BATH 30 Blown 45 ft2 0.1 Wood 7 Under Attic(Vented) BEDROOM 2 30 Blown 204 ft2 0.1 Wood 8 Under Attic(Vented) LAUNDRY 30 Blown 42 ft2 0.1 Wood 9 Under Attic(Vented) GREAT/DINING 30 Blown 526 ft2 0.1 Wood 10 Under Attic(Vented) FOYER 30 Blown 50 ft2 0.1 Wood I WALLS I Adjacent Space CaR_Vvity Width Height Sheathing Framing Solar Below a Et 1 N=>SE Exterior Concrete Block-Ext InsiHEDROOM 4.1 9 0 8 0 72.0 ft2 0 0 0.5 0 2 S=>NW Exterior Concrete Block-Ext InsiHEDROOM 4.1 18 0 8 0 144.0 ft2 0 0 0.5 0 3 W=>NE Exterior Concrete Block-Ext InsdflEDROOM 4.1 13 0 8 0 104.0 ft2 0 0 0.5 0 4 S=>NW Exterior Concrete Block-Ext InsMASTER BA 4.1 9 0 8 0 72.0 ft2 0 0 0.5 0 i 5 S=>NW Exterior Concrete Block-Ext InsuM.BATH 4.1 8 0 8 0 64.0 ft2 0 0 0.5 0 6 N=>SE Exterior Concrete Block-Ext Insul BATH 4.1 5 0 8 0 40.0 ft2 0 0 0.5 0 1 7 N=>SE Exterior Concrete Block-Ext InfiffDROOM 2 4.1 16 0 8 0 128.0 ft2 0 0 0.5 0 8 E=>SW Exterior Concrete Block-Ext InfiffDROOM 2 4.1 10 0 8 0 80.0 ft2 0 0 0.5 0 9 SE=>W Exterior Concrete Block-Ext InfiffDROOM 2 4.1 4 3 8 0 34.0 ft2 0 0 0.5 0 10 S=>NW Exterior Concrete Block-Ext InREDROOM 2 4.1 4 0 8 0 32.0 ft2 0 0 0.5 0 11 S=>NW Exterior Concrete Block-Ext InsalAUNDRY 4.1 6 0 8 0 48.0 ft2 0 0 0.5 0 12 N=>SE Exterior Concrete Block-Ext Ins9REAT/DINT 4.1 26 0 8 0 208.0 ft2 0 0 0.5 0 i` i i 4%3/2017 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 1 FORMI R405-2014 WALLS Adjacent S()Ent In Wall lypepace Cavity Width Height Sheathing Framing Solar Below 0 _ Et In Et In Area R-Vnhie Eractqnn Ahs 13 W=>NE Exterior Concrete Block-Ext InsGREAT/DINT 4.1 21 0 8 0 168.0 ft2 0 0 0.5 0 4 N=>SE Exterior Concrete Block-Ext Insul FOYER 4.1 1 0 8 0 8.0 ft2 0 0 0.5 0 5 E=>SW Exterior Concrete Block-Ext Insul FOYER 4.1 6 0 8 0 48.0 ft2 0 0 0.5 0 _116 N=>SE Exterior Frame-Wood GREAT/DINT 11 23 5 8 187.3 ft2 0.23 0.5 0 I DOORS Vi # Ornt Door Type Space Storms U-Value FtWidth In FHeightln Area 1 E=>SW Insulated FOYER None .28 3 6 8 20 ft2 I WINDOWS Orientation shown is the entered orientation => changed to Worst Case. % Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>NE 3 Metal Low-E Double Yes 0.54 0.25 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 S=>NW 5 Metal Low-E Double Yes 0.54 0.25 6.9 ft2 1 ft 0 in 1 ft 4 in None None 3 E=>SW 8 Metal Low-E Double Yes 0.54 0.25 23.2 ft2 1 ft 0 in 1 ft 4 in None None 4 N=>SE 12 Metal Low-E Double Yes 0.54 0.25 36.8 ft2 1 ft 0 in 1 ft 4 in None None 5 W=>NE 13 Metal Low-E Double Yes 0.55 0.25 40.0 ft2 10 ft 0 in 1 ft 4 in None None I GARAGE 7 # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 315ft2 315ft2 24ft 8ft 11 I INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000385 1460.1 80.16 150.74 .2656 7 HEATING SYSTEM I # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 I COOLING SYSTEM I # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.85 1 sys#1 I I I i i 4/I/2017 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftZ I DUCTS ---Supply---- ---Return-— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 320 ftz Attic 80 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Progl ramable Thermostat:Y Ceiling Fans: Cooling [ ]Jan [ Feb Mar Apr May Jun rj Jul rj Aug rj Sep ( ]Oct HX Nov Dec Heatingg [X]Jan [X]Feb Mar f Appr f Mays �xj Jun Jul AugSepp [ ]Oct Nov Dec Ventin [ ]Jan [ ]Feb X Mar [X]A r [ Ma Jun Jul Aug Se [X]Oct Nov H 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 I I i I I 4/3/2017 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Pr oject Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY City,State,Zip: FT.PIERCE,FL, Permit Number: Owner: Jurisdiction: Di sign Location: FL,West Palm Beach COMPONENT CRITERIA CHECK • Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation �,alls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee.walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. i Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. I Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. (Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. �HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. 'Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/3/2017 6:45 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 I I i FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* - 98 The lower the EnergyPerformance Index, the more efficient the home. WYNNE DEVELOPMENT, FT. PIERCE, FL, _ 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a.Concrete Block-Ext Insul,Exterior R=4.1 1250.00 ft2 2. Single family or multiple family Single-family b.Frame-Wood,Exterior R=11.0 187.33 ft2 3. Nulmber of units,if multiple family 1 c.N/A R= ft2 4. Nymber of Bedrooms 2 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? Yes a.Under Attic(Vented) R=30.0 1446.00 ft2 6. Conditioned floor area(ft2) 1446 b.N/A R= ft2 7. W'ndows** Description Area c. R= ft2 a. U-Factor: Dbl,U=0.54 99.23 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Attic 6 320 SHGC: SHGC=0.25 b. U-Factor: Dbl, U=0.55 40.00 ft2 SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.586 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2EF:0.97 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �gE ST Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. u,,, rG�.;' ::_ :�•;;,,°';,�o Builder Signature: Q Date: Address of New Home:S ��4 City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For 'nformation about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. i. 4/3/2017 6:45 AM EnergyGauge@ USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 i I . I �®PY Protect .Summary Date: Weightsoft Entire Ho s.e QUICK CAL�CS,INC. '317 ST.-LUCIE LN.,FT.PIERCE,FjL 34946 Phone:772�66;6799 Fax 772-466�796_ Email:QUlCKCALCS j• a(�O .COM; Project - Information For THE GRAND CARLTON WYNNE DEVELOPMENT, FT. PIERCE., FL Notes: tes: Design Weather. Fort Pierce, FL, US Winter Design Con i lions St mmer Design Conditions Outside db 42 OF Outside db . 90: OF Inside db 70 OF Inside db. 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative,humi Jity I 50 % Moisture diffe ence 61 gr/lb H.ei ting Su'mma ry Sensible Cooling Equipment Load Sizing Structure 17848 Btuh Structure 17520 Btuh Ducts 5654 Btuh Ducts 8536 Btuh Central Vent(O.cf ). 0 Btuh Central-Vent( cfm). 0 Btuh (none). Humidification 0 .Btuh Blower e) Piping 0 Btuh j 0 Btuh Equipment load 23503 Btuh. Use ma;tufac urer's data n Ratelswing multiplier 0.95 Infiltration Equipmenf sej�sible load 24753 Btuh. Method Simplified Latent CI ooling Equipment Load Sizing Construction qualit Average Fireplaces 0 Structure 3203 Btuh Ducts . 2318 Bfuh Central vent( cfm) 0 Btuh. Heatingg Cool* (none) Area(ftz) 1446 1446 Equipment latent load 5521 Btuh Volume(ft3) 125�11' 12511 Air changes/hour 0.45. 0.23. Equipment total load ; .30274 Btuh Equiv.AVF(cfm) 94 48 Req. total capacity at 0.70 SHR 2.9 ton Heating.Equipment Summary . Co Ming ling Equipment Summary Make Carney Make G artier Trade CARE IER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25H.BC536A*030 I Cond 5HBC536A*030 AHRI ref 7914 85 Coil fX4DN(B-,F)037 l AHRI ref 914585 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heat ing'input Sensible cooli ig ! 24360. Btuh . Heating output 34600 .Btuh @ 47°F Latent cooling 10440. Btuh Temperature rise 27. OF Total Cooling 34800 Btuh Act ual'air flow.. 1160. efm Actual air flo 1160. cfm Air flow factor 0.049 ofm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pr'essur 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point 32 OF Backup: Input=7 kW, Oul Out=23009 BtL h, 100 AFUE Calculations a p,oved byACCA to meet all requirements of Manual J 8th Ed. " wrights Tc I I 2017-Apr-11 09:29:38 � Right-Suite®Univ lrsal 201717.0.14 RSU08101 Page.1 uick CalcslDocument 1THE GRAND CA N 1446.riip Calo=MJ8 Front Door faces: N i I Job -wrightsott°. Right orksheet Date: Entire House . Date: By: QUICK CALCS, INC. 3,17 ST LUCIE LN.,FT.PIERCE,FL 34946 Phone:772- 6616799 Fax 772-466-6796 Email:QUICKCALCS@,A COM 1 Room name Entire.House 1 BEDROOM 2 Exposed wall 156.2 ft 49.0 ft 3 Room height 8.7 ft d 8.0 ft heaUcool 4 Room dimensions 1.0 x 297.0 ft 5 Room area 1445.5 W 297.0 ft'i - Ty Construction U-value Or I HTM Area (ft2) -oad Area (ft2)1 Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) i Btuh) or perimeter, (ft) (Btuh) . Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-0ocs q 143 ri' 4:00 2:55 503 465 I 1 62 1184 72 1 72 2M 183 _4A5 tom '% . 0 770 n.: 2156 1931 38 0 I 15 730 0 '0: _ :0 0. 13A4ocs 0.143 a 4.00 2.55 128 83 33 212 0 0 0 . 0 :- OG 1Aclom 1.270 e I 35.56 87.29 24 2 848 20B2 0 0 0 0 11 LL----DD 11D0 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 W 19A-flocs 0:143`s I 4.:00 2.55 34 34 ! 36 86 0 {. ..0: 0 0 VN 13A-4ocs 0.143 s 1 4.00 255 360 353 1 14 899 216 216 865 550 L—G 1Aclom 1.270 s 35.56 34.77 7 7 747 241 0 0 0 0 13A�ocs 0143 w : 4 00 755 310 .237 9 6013 104 .72. 288 183 1A clom _: 1.270 :w 35 56. 55 21 32 2 1 40 1770 32 2 1140 1T10 4A5 2om.,: 0 770 m '21.56 19 31 41` 41 r 0 7W 0 - 0:,... 0 <'q P 12C-0sw. 0.091 2.55 1.28 192 192 246, 0. 0 0 0 C . ;;16A30md` 232 . ;1946. . ::1446 ', 1295 3354.;... 297 j '291 ':266 F 22A-tpl 0 969 - 27.69 0.00 1446 156. 4325 0 297 . 49 1357 0 i - 1 I ( I � . 1 6 c)AED excursion I I 918 627 Envelope loss/gain I I I 149�61 13349 ! 4204 4003 12 a) Infiltration i 2887 791 848 232 b) Room ventilation 0 0 j 0 0 13 Internal gains: Occupants @ I 230 6 1380 3 690 Appliances/other I 2000 0 Subtotal pines 6 to,13) I 17848 17520 5053 4925 Less external load 0 0 j 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 •Subtotal 17848 17520 5053 4925 15 Duct loads 32% 49% 56L54 8536 32% j 49% 1601 2400 Total room load 235Q3 26056 ffim 7325 Air required(cfm). 11 1160 " 328 326 .Calculations a roved b ACCA to meet all r uirement�of Manual J 8th Ed. I 4 .wrights lft- I 2017-Apr-11 09:29:38 .�G�A Right-Suite®Universal 201117.0.14 RSU08101 Page 1 ...uick CalcslDocuments THE GRAND CARLTON 1446.rup Calc=MJ8 Front Door faces: N i - -wrightsoft Right-JO Worksheet Job: Entire Iouse °ate QUICK iAl Cs, INC. By: 317 ST.LUCIE LN.,FT.PIERCE, L 34946 Phone:772 69-6799 Fax 772-466-6796 Email:QUICKCALCS AO',L.COM 1 Room name WIC KITCHEN 2 FVosed wall O ft O ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 9.0 ft 11.0 x 172.0 ft 5 Room area 54.0 ft2 172.0 ft? Ty Construction U-value Or HTM Area (ft2) Load Area (ft�j Load number (Btuh/ft�°F). I (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) j i Heat Cool Gross WP/S Heal Cool Gross N/P/S Heat Cool 6 13A flocs ;0143 ri 4;00 255 0 0' p 0. 0. 0 0 0 21`56. 19.31 0 0 0 .0 '0 I 0 ., 0 .0 13A-4ocs 0.143 ei I 4.00. 2.55 0 . 0 0 0 0 0 0 0 G IA-c1om 1.270 e , 35.56 87.29 0 0 0 0 0 0 0 0 11 L-D 11 DO 0.390 e� 10.92 11.31 0 0 0 0 0 0 0 0 W .134.4ocs 0143 s 4.00 -2.65 0 0! 0:: -0 0 0 0 0 VI/ 13A4ocs 0143 s 4.00 2.55 0 0 0 0 0 0 0 0 -a 1Ac1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A�ocs. 0143 ��JJJ 4.00 '2.55 0 01 0 0 0 i 0 0 0 1Ac1om 1 270 .vJ' 35;56 55.2.1'. 0' 0 . - 0. 0 0 0 0 0 :U 770 .,v�- 21:56;. :19:31: 0:` p is, 0 0 0-. 0 p 0 P 12C-0sw 0.091 2.55 1.28, 0 0 0 0 64 64 163 82 C _ 16A-30md': :.. 0 032 .z ;:0 90 -ng 54 .: `. 54; 48 .. 125=. - 172': }. ..172 154 399 F 22A tpl _ 0 989 - 27.69 0.00 54 0 0 0 172 0 0 0 F. 1 _ i a . 6 c)AED excursion I -9 -170 Envelope loss/gain 48 117 317 311 12 a) Infiltration I 0 0 0 0 b) Room ventilation 0 0 0 0 i 13 Internal gains: Occupants @ 230 0 0 0 ;. 0 Appliances/oth 0 j 2000 Subtotal pines 6 to 13) I I I i48 117 317 2311 �. Less wdemal load 0 0 i 0 0 Less transfer 0 0 i 0 0 Redistribution 0 0 0 0 14 Subtotal 48 117 317 2311 15 Duct loads 321/b 496% 5 57 32% 49% 100 1126 Tot 4 al room load 174 418 3437 r . Air required(cfm) 3 .8 21 153 i Calculations a proved b ACCA to meet all re uirsments of Manual J 8th Ed. ', - - wrightsoft 2017-Apr-11 09:29:38 _AM Right-Suite®Universal 2017 17.0.14 RSU08101 Page 2 uick CalcslDocumentE kTHE GRAND CARLTON;1446.Np Calc=MJ8 Front Door faces: N 9 i „ II , wri htsolt' Ri ht-J R Worksheet Job. e En ire House Date:, e QUICK C I CS, y INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772�66-6799 Fax 772-466-6796 Email:QUICKCALCS@AOL.COM 1 Room name BATH BEDROOM 2 2 Exposed wall 5.0 It 34.2 ft 3 Room height 8.0 ft heat/cool 8.0 ft! heat/cool. 4 Room dimensions 9.0 x 5.0 ft h 1.0 x 203.5 ft 5 Room area 45.0 ft2 203.5 ft2 Ty Construction U-value. Or HTM Area (ft2) Load Area (ft2)! Load number (Btuh/ft2--°F): I (Btuh/ft2) or perimeter (ft) �Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Head Cool Gross N/P/S Heat Cool 6 V�! 13A4c'. 0143 n 4:00 255 40 40' �60 102 128 { :-128 '513 ,,326 . G 4A5 tom;', 0 770 .:n: 21 56. . .-19:31 0 : _ 0 I 0 0 0 j VIl 13A4ocs 0.143 a 4.00. 2.55 0 0 0. 0 80 56 225 143 ��GD 1Ac1om 1.270 a 35.56 87.29 0 0 0 0 24 2 848 2082 11 11DD 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W .13AAocs 0.143, se _4.'00'• 2.55 0 0 ; 0 _ 0 34 ! .34 136 86 1I�- 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 32 32 128 81 IG 1Ac1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A flocs .0 143 w 400 2.55 0 0 0 0 0 0 0 , 0 1Ao1om h.270 w 3556 5521 0 0 0 0 0 0 :01 0 2156 1931 0 0 0 0 P. 12C-0sw 0.091 - 2.55 1.28 0 0 0 0 0_ ' 0 0 0 C <16A=30md; 0 032 0.90 2.3.2 '.. 45 45' 40:: 104 264 204 182 472 F 22A-tpl 0.984 27.69 0.00 45 5 38 0 204 34 946 0 _. I i`. I • i 6 c)AED excursion I -16 -85 Envelope loss/gain I I I 339 190 2978 3106 12 a) Infiltration . I i87 24 593 162 b) Room ventilation j 0 0 0 0 13 Internal gains: Occupants @ I 230 0 0 1 230 Appliances/other 0 0 i Subtotal(Iines 6 to 13) I J 425 214 1 3671 3498 i Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 i 0 0 14 Subtotal 425 214 i 3571 3498 151 Duct loads 32% 49% 135 104 32% j 49% 1131 1704 Total room load 1 5P0 318 4702 5203 Air required(cfm) I I ?81 14 j 232 232 j (.Calculations a roved by ACCA to meet all requirements of Manual.J 8th Ed. . - wrightsoFt' �' 2017-Apr-11 09:29:38 �.Aft, I Right-Suite@ Universal.2017 17.0.14 RSU08101 Page 3 ...uick Calcs\Document \THE GRAND CARLTON]1446.rup Calc=MJ8 Front Door faces: N j I • I. Job: ' - -wrightsoft, Rightij R Worksheet I ( Dater Entire Ouse By: QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,r(L 34946 Phone:772�66L6799 Fax 772-466-6796 Email:QUICKCALCS@gOL:COM 1 Room name LAUNDRY GREAT/DINING 2 E�osed wall ; 6.0 ft 47.0 ft 3 Room height 8.0 ft eat1cool 9.8 ft! heat/cool 4 Room dimensions �. 7.0 x 6.0 ft 11.0 x 526.0 ft 5 Room area 42.0 ftz 526.0 ftz! Ty Construction U-value Or I HTM Area (ftz) oad Area (ftz)': Load number (Btuh/ftz--`F) (Btuh/ftz) or perimeter (ft) Btuh). or perimeter. (ft) (Btuh) Heat Cool Gross N/P/S Heatl Cool Gross N/P/S Heat Cool 6 13Aflocs 0143 h I 4011 2;55 0 0 i 0 0 255'; 217 "869 552 4A5 tom.": 0 770 ri 21`56 19:31. 0 D; 0 0 38'' 0 815 • 730 11 1: 13AAocs 0.143 e i 4.00. 2.55 0 0 0 0 0 0 0 0 1Ac1om 1.270 e l 35.56 87.29 0 0 0 0 0 0 0 0 2D. 11D0 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W_. --13AAocs 0:143 's 4:00 2.55 0 0 : 0 0 0 j 0 0` 0 W 13A4ocs 0.143 s 4.00 2.55 48 48 92 122 0 0 0 0 L-G 1A-c1om 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A-4ocs 0 143 w I 4.00 2.55 0 0 0 0 208 ' ; 165 661 420. 1- cm 1,270 ,w: 35;66 55.21 .0 - 0 .. 0, 0' 0 { 0 . '0 0 4A52om :` OT.0 w 21;56 .19:31 '6 0 `. 0.`- 0 41 '.i 41..• 880 788 P 12C-Osw , 0.091 2.55 .1.28, 56 56 43 72 0 _ 0 0 0 C 16A30md,:. :'0032 I ;090 232 :; ' ' "42 : .. ::42I .:-. 38,. `97 :- :-526 :.. �::`526, 47:1 ,,1220 F 22A-tpl 0.989 - 27.69 0.00 42 6 166 0 526 47 1302 0 I r- j . I _ I 6 c)AED excursion I I I -22 668 Envelope loss/gain I I I 539 270 4997 4379 12 a). Infiltration 1 28 997 273 b) 'Room ventilation O 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) I I 6�3 298 5994 5112 Less a#emal load I 0 p Less transfer 0 0 0 0 ! 0 0 Redistribution ! 0 0 0 0 14 Subtotal' 643 298 i 5994 5112 15 Duct loads j 32% 49% 2�4 145 32% 4s% 1899 2490 Total room load 846 443 ' 7892 7602 Air required(cfm) 42 20 j 390 Calculations a �Prlbved b ACCA to meet all requirement of Manual J 8th Ed. wrights4o t- I I 2017-Apr-11 09:29:38 .4CC� I Right-Suite®0 wersal 2017 17.0.14 RSU08101 Page 4 ...uick Calcs\Documents\THE GRAND CARLTON 11446.rup Calc=MJ8 Front Door faces: N C. i -t wrightsoft Wl'Righ Worksheet °b i I ! Dater Entire f�ouse QUICK 76� CS, INC: ey. 317 ST.LUCIE LN.,FT.PIERCE,FIL34946_Phone:772799 Fax 772466-6796 Email:QUICKCALCS@/�OL.COM 1 Room name FOYER M.BATH 2 F�osed wall 7.0 ft 8.0 ft 3 Roam height 8.0 ft eat/cool 8.0 ft heat/cool 4 Room dimensions. 1.0 x 50.0 ft !7.0 x 8.0 ft 5 Room area 50.0 ft2 56.0 ft2i i Ty Construction U-value Or HTM Area (ftq load Area (ftjj Load number (Btuh/W°F) (Btuhlft�) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) j Heat Cool Gross N/P/S Heat Cool Gross N/P/S. Heat. Cool 6 13A�3ocs, q 143 ri 4':00 255 8 8; 32 0: is v4A5tom .. U770 ii 21i56 ..1931 0 0 0 p s. 0 0 13A-4ocs 0.143 a 4.00 2.55 48 27 08 69 0 0 0 0 IA-c1om 1.270 e j 35.56 87.29 0 0 0 0 0 0 0 0 11 �D 11DO 0.390 e 1 10.92 11.31 21 21 229 238 0 0 0 0 W- ' .13A�4ocs O.:M s" . 4.00 2.55 0 0 ; 0 0 0 !, 0 0 0' VN 13A-flocs 0.143 s 4.00 2.55 0 0 0 0 64 57 228 145 —G 1A-clom 1270 s 1 35.56 34.77 0 0 0 0 7 7 247 241 13A-4ocs 0.143 w 400 2:55 0 0 ' 0 0 0'_ I 0 0 0. 1Ac1om 1270 w' 35:56 55.21 0 0 0 0 0 0 0 0 4A5U.770 :w 21:56 19 3t ;p . 0 0 .: p .. 0 Q 0 0: P 12C-0sw.. 0.091. - 2.55 1.28 72 72 �63 92 0 1 0 0 0 G 16A 30md_ 0 032 - 0`90 2:32 50' 50 116 .... 56 56 50 130 F 22A-tpl 0 989 27.69 0.00 50 7 194 0 56 8 222 p • I 6 c)AED excursion I I I -39 ! -38 Envelope loss/gain I I 792 496 747 478 I 12 a) Infiltration 1,1 33 ! 138 38 b) Room ventilation I 101 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other, p p Subtotal(lines 6 to 13) I 913 529 885 516 Less e)demal load I p 0 , p p Less transfer 0 0 j 0 0 Redistribution 0 0 0 0 14 Subtotal i 913 529 ! 885 516 15 Duct loads 32% 49% 2189 258 32% 49% 280 251 Total room load I I 1202 787 1166 768 Air required.(cfm) I 59 35 I 58 34 I LICulations a rl ved by ACCA to meet all re uirementsof Manual J 8th Ed. ; weights Ft- �. ' 2017-Apr-1109:29:38 CGA Right-Suite®Universal 2017 17.0.14 RSUD8101 Page 5 ...uick CalcslDocuments THE GRAND CARLT IN-)446.rup Calc=MJB Front Door faces: N I i . -�+ wrightsoft° Duct Sy§tem Summary Jo Entire House By: QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,qL 34946 Phone:.772 66 6799:Fax 77246"796 Email:QUICKCALCS@40L.COM Project Information For. THE GRAND CARLTON VVYNNE DEVELOPMENT, FT. PIERCE, FL - i Heating Cooling External static pressure 0.50 in H2O 0.50 in 420 I Pressure losses . 0 in H2O 0 in H2O Available static pressure I 0.50 in H2O 0.50 in H2O Supply/return available pressure I 0.250/0.250 in H2O 0.250/0.250' in H2O Lowest friction rate , 0.285 in/100ft 0.285 in/100ft Actual,'air flow I 1160 cfm 1160 cfm; Total effective length(TEL) ! 176 ft SupplyDetail Table , resign Ht� Gig Design , Diam. H W Duct Actual] : . Ftg.Egv Name (Ptuh), (cfm) I (cfm) FIR (in) (h) Matl Ln(ft)i Ln(ft) Trunk BATH h 560 �8 14 0.364 4.0 Ox 0 VIFx 22.4.';, 115.0 st1 BEDROOM 2 h 4702 232 232 0.360 7.0 Ox0 VIFx 23.9 115.0 st1 BEDROOM-A h 3327 1P4 163 0.300 6.0 Oxaa VIFx 31.8 ! 135.0 st2 BEDROOM-B h 3327 1 } 163 0.285 6.0 OxCq VIFx 40.6 135.0 st2 FOYER h 1202 59 35 0.505 4.0 Ox VIFx 4.0 95.0 GREAT/DINING h 3946 195 169 0.300 7.0 ox0 VIFx 31.8.i 135.0 st2 GREAT/DINING-A h 3946 1�95 169 0.300 7.0 0XC VIFx 31.8.1 135.0 st2 KITCHEN c 3:437 21i 153 0.379 6.0 Oxd VIFx 17.0I` .115.0 st1 LAUNDRY h 846 42 20 0.361 4:0 OxC VIFx 23.3 i. 115..0 st1 M.BATH-A h 768 8 34 0 0 oxO� VIFx 0 ! 0 wlc c 174 3 8 0.309 4.0 0x0 VIFx 27.0.1 135.0 st2 Supply Trunk Detail Table II I I i Trunk Htg Clg Design Veloc Diam H x W Duct . Name Type (cfm) (cfm) FIR (fpm) (in) (In) Material Trunk st2 Peak AVF 721 672 0.285 918 12. 0 x 0 VinlFlx st1 st1 Peak AVF 1043 !1091 0.285 1020_ 14.0 0 x 0 VinlFlx I I i i. i I I i I i t -{J-- wri htso g 2017-Apr-11 09:29:38 9 Right-Suite®U iversal 2017 17.0.14 RSU08101 Page 1 ...uick Calcs\Documents THE GRAND CARLTON-446.rup Calc=MJ8 Front Door faces: N i g i Return Bran c h D- Grille t�tg Clg TEL Design Veloc Diam H x W Stud/Joist. Duct i, ame Size(in) (cfm) (cfm) (ft) FR . . (fpm) (in) (in) Opening)(in) Matl Trunk rb1 Ox 0 1.1160 1160 0 0 0 0, Ox 0 VIFx i ! I i r � I i i f i i i ! i i j I I 1 + wri htso ' 2017-Apr-11 09:29:38 9 Right-Suite®U ive1rsal 2017 17.0.14 RSU08101 Page 2 ACCK ...uick Calcs\Documents THE GRAND CARLT N-�1446.rup Calc=MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss des! ns rely on lumber values established by others. - I MiTeke- _0__E: M11323 - 62' Grand Carlton III with porch Mff�k USA, Inc. 6904 Parke East Blvd. Site tnmer Information: WYNNNE DEVELOPEMENT CORP Project Name: M11323 Modell pal t2 3610 4115 usto Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: { General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: NIA psf This package includes 13 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 ,i conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date li T9680954 1A 10/17/16 L2 I T9680955 J A5 10/17/16 1 13 I T9680956 J A6 1 10/17/161 1�4 I T9680957 J A7 1 10/17/161 115 T9680958 JAB 1 10/17/16 1I6 I T9680959 J A9 1 10/17/16] 117 I T9680960 I GRA _ 10/17/16 �i q1 T9680961 ,GRB 1 10/17/16 LQ I T9680962 J J2 1 10/17/16 1,0 T9680963 J4 1 10/17/16� ti 11 IT9680964 JJ6 10/17/16 M' q 2_1T9680965 J J8 10/17/1 J 13 I T9680966 J KKJ8 1 10/17/16 1 The truss drawing(s)referenced above have been prepared by MiTek QUINS°��e e o USA,Inc. under my direct supervision based on the parameters 'S G E N ®ems provided by Chambers Truss. F• o® Truss Design Engineer's Name: Velez, Joaquin 68 182 ` My license renewal date for the state of Florida is February 28,2017. 4 * •; 1 ® * o • • r IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions)identified and that the 13O:, STATE OF :�IJ/v designs comply with ANSI/TPI 1. These designs are based upon parameters 10 ;"N 'c4 O R,O P:N�`�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ie s ,• , G , given to MiTek. Any project specific information included is for MiTek's customers ` �s' S'/• •��'°`� file reference purpose only,and was not taken into account in the preparation of ee,® ON AL ®°° these designs. MiTek has not independently verified the applicability of the design e061111110 parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.66162 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: i October 17,2016 Velez,Joaquin 1 of 1 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680954 �M11323 A COMMON 9 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 i ek Industries,Inc, Mon Oct W 10:40:01 2016 Page I I D:a3B4PavKnnZweXyJckSFBgyuFUN-iMeaXsQ91 rHM W rvchxpgcTUSEIMd6iD2tQGCyMySYQy r1-0-Q 6-7-13 12-4-13 171-0 21-73 27.4.3 34-0-0 35-0-q 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=1:59.2 4.00 12 4x4= 6 25 2x3 I 24 2x3 11 3x6% 5 7 3x6 4 8 3x4% 3x4 3 9 r i 0 1 2 10 11 N t 17 16 15 26 27 14 73 12 4x5— 2x3 I 4x6 3x8= 3x8= 4x6 2x3 II 4x5= 6-7-13 12-4-13 21-73 27-43 34-0-0 • 6-7-13 9-2-7 5-9-0 6-7-13 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.29 15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.72 14-15 >567 240 t BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.14 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:163 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. B&CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=1362/0-8-0,10=1362/0-8-0 Max Horz2=179(LC 7) Max Uplift2=-832(LC 8),10=-832(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOFF CHORD 2-3=3188/1833,3-4=-2663/1558,4-5=2616/1565,5-24=-2668/1672,6-24=-2608/1669, '( 6-25=-2608/1669,7-25=-2668/1672,7-8=-2616/1565,8-9=-2663/1558,9-10=3188/1833 BOT CHORD 2-17=1629/2972,16-17=-1629/2972,15-16=-1629/2972,15-26=-934/1925, 26-27=-934/1925,14-27=-934/1925,13-14=1629/2972,12-13=-1629/2972, 10-12=-1629/2972 WEBS 6-14=-533/948,7-14=-328/317,9-14=-550/387,6-15=-533/948,5-15=-328/317, 3-15=-550/387 NOTES- 1)1 nbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 832 lb uplift at joint 2 and 832 lb uplift at joint 10. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 29 lb up at 15-0-0, and 50 lb down and 29 lb Lip at 19-"an top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOI D CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-6=54,6-11=-54,18-21=-20 Concentrated Loads(Ib) Vert:24=-50(F)25=-50(F) i i ®�WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE Mll-7473 rev.1 010 3/2 0 1 5 BEFORE USE. Deslgn valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component not a truss system.Before use,the building designer must verify the appilcability of design parameters and properly Incorporate this design Into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is biways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680955 M11323 AS SPECIAL 9 1 i Job Reference(optional) .Chambers Truss, For[Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Mon Oct 17 10:40:03 2016 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-eliLyYSPZSX4n192_pLr8huZh1 Zy4adbKKkll1 FySYQw 'r1 0 Q 7 8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0_ 35-0-Q �1-0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 1-0-0 Scale=1:61.2 'I I 4.00 12 5x6 i l r1 6 2x3 I i 2x3 II 7 46% 3x6 5 8 3x4 2x3� 4 3 9 In m'1 2 14 _ 10 11 'n 5x12 MT18HS= Im o � 13 12 ' 5x12= 2x3 11 3x6= 3X10= 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(X Y)-- f2:0-2-2 0-0-71 (4:0-3-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.74 14 >553 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.48 13-14 >275 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.43 10 n/a rVa BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:154 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 2x4 SP No.3`Except` WEBS 1 Row at micipt 6-14 6-14:2x4 SP M 30 REACTIONS. (lb/Size) 2=1297/0-8-0,10=1327/0-8-0 Max Horz 2=179(LC 7) Max Uplift2=-795(LC 8),10=-812(LC 8) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5402/3080,3-4=-5047/2830,4-5=-5005/2833,5-6=5093/2947,6-7=-2352/1498, 7-8=-2330/1420,8-9=2383/1406,9-10=-2979/1705 BOT CHORD 2-14=-2837/5142,13-14=-990/2054,12-13=-1496/2765,10-12=-1496/2765 WEBS 3-14=-342/309,5-14=297/306,6-14=1796/3265,6-13=-246/514,7-13=259/242, 9-13=-634/426 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) $11 plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`J This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ®!WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11-7473 rev,1010312015 BEFORE USE. Design valid for use only wllh MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a inns sysiem.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trines and truss systems,seeANSIMl Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9660956 M11323 A6 SPECIAL 1 1 Job Reference(optional) -Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:04 2016 Page 1 I D:2GIScwwyY5hnGhXVARzUkuyuFUM-6xJj9uT1 KmfxNJdBM3MNE56scyHtJ?2UZOVsZhySYQv 1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0- -0- 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 Scale:3/16'=1' 4.00 12 6x8.— 5x6= fl 5 g 2x3 3x4 5x6 WB 5x6 x 34 78 iN �1 2 14 9 10 w In 5x12 MT18HS o 3x4:z 12 11 6 5x6= 2x3 I I 3x6= 3x10= 2.00 12 _ 10-6-4 15-0-4-5-12 -0-0 0 6 0 20-4-8 25-11-15 34-0-0 10-6-4 4-4-6 5-7-7 8-0-1 Plate Offsets(X Y)-- (2:0-2-2 0-0-71 f3:0-3-0 Edqel f5:0-4-0,0-2-31 f7:0-2-7,Edge1 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP + TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.68 14 >601 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -1.13 14-17 >362 240 MT18HS 244/190 BC ILL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.41 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:156 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. 3-5.2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-4-0 oc bracing. BO I CHORD 2x4 SP M 30 WEBS 2x4 SP No.3`Except` 5-14:2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1298/0-8-0,9=1326/0-8-0 Max Horz2=169(LC 7) Max Uplift2=-796(LC 6),9=-811(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=5374/3073,3-4=-5240/3075,4-5=-4981/2826,5-6=-2255/1421,6-7=-2312/1390, I 7-8=2320/1368,8-9=-3010/1736 BOI CHORD 2-14=-2825/5111,13-14=1110/2301,12-13=1043/2141,11-12=1528/2799, 9-11=-1 52812799 WEBS 4-14=-487/484,5-14—1581/2900,5-13=402/185,6-13=-166/517,8-12=-764/537, 8-11=0/257 NOTES- 1)r nbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft L=34ft eave-6fh Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 796 lb uplift at joint 2 and 811 lb uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i Al WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MR-7473 rev.1010312015 BEFORE USE. R Design valid for use only with MITek@ connectors.This design Is based only upon parameters shown,and is for an individual building component not R` a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall I� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• ¢'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information availatNe from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carkon III with porch T9680957 M11323 A7 SPECIAL 1 1 Job Reference(optional) _Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 Mi I ek Industries,Inc. Mon Oct 17 10:40:05 2016 Page 1 I D:WSJgpGwal Ppeur6hkg UjG5yuFU L-a7t5N ETf53no?TCNwmtcnJfOEMeV2PI dn1 E P58ySYQu 1 0 0 8 10 10 14-0-0 20-0-0 25-11-15 34-0-0 $5.0-0 1-0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 1-0-01 Scale=1:62.3 5x10= 5x6= 7 4.00 12 4 5 2x3 Z'� I 3x4 Zzz 3 6 N d 2 „ 7 8 N I^ 5x12 MT18HS= Iey Il 10 g o 5x12= 2x3 II 4x5= 3x10= 2.00 F12 10-6-4 14-0-0 20-4-8 25-11-15 34-0-0 10-6-4 3-5-72 5-7-7 8-0-1 Plate Offsets(X,Y)-- I2:0-2-2,0-0-71,I4:0-5-0,0-1-131 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP + TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.66 11 >623 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(f•L) -1.40 10-11 >291 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 HOrz(TL) 0.41 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:147lb FT=0% LUMBER- BRACING- ; TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1297/0-8-0,7=1327/0-8-0 Max Horz 2=-1 49(LC 6) Max Uplift2—795(LC 8),7—812(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5357/3035,3-4=-4993/2805,4-5=-2157/1366,5-6—2364/1410,6-7=-2960/1697 BOT CHORD 2-11=-2785/5096,10-11=-1430/2801,9-10=-1486/2746,7-9=-1486/2746 WEBS 3-11=-412/418,4-11=-1327/2588,4-10—810/415,5-10=166/455,6-10=-636/444 I• NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)W,ind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 lb uplift at joint 2 and 812 lb uplift at joint 7. 9)"iSemi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev,1 010 312 0 15 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,not a'truss,system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing p M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch ` T968D958 M11323 AS SPECIAL 1 1 I Job Reference(optional) -Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Mon Oct 17 10:40:07 2016 Page 1 I D:WSJ gpGwai Ppeur6hk9 UIG5yuFU L-XW?sovVwdhl W EmMI2Bw4skkNSAK2 W N RwFLj WAOySYQS r1-0-Q 8-8-4 1 12-0-0 1 15-8-4 , 20-4-8 22-0-0 24-8-12 34-0-0 Q5-0-Q 1-0-0 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 1-0-0 Scale=1:62.2 5x6= 2x3 11 4x8= 3x4= 4.00 12 4 20 5 6 21 7 2x3 2x3 8 3 N_ cI N1 13 2 9 10 IP:is —F 5x12MT18HS= Im c o 12 11 5x12= 4x6= 3X4= ' WO 2.00 12 10-6-4 20-4-8 22-0-0, 34-0-0 10-6-4 9-10-4 1-7-8 12-0-0 Plate Offsets(X Y)-- f2:0-2-2 0-0-7j [7:0-5-8 0-2-4] (9:0-2-6 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.64 12-13 >642 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -1.36 12-13 >301 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.39 9 n/a n/a BCDL 10.0 Code FBC2014fFP12007 (Matrix-M) Weight:154lb FT=0% i LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1292/0-8-0,9=1332/0-8-0 Max Horz2=129(LC 7) Max Uplift2=794(LC 8),9=813(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=5337/3033,3-4=-4970/2788,4-20=3801/2193,5-20=3801/2193,5-6=-2464/1521, 1 6-21=-2472/1529,7-21=2472/1529,7-8=-2492/1487,8-9=-2808/1655 BOT CHORD 2-13=-2785/5078,12-13=-1698/3180,11-12—115812331,9-11=1432/2593 WEBS 3-13=389/395,4-13=-895/1665,5-13=-291/796,5-12—894/538,7-12=-303/452, 7-11=-228/474,8-11=-408/405 NOTES- 1)1 nbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft B=52ft;L=34ft;eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should yerify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 813 lb uplift at joint 9. 9)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev.1010312016 BEFORE USE. *� Design valid for use orgy with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 -Job i Truss Truss Type Qty Ply =on III with porchT9680959 M1132i A9 HIPe(optional) _Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Mon Oct 17 10A0:08 2016 Page i I D:_etC1 cxC3ixVV?huts?ypJyuFU K-?iZE?FW YO_9MswxybvRJOxHgpalH FnB4U?T3iSySYQr I1-0- 6-7-15 10-0-0 15-2.14 20-4-0 24-0-0 27-4-1 34-0-0 5-0 1-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-4-1 6-7-15 1-M Scale=1:60.1 i i 4x4— 2x3 II 4x8= 4.00 12 3x4= 4 22 5 6 23 7 2x3 2x3 3 8 N n ch N1 2 9 10 �I Im gl — o 15 14 13 12 11 3x5= 3x8= 3x6= 6x8= 3x6= 3x4 3x5= 10-0-0 20-4-0 i 24-0-0 34-0-0 10-0-0 10-4-0 3-8-0 10-0-0 r Plate Offsets(X,Y)-- f2:0-2-8,Edgel,(7:0-5-4,0-2-01,(9:0-2-2,Edge1 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.17 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.49 Vert(TL) -0.42 13-15 >574 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:156 lb FT=0% LUMBER- BRACING- ; TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 2=687/0-8-0,9=382/0-8-0,13=1554/0-8-0 Max Horz2=109(LC 6) Max Uplift2=441(LC 8),9=-262(LC 8),13=-904(LC 8) Max Grav2=709(LC 17),9=420(LC 18),13=1554(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1196/685,3-4=-874/475,4-22=797/472,5-22=797/472,5-6=-369/747, 6-23=-369/747,7-23=369/747,7-8=-78/269,8-9=-295/175 BOT CHORD 2-15—543/1091,14-15=-39/316,13-14=-39/316,12-13=245/259,11-12=-245/259 WEBS 3-15=349/338,5-15=256/615,5-1 3=1 1 627752,6-13=-260/229,7-11=-156/325, 8-11=-387/359,7-13=-762/448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=3411;eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`i This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 441 lb uplift at joint 2,262 lb uplift at joint 9 and 904 lb uplift at joint 13. 7)";Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I ®I WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is piways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty7_1 62'Grand Carlton III with porch T9680960 M11 Job 3 Truss HIP 1 Job Reference o tional Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10A0:09 2016 Page 1 I D:_etC 1 cxC3 ixV V?huts?ypJyuFU K-Tv7cDb W A91 H D U4 W 89cyYxgp g Dz6A_Cf DifCdEvySYQq r1-0-q 8-0-0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 $5-0-0 r1-0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-8-2 3-9-14 8-0-0 1-0-0r Scale=1:62.3 TOP CHORD MUST BE BRACED BY END JACKS, THIS COMPONENT IS TO BE USED IN ROOF DIAPHRAGM,OR PROPERLY CONNECTED CONNDIAPHRAGM CTIONITH A T BE CAPABLE RIGID DIAPHRAGM. PURLINS AS SPECIFIED. 4x4= TRANSFERRING ROOF LOADS TO THE GROUND I 11 14 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 9 7x10 6 17 6xio ZZZ 19 4.00 12 4 3xfi 3 — 13 16 5x 21 Uu 10 N N N 1 2 22 2394 N Ici 29 28 27 26 25 24 3x6 11 3xfi 6x8= 3x6= 6x8= 4x4= 3x5= 6x8=.- 8-0-0 11-1-1 18-6-0 26-0-0 3440 8-0-0 3-1-1 7-4-15 7-6-0 8-0-0 Plate Offsets(X Y)-- (3:0-3-8 Edgel f21'0-3-8 Edge],f24:0-3-8 0-3-01 f27:0-3-8 0-3-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLI L 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.10 24-35 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.19 24-26 >987 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 22 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:194 lb FT=0% i i LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. Except: BOT CHORD 2x4 SP M 30 1 Row at midpt 8-21 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s):7,8,19,17,14 REACTIONS. All bearings 0-8-0. (lb)- Max Horz2=179(LC 7) Max Uplift All uplift 100 lb or less at joint(s)except 2=376(LC 8),27=-1146(LC 8),26=-1470(LC 8),22=-646(LC 8) Max Grav All reactions 250 lb or less at joint(s)except 2=527(LC 13),27=2197(LC 13),26=2894(LC 14), i 22=1015(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-561/338,3-5=-306/839,5-7=-584/1206,7-8=-584/1206,8-10=-584/1206, 10-12=-584/1206,12-13=-584/1206,13-15=-584/1206,15-16=-584/1206, 16-18=-584/1206,18-20=-2121/1203,20-21=-2121/1203,21-22=-2176/1197, 4-6=-173/256,6-9=-134/313,9-11=-114/371,11-14=-200/419,14-17—102/280, 19-21=-151/268 BOT CHORD 2-29=195/591,28-29=-143/463,27-28=-143/463,26-27=-772/440,25-26=393/630, 24-25=-393/630,22-24=-1014/2010 W BS 3-29=457/1105,3-27=-1643/836,5-27=-769/636,5-26=-537/346,13-26=-934/608, 1 8-26=-2360/1437,18-24=-782/1690,21-24=38/353,4-5=-618/520,19-20=-342/310, 14-15=-549/402 NOTES- 1) nbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`�This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 2,1146 lb uplift at joint - 27,1470 lb uplift at joint 26 and 646 lb uplift at joint 22. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I. ' S Standard AL I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED miTEK REFERANCE PAGE M11-7473 rev.1010312015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i -Job Truss 7HI1 ype Qty Ply 62'Grand Carlton III with porch T9680960 M11321 GRA 1 1 Job Reference(optional) -Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:09 2016 Page 2 I D:_etCi cxC3ixVV?huls?ypJyuFUK-Tv7cDbW A91H D U4W89cyYx9pg Dz6A_CfDifCdEvySYQq LOAD CASE'S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads If -: Vert:1 3 54,21-23=-54,29-30=-20,24-29=47(F=27),24-33=-20,3-11=126(F=72),11-21=126(F=-72) Concentrated Loads(lb) Vert:29=-641(F)24=-641(F) I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Ise always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type City Ply =onlllwhhpofchT9680961 M11323 GRB HIP 1 e(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 Mirek Industries,Inc. Mon Oct 17 10:40:09 2016 Page 1 I D:SrRaEyyrgO4M78G4raW BLWyuFUJ-Tv7cDbW A91 HDU4W 89cyYx9piuz4F_CMDifCdEvySYQq r1-0-0 8-0-0 13-8-0 17-0-0 20-4-0 26-0-0 34-0-0 T.5-0-Q 1-0-0 8-0-0 5-8-0 3-4-0 3-4-0 5-8-0 8-0-0 1-0-0 Scale=1:60.1 .i 5x8 MT18HS= 4x10 5x8 MT18HS= 4.00 12 2x3 11 4x6= 2x3 11 3 23 4 5 6 7 24 8 t2 N1 2 g 10 N w 16 15 14 13 12 11 4x5= 3x6 11 4x6_ 6x10= 6x10= 4x6= 3x6 II 45= 8-0-0 13-8-0 20-4-0 2"-0 34-0-0 8-0-0 5-8-0 r 6-8-0 i 5-8-0 8-0-0 Plate Offsets_(X,Y)-- f2:0-2-2,Edgel,f3:0-5-4,0-2-81,f5:0-3-0,Edgel,f8:0-5-4,0-2-81,f9:0-2-2,Edge) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.16 16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 14-16 >912 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:153lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-13,6-13 4-14,7-13:2x6 SP No.2 REACTIONS. (lb/size) 2=1296/0-8-0,13=3993/0-8-0,9=510/0-8-0 Max Horz 2=-90(LC 6) Max Uplift2_871(LC 8),13=2549(LC 8),9=-369(LC 8) Max Grav2=1479(LC 13),13=4684(LC 15),9=563(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3514/1878,3-23=-2062/1226,4-23=-2062/1226,4-5=2062/1226,5-6=2062/1226, - 6-7=-1265/2545,7-24=-1265/2545,8-24=-1265/2545,8-9—692/331 BOIT CHORD 2-16=-1655/3336,15-16—1676/3398,14-15=-1676/3398,12-13=246/658, 11-1 2=-246/658,9-11=-225/595 WEBS 3-16=-402/1155,3-14=1431/700,4-14=847/699,7-13=-886/720,8-13—3505/1836, 8-11=403/1157,6-14=143112780,6-13—3151/1776 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52fh L=34ft;eave=6ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)1 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 tit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 871 lb uplift at joint 2,2549 lb uplift at joint 13 and 369 lb uplift at joint 9. 8) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)�Ianger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 461 lb up at 26-0-0,and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s)is the Iresponsibility of others. 1 O}in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 bniform Loads(pit) Vert:1-3=54,3-8=131(F=-77),8-10=-54,16-17=-20,11-16=-49(F=29),11-20=-20 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valid for use only with MITekri+J connectors,This design Is based only upon parameters shown,and Is for an Individual building component,not a�truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M;Tek• isialways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,2181•1.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 62'Grand Carltbn III with porch T9680961 M11323 JGRB HIP 1 1 Job Reference(optional) _Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek industries,Inc. Mon Oct 17 10:40:10 2016 Page 2 I D:SrRaEyyrg04M78G4raW BLW yuFUJ-x5h_QxXowcP45E5KjJTnUMMteNQUjfcMxJyAnLySYQp LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:16=-641(F)11=-641(F) I f I I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ls'always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680962 M11323 J2 MONO TRUSS 8 1 Job Reference(optional) -Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10A0:10 2016 Page 1 I D:xl?zS IzTbJC DII rGPH i QukyuFU l-x5h_QxXowcP45E5KjJTnUMM21NYIjuxMxJyAnLySYQp -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:7.9 3 4.00 12 i 2 1 4 i >< 3x4= 2-0-0 2-0-0 i LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 7 >999 360 I MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:8 lb FT=0 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BO'CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=143/0-8-0,4=21/Mechanical Max Harz 2=67(LC 8) Max Uplift3=30(LC 8),2=-131(LC 8),4=-3(LC 5) Max Grav3=37(LC 13),2=143(LC 1),4=29(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. i NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft L=34ft eave=6ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)1 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 30 lb uplift at joint 3,131 lb uplift at joint 2 and 3 fb uplift at joint 4. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,1010312015 BEFORE USE R Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not p` aitruss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall txrIlding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek' Is always requiretl for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680963 M11323 J4 MONO TRUSS 8 1 Job Reference(optional) Chambers Truss, Fort Pierce,FL 7,640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10:40:10 2016 Page 1 I D:PDYLfd_5MdK4MSQTz?ZfRxyuFU H-x5h_QxXowcP45E5KjJTnUMMOdN W ej uxMxJyAnLySYQp 1-0-0 4-0-0 1-0-0 4-0-0 Scale=1:11.2 3 i 4.00 12 i 2 4 3x4= 4-0-0 4-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:14 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOI CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=79/Mechanical,2=229/0-8-0,4=39/Mechanical Max Horz2=104(LC 8) Max Uplift3=-75(LC 8),2=-171(LC 8),4=-2(LC 8) Max Grav3=79(LC 1),2=229(LC 1),4=60(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft B=52ft;L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)1 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 75 lb uplift at joint 3,171 lb uplift at joint 2 and 2 lb uplift at joint 4. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1#I1-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and puss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallatAe from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 i I Job 1 Truss FIrluIS61T Qty Ply 62'Grand Carlton III with porchT9680964 J6 RUSS 6 1 j Job Reference(optional) Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Mon Oct 17 10A0:11 2016 Page 1 ID:tP6jtz j7xSx_c_fXi4uz9yuFUG-PHEMdHYQgvMOgXH1_10av6FnozSLAWAzhkJnySYQo -1-0-0 6-0-0 1-0-0 6-0-0 Scale=1:14.8 3 i I i 4.00 12 2 4 3x4= 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 4-7 >790 240 BOLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP)2007 (Matrix-M) Weight:20lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BO,T CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=120/Mechanical,2=321/0-8-0,4=54/Mechanical Max Horz2=142(LC 8) Max Uplift3=-117(LC 8),2=-218(LC 8) Max Grav3=120(LC 1),2=321(LC 1),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=14ft B=52ft;L=34ft eave=6ft Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3)1 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) rovide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 3 and 218 lb uplift at Joint 2. 6)'ISemi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design k based only upon parameters shown,and Is for an In building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. &acing Indicated Is to prevent buckling of Individual truss web and/or chord memflers only.Additional temporary and permanent bracing i1AiTek' Ls�always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatbn,storage-delivery,erectbn and bracing of trusses and truss systems,see.NSI/TPI1 Huality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satery Information available from Truss Plate Institute,2"N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I -Job Truss Truss Type city Ply 62'Grand Carlton III with porch T9680965 M11323 JB MONO TRUSS 20 1 j Job Reference(optional) _Chambers Truss, Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc.Mon Oct 17 10:40:11 2016 Page 1 I D:tP6jtz_j7xSx_c_fXi4uz9yuFUG-PHEMdHYQgvMOgXH 1_10av9TniQSLAWAzhkJnySYQo -0-0 i 8-0-0 1-0-0 8-0-0 Scale=1:17.7 3 d f I 4.00 12 2 • � t cccAAA 4 3x4= 8-0-0 Plate Offsets(X Y)-- (2:0-1-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC L 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.10 4-7 >972 360 MT20 244/190 TCTL 7.0 Lumber DOL 1.25 BC 0.78, Vert(TL) -0.27 4-7 >350 240 BC ILL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:26lb FT=0 i LUI`ABER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly,applied or 5-11-4 oc purlins. BO CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=164/Mechanical,2=411/0-8-0,4=68/Mechanical Max Horz2=180(LC 8) Max Uplift3=-160(LC 8),2=-265(LC 8) Max Grav3=164(LC 1),2=411(LC 1),4=118(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4 NOTES- 1)Wind:ASCE 7-10;Vu1t=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft L=34ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*JThis 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 160 lb uplift at joint 3 and 265 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE R Design valid for use only with MITekO connectors.This design is based only upon parameters shown.and Is for an Individual building component,not e` a buss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing iV l iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 i •Job Truss Truss Type Qty Ply 62'Grand Carlton III with porch T9680966 M11323 KJ8 MONO TRUSS 4 1 � Job Reference(optional) _Chambers Truss, For[Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Mon Oct 17 10:40:11 2016 Page 1 I D:Lcg54J?LuEancmZr4Qb7 W MyuFUF-PH EMdHYQgvXxjOgXHi_1 OavAingZSFRWAzhkJnySYQo -1-5-0 7-3-4 11-3-0 1-5-0 7-3-4 3-11-12 Scale=1:20.8 4 2.83 F12 3x4 3 2 7 6 3x4= 2x3 15 3x4= 7-3-4 11-3-0 7-3-4 3-11-12 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP TCIL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.11 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WEB0.43 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:44 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=207/Mechanical,2=482/0-11-5,6=556/Mechanical Max Horz2=244(LC 8) Max Uplift4=-207(LC 8),2—312(LC 8),6=-277(LC 8) Max Grav4=250(LC 13),2=482(LC 1),6=574(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1090/498 BOT CHORD 2-7=-662/1072,6-7=-662/1072 WEBS 3-7=0/309,3-6=1177/727 i Null Lb- 1) ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=14ft;B=52ft;L=34ft;eave=6ft;Cat.11; xp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)rja 3)7his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 lb uplift at joint 4,312 lb uplift at joint 2 and 277 lb uplift at joint 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber increase=1,25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=0(F=27,B=27)-to-4=152(F=-49,B=-49),8=0(F=10,B=10)-to-5—56(F=-18,B=18) ®(WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII--7473 rev.1010312015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sooANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 31 Z Alexandria.VA 22314. Tampa,FL 33610 i Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. I , Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. r Cr-z c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS c3e 4 may require bracing,or alternative Tor I T of 0bracing should be considered. 3. Never exceed the design loading shown and never a °� U stack materials on inadequately braced trusses. 00 a- 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate c7-8 c6-� cea designer,erection supervisor,property owner and plates 0-'1id' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 1 W.at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unluseess withxfire retardant,dantt,presernoted,this vative treaten is not d,or greenplicable lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 X 4 . width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and s¢e,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only, �� 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Nil DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with ----- - - - -Guide to Czood-Practice-for_Handling, _ _ _ _ ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. I MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 L SURVEY: BOUNDARY PEW PLAN U C TIE IN FIN TOPOGRAPHIC COMPLETED ON: 5-01-17 DESCRIPTION: A 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE BEING ALL OF 5 LA VILLA WAY, OF 1�\ THE UNRECORDED PLAT OF COUNTRY CLUB SHOWN HEREON. VILLAGE, OF ST. LUCIE COUNTY, 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE F LOCATED UNLESS OTHERWISE SHOWN.LORIDA. ? 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO W THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. Q^ 12111CO070 J, EFFECTIVE DATE 2-16-12. ABBREVIATIONS: o U , 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FIFE = FINISHED FLOOR ELEVATION J SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE acn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE q� CENTERLINE OF LA VILLA WAY HAVING AN ASSUMED SF = SQUARE FOOT cb BEARING OF NORTH, ACCORDING TO THE UNRECORDED PLAT = DELTA OF CURVE OF COUNTRY CLUB VILLAGE, OF ST. LUCIE COUNY, o FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. PERMIT #: ? L EXISTING �� 1 � I � a of } 62.11' Q Q 3 0 TOP 20.11 s.ss• AVERAGE Q o OF FORMS 1o.91' 29.16 J �, ELEVATION=28.44 M I F ��,3.00' ABOVE EDGE'S �• 5 a CO. m Qa OF PAVEMENT �� o St. U '►e o �a� a �8 Q 04 pates p�ed ILs.ss' 46.17' ZNQ J o� Luz, Q / to w M M W J M 4 CASTING i i 'I r i n vii i n Iunv i ACT El El n nnTr. 9 nl 1-7