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HomeMy WebLinkAboutSUBMITTED PAPERSAll APPLICABLE INFO MUST BE COMPLE, FOR APPLICATION TO BE ACCEPTED l Date: (A o co 15 Permit Number: RECEI . D JUN 2 6 2015 CD4 Building Permit Application 1� v C' Planning and Development Services Q U is — Building and Code Regulation Division 1` R J t 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential n PERMIT APPLICATION FOR: 151 'ie III Address: 5 G Legal Description: _8W/C /o AWS 73 Pyshc Re -co rbr OQ0 _S71- Xi c r e C Property Tax ID #: --3 y0,2. —6 mq - Oa (y — 000 r Site Plan Name: Project Name: Setbacks Front 3.f Back: a 9!� Right Side: LeftSide: Mechanical _ Gas Tank _ Gas Piping Electric Plumbing _ Sprinklers Total Sq. Ft of Construction: 01aal .5: F Sq Cost of Construction: $ 100r 900 Utilities: r Lot No. Block No. — Shutters Windows/Doors _ Generator IX Roof Ft. of First Floor: oa3q.S^1 _Sewer Septic Building Height: /S f Name d 414_�"'Me's z C/G Sc e2e2 AddrQ. w Lc�j ti�lf��c Company: �cE2c2 /%fin 6, PRi+r �, Address:'t%6Y0 %i/, Fe-D City: xZ3in� :q;,, .1':=i>r,:•. x' Stater City: JrO. State:F,9. Zip%A/3q- MAW'R ,i/ to u1 } ' 02 �7 Zip Code:_ Phone No. � Fax: E-Mad: �e%�ey r C/LS A• C Fill in fee simple Title Holder on next page ( if different E-Mail: 'W elec State or County License: 02 from the Owner listed above) 'A If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. I r g • DESIGNER NGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: % I✓4. C Name: Address: RV G AiAfAahe.5.3" � Address: City: JU4, State: �_ City: Stater Zip:—3-`�r_n'/ Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: i OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I. certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie 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 andl St. Lucie County Amendments. The 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 improvements 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 commencing work or recording our Notice of Commencement. �� X x I Signa ure of Owner Agen Lessee Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF S�-. L OC to STATE OF FL O Dp� �� COUNTY OF nn t33ea,4, The forgoing instrument was acknowledged before me thisUp day of Z Vi y�20 %5 by The f19rgoing instrument was acknowledged efore me this day of 6'11 20a by � �6\n, Cc� (Name of person acknowledging) (Ndm�e of person acknowledging ) (Signature of Notary Pub -State of Florida ) (Signature of Notary Public- State of Florida) Personally Known OR Produced Id VENSt0- ersonally Known OR Produced identificatio6l / Type of Identification Produced 0 S� e;of Identification Produced �C�r',d, d7/iiwc (_ e Commission NoE i5 " e< )nmmeq 5°ommi No` P77N3B (Seal) ,,, 0 �NOoo�N ° 0°0 rion FRONTSUPERVISOR WEVIEW PLANS VEGETAT i�8dlnb." k@igij(i$OVECOUNTERREVIEW `^_REVIEWS REVIEW REVIE -1? ,,R VI®dlhmh IREYlCIOE DATE RECEIVED S " DATE COMPLETED J. Rev. 7/2014 j ScG -AM DESIGNER%ENGINEER: _ Not Applicable MORTGAGE COMPANY: Not Applicable Name: PRyI- %�C. f�✓f NG I Name: Address: / 97 y S. to 8 j 17_Mc3n�rF Address: City: PS State: !2/ City: State: Zip: 39-81/ Phone 99a — 92S-- �992 Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: 4Not Appli 13te Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commencedprior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure Owners Association bylaws that may restrict or such which is in conflict with any applicable Home rule, or and covenants prohibit structure. Please consult with your Home Owners Association and rev ew 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. The 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 improvements 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 commencin work or recordin our Notice of Commencement. x Signature of Owner/ Lessee/Aggqt Signature of Contractor/License Holder STATE OF FLORIDA /1 STATE OF FLORIDf� �� OF COUNTY OF t all af OL !� COUNTY The forgoing instrument was acknowledged before me The fqr<g instrent w s acknowledgeid\,before me this�day of ga— . ZO�by this (� day of . z0ja by SC-L) ,& �' 2i^ j1ei� �� �t �>Z t�li� —' (Name of person acknowledging) Name ofPerson ( acknowled rng ) p g (S gnature of Notary Public- State of Flo ' a) (Signature of Notary Public- State of Flod a ) Personally Known / OR Produced Ide ' Personally Known. _1__� OR Produc-did- ication ication Type of Identificat'o Type of Identification Produced „BRA M TROYER Produced iROYER - CEB A M °o •';;: Nola Public - Stale o1 Florida ' e • ; y Notary ( )7as Nov 26. 2016 Commission No. ' •• M Comm 3aa „ ?::�`�°�e;o,, are of Florida Commission No. :o Notary Pu s ire. Nov 26 2616 SS ',� do Commission 8 EE 827416 ....BondedThrou tr Natisnal Notary Assn. ? • • •= MY Comm. P - , • ' EE 827416 ;•y a; Commissill ''";«0;." Bonded ro REVIEWS FRONT ZONING SUPERVISOR PLANS VEGET L MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. MANNING & DEVELOPMENT SERVICES B ding & Code Compliance Divh i BUILDING PERMFT SUB=CONTRACTOR AGREEMENT, SL Lucie County Contactor CertfBca&on Number. Ca —7R 9 State of Florida Certification Number (ifappumbie): -- - C A-e o 9 TO 'LTA be the 14r✓AC- LY?ec�A iC�4 � sub-contractorfor -�J�t�r�t�.��� (Type of Trade) .a£- Asle'v- -60!9 Contractor) for the project Iocated at It is understood that, if there is any change Of status regarding our participation with the above mentioned I project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) I.WSMSS QUALM ZR (Name ofthe Inaividual shown on the Contractor's License) NOTARIZED SIGNATURRES ARE REQUIRED Business Name: Address: (sty/StatelZip: i�lll2 - W CA i Phone: T L-33 S= Z6'r( email: . u 4 �%IC-tag.. IM r c 4e&c 1 < SiGNATM PRINTNAMB TE STATE OF FLORIDA, COUNTYOF S L U C. / E THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS L DAY OF r4,V11AAy 20 l 7 BY[1/CH061 A KRIENrI/( WHO IS PERSONALLY MOWN —/OREMPROAUCED AS ID CATION (STAMP) SIGNATURE OF NOTARY PUBLIC .;Sod;, ,3[ , PRIIVTNAME OFNOTARYPUB fj DAVID CARL DEWITT 1y.,�i:! MYCOMMISSI09#FFIS9208 �'i"a'r � EXPIRES January OFFICE L'CT— 36 31 1812:36p Hometec Contractors Inc //f� G OyC.J� 772-288-2139 PA ;._..z.;¢_,._�_.......� Planning& Development Services RECEIVED Building & Code Regulation Department 2300 Virginia Ave MAY 31 2018 - Fort Pierce, FL 34982 772.462-2165 Fax 462-W3 ST. Lucie Gtaunty, pprnilt@Ifig INSULATION INSTALLATION CERTIFICATE -- Name: Scife2e /Ylisiv (•p Permit #: /306 — Q %R0 Address: (a I ��Kor y Lot °�lo Black: _ Subclaiisiort: ynd h i2`.rz�CS izi/eo The undersigned hereby certifies that Insulation as been installed at the above described property as follows: 1. Exterior CBS walls have been insulated with _................. () Spray on cellulose which thickness, according to the manufacturer: R-Foil, {) Fiberglas blankets (Density N/A) will yield an "R"value of 4.1. {) Aluminum Foil Pq Other(•=,• (�Ll Exterior Frame wall have been insulated with ............... .... .... () Spray on cellulose To a tt hidmess of 6.25 inches, which thickness, according to () Fiberglass blankets the manufacturer, Certain Teed, (Density N/A) will yield an (} Aluminum Foil "R'value of 19. () Other 2. Ceilings - Level - have been Insulated with _................_..,_..... () Fiberglass blankets to a thickness of 10.0 inches, which thickness, according to k4 Fiberglass loose fill the manufacturer, Certain Teed, (Density N/A) will yield an () Aluminum Foil 'R'value of 30. (] Other Cellulose SAB Ceirmgs- Cathedral -have been insulated with ......... _....... () Fiberglass blankets to a thidmes of 10.0 inches, which thickness, according in () Fiberglas loom fill the rnanrdacturer, Certain Teed, Density (NIA) will yield an () Aluminum Fail "R'value of 30. () Other Cellulose SAB 3. Interior knee walls have been insulated with.-.. _._....... to a thickness of 10.0 inches, 1jq Fiberglas blankets which thickness, according to () Polyurethane the manufacturer, Certain Teed, (Density NIA) will yield an () Spray on cellulose "R'value of 30. () Other 4. Garage partition walk of conditioned riving areas have been Fiberglas blankets insulated with .._...__..__ ........... _..... _ .... -.............. Spray on cellulose to a thickness of 625 inches, which thickness, according to the () Polyurethane manufacturer, Certain Teed, (Density N/A) will yield an () Other `R"value of 19. .. MULTI -FAMILY, RESIDE ML CONSTRUCTION ONLY: The common (party) walls separating different tenants shall be insulated as follows - Frame/Metal stud walk R-11(Mm); CBS or Concrete walls R-3 (Min) by Energy Code requirements. See Energy Code Rev.1/87, paragraph 903.2(b), an pages 9-17, latest edition. These `minimum levelsof insulation' are not included the Energy Calculations, but shall be Installed in the field. NOTE: Densities of sprayed on, loose fill, or.any other composed -on site insulation shag be the PCF (IbIR3) average ofthree (3) "DRY SAMPLES"of arhr"l Inv" IlaNnn 1Qf/`.Ipm �"1Sl'ii t h-&n �C"fC.fJGCt ��i5'1C Print Name ofInsulatim Corrtracor l�y�) Certifii n Number -Notary Public Signature of Insulation contractor S .30 Data of gisrtificatioft =o�gY nu&H SIVStONANDER50 y 1rr001RA1SS10NA000804SCOP (]0RES'A1d75'2yA veor i<.pe BmCed75,u aWg911W�'San�' G RECEIVED MAY 2 9 1318 Planning & Development Sery isesuoie county, Permitting Building & Code Regulation 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Date: Permit Number: Project Address: '5W\ 3`-i$Z THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond30 days must be made In writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. OWNER SIGNATURE N y[ Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave, Rm 201 Fort Pierce, FL 34982 Phone:772-462-2165 Fax:772-462-6443 BLOWER DOOR TEST FORM House Infiltration Test Certification Oq?o RECEIVED Permitting Department St. Lucie County Prescriptive and Performance Method Date 7 l0— /r Permit #• Zs-&- — Q V'$ Q Contractor: "o ^= f�_ r_ 4 Job Address: — S 6O 1 14-. r-k o/✓ Construction: (A New Construction — ( )Existing —After Addition House Infiltration Test Results SLC Climate Zone 2 CFM (50) _ /Or7 6 Test Date: 7 —/a Volume= /l7 iP;22 ACH (50) = CFM (50) x 60 / Volume = 3, Mechanical Ventilation required less than 5 ACH Passing results must be & ACH (50) or less (Pass I ) Fail FBC, Energy The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zone 1, 2 and 3 air changes per hour in Climate Zones 3 through B. Testing shall be conducted with a blower door at a pressure of 0.2 Inches w. g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105 (3)(f), (g) or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. FBC, Residential Where the air infiltration rate of a dwelling unit is less than 5 air changes per hour when tested with a blower door at a Pressure of 0.2 inch w. c. (50 Pa) in accordance with Section R402.4.1.2 of the Florida Building Code, Energy Conservation the dwelling unit shall be provided with whole -house mechanical ventilation in accordance with Section M1507.3. Testin¢ Comoanv Company Name: Pro Duct Services Address: 1915 Rio Vista dr., Fort Pierce, fl. I hereby certify that the above House Infiltration results demonstrate compliance with requirements in accordance with Section R402.4.1.2 Climate Zone 2. im Signature: Printed Name: Michael Faurot License/Certification #: 5059122 BUILDING PERFORMANCE INSTITUTE; INC 107 Hermes Road, Suite 210 Matta, NY 12020 fc: (877) 274-1274 www.bpl.org i� Michael Faurot .' • nI ! BPI IDN: 505e122 CERTIFIED PROFESSIONAL r (SEE REVERSE SIDE FOR DESIGNATIONS AND EXPIRATION BATES) ' 4 l rod( Pest Preventr.,rr J6175775 Protection ION 104.2.7, THIS BUILDINNOTICE GCO EPOSTED ANE : AFTER482.226,UANT TO TFLLORIDASTATUTTESA Jaeof WD' Inspection (If ode) �D\"60" ce ❑Acivity ❑No Activity 6 I K 1 a r- materials Used Date of Initial Treatment f r d Date of Final ExtedorTIVIPIGIials reatment Wood Destroying Organism Treated For This pro any has keen treated and placed under a retrealmenllrepair co eris hereby herebby advised advised to subterranean termites. This contract is renewable by payment on annual fee. The owner s have Nis property inspected annually by Evict -A- Bug Termite & Pest Control, Inc. Evict -A- Bug Termite a Pest Control, Inc. provided the termite protection _. on this property. CALL uS regarding our Pest Prevention, Fire Ant Lawn ` Service and Rodent Service. 772-323-7921 - 1-877-365-9990''M www.evictabUgpeStcontrol.Com • evictabug@gmail.com 4293 SW High Meadows Ave. - Palm City, FL 34990 call To Activate Your Termite Guarantee t JUL 0 9 2018 PlanningDevelopmentservice ST. Lude County, Permitting gsaiidioag Regulation& Code Divisi 2300 Virginia Ave Fort Pierce, Pl_ 34992 772-462-2172 Fax 772-462-6443 COUNTY F L O R 1 O (' ITT; Ti ATE r.,, •; s 7,� PERMIT #: �`506 �bti Bpi BUILDER/CONTRACTOR: _ TROL CONTRACTOI T 1 ADDRESS: N EVICT -A -BUG TERMITE & PEST PEST COCONTROL INC. PEST CONTROL LICENSE #: JB175775 construction for ibed subter subterranean terms es Inraccordan acertify ccordance the st ndards of he National pestwe have pretreated the -aboverControl Association. Square feet if area treated: s/f rjb �� f Chemicals used: o°MINI°N zL Percentage of solution: •059i° Total gallons used: �? Date of Treatment: -15--19 Footing 15t Treatment Re -Treat Zr6veway o _ist Treatment - 7�Re Treat Other St Treatment Re -Treat Time of Treatment: Slab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Fin I s coon Signature of r to P" ZlC , Note: There must be alInspector eat timrm must be On thajob e of each Inspection or the scheduled Inspection nJwl�fail and a re -Inspection site to be picked up by fee charged. shall be provided to receive duplate Treatment Cell ates as each required protective streatm nt is complefedboard shall a copy far the person the permit Is issued to and another copy for the building permit flies. The Treatment treated, a shall provial de theper enoduct used, concentration and nuof tmbehe rofgallons used time ntodestabilsh aate of the vve liable record It, site option, area protective treatment. If the soil chemical barrier method for termite prevention Is used, final exterior treatment shall be completed prior to final bullding approval i B �$ Lucie County requires for the liiaaInspectionff®P My B Perunaeo�ew$S$iciier to be placed on the electrical panel box c®Ver, slating all $he treatments and dates Of applications. 1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave • Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 cERnFICATE OF TERMITE TREATMENT CGHSjrp.UCjrn0H SOIL TREATMENT 3yy pz PERMIT #: ) �bd -ow d JOB ADDRE�SS`� l6v/ �/I.1V,0- BUILDER/CONTRACTOR: ' PEST CONTROL CONTRACTOR'• EVICT -A -BUG TERMITE& PEST CONTROL INC. PEST CONTROL LICENSE #: JS175T75 sr hereby that we cAdasubtesubterranean termites inaccordance with the pretreated he National Pest Control Association, Square feet if area treated: Percentage of solution:.os^io Date of Treatment: 2 Z� Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: ooMiNloN zL Total gallons used: P-13r Time of Treatment: 7 �S lab ,w-' 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for F Inspection ,Z z IP Signature of er r Date Note: There must be a completed form for each required treatment or re -treatment and this form must be on the Job at time of each inspection or the scheduled Inspection will fa site to be picked up by the Inspector ll and a re-Inspectlon fee charged. fee charged Certificate of protective Teatment for prevention of termites. A weather resistantjobsite 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 bulld/ng permit fl/es The Treatment Certificate shall provide the product used, Idendty of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to estab/lsh a verifiable record of protective treatment. If the sot/ chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final bullding approval tSt Lucie County he egec ical panel box cover, ➢listing ail the treatments and dates ofappl cations placed on 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 January 18, 2018 KSM JOB # : 173890-2d/SS/ct PERMIT# �SQtio — p `�Fo CONTRACTOR Hometec Contractors Inc. JOB LOCATION 5601 Hickory Drive Indian River Estates Ft. Pierce, Florida ITEM TESTED Compacted Foundation Fill - Retest TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 41 112.7 115.5 97.6 2. S. E. 38 110.4 95.6 3. Center 43 113.3 98.1 4. S.W. 44 114.6 99.2 5. N.W. 40 112.0 97.0 Soil Description: Brown Sand 117.0 1 I I I I I with Clay W In Place Moisture: E I I I I I I 11.2 Percent I I 1 I I I I G 116.0 I ..—..I ..--- I ..—.. i..—.. i..—..—I..—..— Optimum Moisture: T I I I I I 11.0 Percent I 1 1 1 1 1 P Max. Dry Density: I I I I I 115.5 P.C.F. C 114.0 ..—.. .. .. ........... ...—.—�..—..— I I I I I @ Test Locations The F I I I I I I Density & Penetrometer I I . • _ .. I .. _ .. I .. _ .. _I.. _ .. _ 113.0--••—••— •—••— Readings Indicate the D I I I I I I Degree of Compaction Meets R I I I I I I Minj[p}{rjg,Required for l}% alb Fo'Gra�iation y I"•—.•— 112.0 .._..--- —..�.._..4..—..-4.._..—, d`tt�3s.'1:aken to Natural Grade. �BfL'RE9C 8 9 10 11 12 13 14 J Moisture - % of Dry Weight - %'' Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 PERMIT# ��7/ ' D ISSUE DATE �U d2O .- . .; PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division • —e r BUILDING PERMIT SUB -CONTRACTOR AGREEMENT JUL 1 2 281i' PEWAITTiiJG St. Lucie County, FL J.A. TAYLOR ROOFING INC have agreed to be (Company Name/Individual Name) the ROOFING Sub-contractor.for SCHERER MANAGEMENT CO (Type of Trade) (Primary Contractor) For the project located at 5601 HICKORY DRIVE, FT PIERCE (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the filing of a Change of Sub -contractor notice. CONTRACTOR SIGNATURE (Qualifier) SUB -CONTRACTOR SIGNATURE (Qualifier) "e t Sc )Tere�/Z KYLE WHITE PRIM1TNAME PRINT NAME COUNTY CERTIFICATION NUhIBER Slate of Florida, County of 'C4'UA.P.I P_ The foregoing instrument was st ned before me this 1ei� day of who is personally known ✓ or has produced a 23018 COUNTY CERTIFICATION NUMBER State or Florida, County of ST LUCIE The foregoing instrument was signed before me this 111 thth day or JULY .2017, by KYLE WHITE who is personally known XX or has produced a nhfiurcatipq. as identifiegat�/i//p//1/1 ' \ STAMP {^Iol/llX lX/ht/WC.C—A STAMP Stgnale of M1 oryPublic Si ture Nutary P fi iicP bfic NADINE MANRESA Print Name of Notary Public Print Name of Notary Public _4G� Sal r59 ter• :*� ,.� PHY:USN?<4ELtl = 6FF936 MV CA"tI,1fI581014 ' FRV02 ? ?fig,.. O6U • oQa Revised I I/16R016 `'�.q „';:.°" Bonded hmEXPIRESclSN Puh�irlba!:m..4.21 a �W/ A :rs ` �N� u�1 r.lw Customer Name: Address: Phone: Fax: Customer Information: Line Item: 199-- Master Quantity: N - RO Size: 37.75" X 38. Unit Sae: 36" X 37.375" n 185 Single Hung -Vent F23 Line item: 200-1 Quantity: l RO Siie: 9.875' X 63" Unit Size: 18.125" X 62" 185 Single Hun -Vent F15 Room Quote Date: 5/9/2017 pt:bil� :derAs s,- L Project Name: Hometech 1� Quote Name: Hickory, thc- r y -I� - /V16 be � / 20 f Order Date: Quote Not Ordered PO Number: Comments: • PRODUCT••• Row 1 185 Single Hung - Vent-1 Units - 36W x 37.375H ••• DIMENSIONS ••• 36W x 37.375H—^ ••• FRAME ••• South, Aluminum, Frame Type - Flan a 55DP- Fs nor Color- Whhe So GLASS in Glazing Type- ated,GlassTint- Clear, HP Low-Eand Obscure, Obscure Pla ment-Full,Tempered Location-Full,GlassStrength- DSB "`SCREEN --- Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes ••• NFRC — Sedes 185::SingleHung, U-Factor.:0.53, SHGC::0.24, Vr%0.45 •••Performance ••• Series 185:isingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP. Rule ID::185 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19, FL ID::17499 «. oonnnnr.« /Row 1 185 Single Hung -Vent - 1 Units-18.125W x 62H •'• DIMENSIONS•" 18.125W x 62H ••• FRAME ••• South, Aluminum, Frame Type- Flange, 5510P, Exterior Color- White ••• GLASS"' Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Glass Strength - DSB ••• GRILLES • Grille Type - SDL-OS w/ GBG, Grille Thickness/Style - 314" Sculptured, Grille Pattern -Colonial Bottom Glass: Number Wide -2, Number High -2 Top Glass: Number Wide -2, Number High -2 "*SCREEN ••• Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately Yes Performance'•• Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule 1D::185 SH, Rating Type::DesignPressure, SWcturalRating::R-PG60, Water Rabng::9.19, FLID::17499 Quoted by: Gal Buchmeyer Pages: 1 of 5 Prim Date: 5/10/2017 9:36:23 AM JBR E)dedom. Ina 'ITEM & SIZE$ LOCATION / TAG PRO ',DESCRIPTION UNIT PRICE f EXTENDED PRICE r Line Hem: C•1 Dining Room ) "'PRODUCT•"•- ` Quantity 1 , Row 1 185 Single Hung - Vent -1 Units 52.125W x 62H "' DIMENSIONS •" RO Size: 53.875" X 63" 52.125W x 62H -- Unit Sae: 52.125" X 62" "• FRAME •'• South, Aluminum, Frame Type - Flange, 55DP, Exterior Color- White -- GLASS "' Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Glass Strength - DSB •" GRILLES"" Grille Type - SDL-OS w/ GBG, Grille Thickness/Style -314" Sculptured, Grille Pattern - Colonial `= Bottom Glass: Number Wide -4. Number High - 2 Top Glass: Number Wide - 4, Number High - 2 '•' SCREEN '•' Screen - Half, Screen Mesh Type- Charcoal Fiber, Screens Packed Separately -Yes O ' Performance "• 52.126 Series 185::SingleHung, Calculated Positive DP Rafing::60.15, Calculated Negative DPRating::60.15, DP Rule ID::185 SH, Rating Type::DesignPressure, Structural Rafing::R-PG60, WaterRating::9.19, FL ID::17499 185Single Hun -Van -F35 Line Item: 4OD-1 Quantity: RO Size: 37.75" X 63" Unit Size: 36" X 62" 185 Single Hun - Vent - 25 —PRODUCT"' Row 1 185 Single Hung - Vent-1 Un 36W x 62H "' DIMENSIONS •" 36W x 62H FRAME"• South, Aluminum, Frame Type - Flange, 55DP Exteria-LCotor__ Whde GLASS "' Glazing T Insulated, Glass Tint - Clear, HP Low-E and Obscure, Obscure PI cement- Full, Tempered Location - Full, Glass Strength DSB GRILLES -- Grille Type - GBG, Grille Thickness/Style - 5/8" Flat, Grille Pattern - Colonial Bottom Glass: Number Wide- 3, Number High -2 Top Glass: Number Wide - 3, Number High - 2 "' SCREEN "• Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes "' NFRC Series 185::SingleHung, U-Factor.:0.55, SHGC::0.22, Vr::0.4 '•• Performance'•• Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Ratingi:60.15, DP Rule ID.A85 SH, Rating Type:DesignPressure, Structural Rating::R-PG60. Water Rating::9.19, FL ID::17499 Quoted by: Gail Buchmeyer JBR Exteriors, Inc Pages: 2 of 5 Print Date: 5110=17 9:36:23 AM UNIT PRICE / EXTENDED PRICE . Line Rom: 500-1 ront Door " PRODUCT" Quantity: 1 Row 1 185 Picture Window - Fixed -1 Un 64W x 20H '•' DIMENSIONS"' RO Sae: 65.75" X 21" 64W x 20H Unit "'X20" FRAME"' South, Aluminum, Frame Type - Flange, 55DP, Exterior Color Whin "• GLASS ••• . Glazing Type - Insulated, Glass Tint- Clear, HP Low-E. Glass Strength - 3/16" NFRC' I Series 185::DirectSet, U-Factor.:0.52, SHGC::0.27, VT::0.48 '•' Performance c9 Series 185::DirectSet, Calculated Positive DP Rating::60, Calculated t Negative DP Rating::60, DP Rule ID::195 PW, Rating 66 Type::DesignPressure, Structural Rating::CW-PG60, Water Rating::9.00, FL I13::15349 185 Picture Window - Fixed - CustomCustom Line Item: 600-1 Quantity: RO Sae: 37.75" X 63" Unit Size: 36" X 62" 4 d. 36 185 Sin le Hun - Ve - F 5 2-3 4 RgP ODUCT " R 1 185 Single Hung -Vent-1 Units - 36W x.62H naeoucrnuo «. 35W x 62H '•' FRAME'"' South,. Aluminum, Frame Type - Flange, 55DP, Exterior Color- White ••• GLASS "' Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Glass Strength - DSB " SCREEN'•• Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes NFRC"` Series 185::SingleHung, U-Factor.:0.53, SHGC::0.24, Vr::0.45 " Performance" Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule I13::185 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19, FL ID::17499 ITEM & SkEs." :.. LOCATION ! TAG ` PRO DUCT DESCRIPTION, UNIT PRICE / EXTENDED PRICE - Line Item: /700-1 Hall Bath "' PRODUCT"' Quantity:/ 1 1 Row 1 185 Single Hung - Vent-1 Units -25.5W x 25H '••DIMENSIONS•" RO Sae: - 7.25' X 26" 25.5W x 25H Unit Size: 25.5" X 25" •••FRAME"• South, Aluminum, Frame Type - Flange, 55DP, Exterior Color- White T • GLASS'"• %GTazmg Type - Insulated, Glass Tint- Clear, HP Low-E and Obscure, I\�Oubscure Placement- Full, Tempered Location - Full, Glass Strength - �SR O SCREEN Screen -Half, Screen Mesh Type - Charcoal Fiber, Screens Packed N Separately - Yes ... NFRC"' 1 Series 185::SingleHung, U-Factorr0.53, SHGC::0.24, Vr::0.45 Performance ••• Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule ID::185 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19, FL ID::17499 Quoted by: Gail Buchmeyer Quote Number. 1697318 Pages: 3 of 5 Prim Date: 5117/201712.09:04 JBR Exteriors, Inc. ITEM R,S{ZES._ LOC lON1 GPROO, _ DESCRIPTION UNIT PRICE! EXTENDED PRICE: Line I}em:: 800-0 Master Bedmo "' PRODUCT Quantity Row'I 185 Single Hung -Vent-1 Units- 18.125W x 62H "' DIMENSIONS"` RO Size: 875" X 63" 18.125W x 62H Unit Sae: 18.125" X 62" " FRAME — South, Aluminum, Frame Type - Flange, 55DP, Exterior Color- White GLASS "' Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Glass Strength - DSB "'SCREEN Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes m " NFRC— Series 185::SingleHung, U-Factor.:0.53, SHGC::0.24, V f::0.45 '" Performance ' Q Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule ID::185 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19, 18.125�„ FLID::17499 ITEM & SIZES LOCATION I TAG Line Item: 900-1 Great R000m Quantity: 0 RO Sae: 143.3125" X 80.5" Unit Sae: 142.8125" X 80" '.42.8125 "'PRODUCT"' \\ Row 1 430 Three Panel Patio oor XIX 1 Units-142.8125W x BOH " DIMENSIONS" 142.8125W x 80H "'FRAME — South, Aluminum, Frame Type- Finless, 2" Sill, DP-40.0, Exterior Color- White " GLASS" Glazing Type - Insulated, Glass Tint - Clear, HP Low-E, Tempered Location - Full, Glass S SCRE Screen -Aluminum 'HARDWARE"' Flush Mount ' NFRC — Series 430::Tr1pleSlidingDoor, U-Factor.:0.58, SHGC::0.25, Vr::0.46 ' Performance " Series 430:`.T6pleSlidingDoor, Calculated Positive DP Rating::40, Calculated Negative DP Rating::40, DP Rule ID::430 PD. Rating Type::DesignPressure, Structural Rating::R-PG40, Water Rating::6.00, FI In-•11;aa9 430 Three Panel Patio Door - XIX - 2068 Quoted by: Gail Buchmeyer JBR Exteriors, Inc. Pages: 4 of 5 Print Date: 5/1012017 9:36:23 AM i OFFICE USE ONLY: DATE FILED: _ REVISION FEE: 1. rl LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 O (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION n� — �09 Aalcl DETAILED DESCRIPTION OF PROJECT 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C C C O BUSINESS NAME: QUALIFIERS NAME: ADDRESS: (o O t CITY: PHONE (DAYTIME): 0O.1 . -�2 9D ^ � 4. OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: G $ yam^ ST. LUCIE COUNTY STATE: I FAX: 5. ARCHITECT/ENGGIyN,EERINFORMATION: NAME: - 1 Sol ADDRESS: /172C -S•W' /I%% CITY: 'O - PHONE(DAYTIME): Revised 07/22/2014 ATE: FAX: ZIP: Q'V ZIP: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 5601 Hickory Dr City / State / Zip: Fort Pierce, FI 34982 Parcel #: 3402-609-0214-000/5 Zoning: RS-4 REVIEW COMMENTS Owner(s): Rnh Enterprises Inc Jurisdiction: SAINT LUCIE COUNTY Lot#: 36 Block: 57 APPLICATION INFORMATION Permit Number: 1506-0480 Stories: Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: Robert H Scherer Business Name: Scherer Management Co Business Addr: 4640 N Federal Hwy City / State / Zip: Ft Lauderdale, FI 33308 REVIEWS AND COMMENTS 1 Automatic Sprinkler System? No Fax Number: 772-288-2139 Email: Hometec@Bellsouth.Net Review Tvoe Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 71712015 7/7/2015 7/7/2015 Comment: DOCUMENTS MISSING PENDING Deanna Givens 612612015 7/1312015 Comment: VEG PERMIT IN FILE FOLDER. $50.00 FEE. Comment: A COPY OF THE PAID UTILITY SERVICE RECEIPT FOR WATER AND /OR SEWER OR A LETTER FROM THE 8/19/2015 UTILITY SERVICES PROVIDER STATING SERVICES ARE AVAILABLE (ABILITY TO CONNECT AT THE SUBJECT LOCATION) 2/912017 Comment: UPDATED VEG PERMIT IN DRAWER UNDER'R" RNH ENTERPRISES. $50 FEE ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 6126/2015 711012015 7/10/2015 Comment: FRONT COUNTER REVIEW COMPLETE Deanna Givens 6/2612015 6126/2015 6/2612015 Comment: NOTIFIED FOR PICK UP COMPLETE Lashahna Ingram 812412016 812412015 8124/2015 Comment: , PLANS EXAMINER REVIEW COMPLETE William Durden 712512015 812412015 8/24/2015 Comment: REVISIONS INCOMPLETE William Durden 617/2017 6/7/2017 Comment: • PLEASE PUT ON THE PLANS THE REQUIRED SOIL DENSITY OR SUBMIT A SOIL REPORT WITH RECOMENDATIONS IN COMPLIANCE WITH SECTION R401.4 OF THE 2014 RESIDENTIAL BUILDING CODE. Planning & Development Services Building 8, Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462-6443 REVIEW COMMENTS I: 67712017 Comment: PLEASE SPECIFY ON THE PLANS WHAT PROTECTION OF TERMITE SYSTEM IS BEING USED PER CHAPTER 3 SECTION R318 OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE. 677/2017 Comment: PLEASE SHOW ON PLANS THE WOOD WALL AND CBS WALLS R-VALUE FOR THE INSULATION OR REFERENCE ON THE PLANS SEE ENERGY CALC'S. PER SECTION 107 OF THE 2014 BUILDING CODE. 677/2017 Comment: PLEASE ADD THE CUBIC VOLUME OF CONDITIONED SPACE TO THE AREA TABULATION ON PAGE 1 OF THE PLANS. PER SECTION 107 OF THE 2014 FLORIDA BUILDING CODE. ZONING REVIEW COMPLETE Lydia Galbraith 71612015 8/19/2015 8/11912015 Comment: ZONING REVIEW INCOMPLETE Lydia Galbraith 218/2017 Comment: RECEIVED AND REVIEWED UPDATED SURVEY. NEW LOCATION OF SFR AND WIDTH OF DRIVEWAY 2/8/2017 APPROVED. HOWEVER, WE NOTICED THAT THE SURVEY STAMPED FOR APPROVAL BY HEALTH DEP. HAS A DIFFRENT CONFIGURATION AND A DIFFERENT LOT NUMBER (LOT 17 BLOCK 58). PLEASE SUBMIT TWO SURVEYS WITH CORRECT LOT AND BLOCK STAMPED BY THE HEALTH DEP. 2/9/2017 Comment: THE DRIVEWAY PERMIT HAS EXPIRED. PLEASE SUBMIT A NEW APPLICATION FOR THE DRIVEWAY AND CULVERT AND ATTACH AN UPDATED SURVEY WITH THE NEW DRIVEWAY WIDTH. lu�uritG �cr�t� Planning & Development Services Building &.Code Regulation Division 2300 Vlrginla Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:1772i462-6443 Address: City / State / Zip: Parcel #: Zoning: 5601 Hickory Dr Fort Pierce, FI 34982 3402-609-0214-000/5 RS-4 REVIEW COMMENTS RECE VED JUN IG 1017' PERMITTING St. Lucie County, FL Owner(s): Rnh Enterprises Inc Jurisdiction: SAINT LUCIE COUNTY Lot#: 36 Block: 57 APPLICATION INFORMATION Permit Number: 1506-0480 Stories: Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) CONTRACTOR INFORMATION Contractor Name: Robert H Scherer Business Name: Scherer Management Cc Business Addr: 4640 N Federal Hwy City / State / Zip: Ft Lauderdale, FI 33308 W41714i TiT ride ii i1 mr/14i`yll 1 Automatic Sprinkler System? No Fax Number: 772-288-2139 Email: Hometec@Bellsouth.Net Review Type Status Reviewed By Date Started Date Completed pate Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 7/7/2015 7/7/2015 7/7/2015 Comment: DOCUMENTS MISSING PENDING Deanna Givens 6/26/2015 2/9/2017 Comment: UPDATED VEG PERMIT IN DRAWER UNDER -W RNH ENTERPRISES. $50 FEE 6/8/2017 Comment: GENERAL CONTRACTOR AND ROOF SUB CONTRACTOR ON HOLD. WILL NEED TO UPDATE LICENSE. ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 6126/2015 7/1012015 7/10/2015 Comment: FRONT COUNTER REVIEW COMPLETE Deanna Givens 6/2612015 6/26/2015 612612015 Comment: NOTIFIED FOR PICKUP COMPLETE Lashahna Ingram 812412015 8/24/2015 8/24/2015 Comment: PLANS EXAMINER REVIEW COMPLETE William Durden 7/25/2015 8/24/2015 8/24/2015 Comment: REVISIONS INCOMPLETE William Durden 6/7/2017 617/2017 Comment: • PLEASE PUT ON THE PLANS THE REQUIRED SOIL DENSITY OR SUBMIT A SOIL REPORT WITH RECOMENDATIONS IN COMPLIANCE WITH SECTION R401 A OF THE 2014 RESIDENTIAL BUILDING CODE. 6/7/2017 Comment: PLEASE SPECIFY ON THE PLANS WHAT PROTECTION OF TERMITE SYSTEM IS BEING USED PER CHAPTER 3 SECTION R318 OF THE 2014 FLORIDA RESIDENTIAL BUILDING CODE. . . St",;�ircrG �ou�s� Planning & Development Services -Building 8 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772(462-2172 Fax:(772)462.6443 617/2017 Comment: 677/2017 Comment: 6/7/2017 Comment: ZONING REVIEW ZONING REVIEW 2/9/2017 J�mment: Comment: 6/8/2017 Comment: 6/812017 Comment: 6/8/2017 Comment: REVIEW COMMENTS L PLEASE SHOW ON PLANS THE WOOD WALL AND CBS WALLS R-VALUE FOR THE INSULATION OR REFERENCE ON THE PLANS SEE ENERGY CALC'S. PER SECTION 107 OF THE 2014 BUILDING CODE. PLEASE ADD THE CUBIC VOLUME OF CONDITIONED SPACE TO THE AREA TABULATION ON PAGE 1 OF THE PLANS. PER SECTION 107 OF THE 2014 FLORIDA BUILDING CODE. CHANGE FEES COMPLETE Lydia Galbraith 7/6/2015 8119/2015 8/19/2015 INCOMPLETE Lydia Galbraith 2/8/2017 THE DRIVEWAY PERMIT HAS EXPIRED. PLEASE SUBMIT A NEW APPLICATION FOR THE DRIVEWAY AND CULVERT AND ATTACH AN UPDATED SURVEY WITH THE NEW DRIVEWAY WIDTH. 618117 REVIEWED NEW SUBMITTED PLANS FOR 4 BEDROOM: - PLEASE PROVIDE UPDATED HEALTH DEP PERMIT INDICATING 4 BEDROOMS. PLEASE PROVIDE TWO COPIES OF SURVEY WITH HEALTH DEP STAMP FOR APPROVAL 4 BEDROOMS. PLEASE PROVIDE TWO FLOOR PLANS, 4 BEDROOMS, WITH HEALTH DEP STAMP FOR APPROVAL. 0 Planning & Development services i Building & Code Regulation Division 2300 Virginia Avenue I Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 i THIS IS NOT A RECEIPT Permit Number: SLC- 1506-0480 Payment Slip Online address: http:/Awiw.stluc'teco.org/planning/permitfng.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Permit Date: 15 August, 2016 BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) Contacts: Contractor Robert H Scherer / Scherer (772) 370-7287 Management Co Fax (772)288-2139 Property Owner Rnh Enterprises Inc Fax Job Address: 5601 HICKORY DR Fee Description: Amount Due: NDrive700 N-Driveway Permit R&B $150.00 (includes culvert) IMP0210-14 014-Impact Fee-Fire/EMS-SF $566.00 IMP0217-14 014-Impact Fee -Law Enfor-SF $209.00 IMP0191-14 014-Impact fee -Library -SF $220.00 IMP0184-14 014-Impact Fee-Parks-SFR $1,558.00 IMP0196-14 014-Impact Fee -Pub Bldg Corr- $227.50 SF IMP0197-14 014-Impact Fee -Pub Bldg Other- $113.50 SF IMP0131-14 . 014-Impact Fee-Road-SFR- $4 g04.00 Mainland IMP0179-14 014-Impact Fee-School-SFR $6,188.00 N-ERDVeg NERD Vegetation - Vegetation $50.00 Removal NPermi685 N-Permit Fee - Residential & $1,765.56 Commercial - New & Additions NBIMS651 N-BP BIMS $5.00 NBPSur950 N-BP Surcharge - Permi685 - $26.48 Res & Comm - New & Additions NBPTru1009 N-BP Trust Surcharge - Permi685 - Res & Comm - New $26.48 & Additions 40 Ned - �r tV as A A I by Nfo.. aas� New nOG� 8/15/2016 1:09:29 PM IIV To check the status of your permit, day or night, use our on-line progam: http://www.stlucieco.org/planning/permitting.htm Copy and paste this in your internet browser and add it to your favorites. 8/15/2016 1:09:29 PM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)4624553 Fax: (772)462-1578 THIS IS NOT A RECEIPT._ Permit Number: SLC- Contacts: Contractor Property Owner Payment Slip / Online address: hftpJ/www.stlucieco.org/planning/permitfing.htm Quick Links: Permit StatusLookup Online Building Inspection System Daily Inspector Schedule Permit Date: 24 August, 2015 91! R,%bert H Scherer I Scherer Management Co Fax Rnh Enterprises Inc Fax BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) (772) 370-7287 (772) 288-2139 Job Address: 5601HICKORY DR , ^ �r sV ` 1 � L'( (P__ Cr o S� &B Amount Due: NDr1ve700 N-Driveway Permit R $150.00 (includes culvert) IMP0210-14 014-Impact Fee-Fire/EMS-SF $566.00 IMP0217-14 014-Impact Fee -Law Enfor-SF $209.00 IMP0191-14 014-Impact fee -Library -SF $220.00 IMP0184-14 014-Impact Fee-Parks-SFR $1,558.00 IMP0196-14 014-Impact Fee -Pub Bldg Corr- $227.50 SF IMP0197-14 014-Impact Fee -Pub Bldg Other- r $113.50 SF 1� IMP0131-14 014-Impact Fee-Road-SFR- $4,804.00 Mainland IMP0179-14 014-Impact Fee-School-SFR $6,188.00 N-ERDVeg NERD Vegetation - Vegetation $50.00 Removal NPermi685 N-Permit Fee - Residential & $1,765.56 Commercial - New & Additions NBIMS661 N-BP BIMS $5.00 -? NBPSur950 N-BP Surcharge - Permi685 - $26.48 \ Res & Comm - New & Additions NBPTru1009 N-BP Trust Surcharge - + Permi685 - Res & Comm - New $26.48 I a�la�llS N�QQ.�Q_ ��1 &Additions ceset /�8/24/201510:11:41 AM ,1 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462.1553 Fax: (772)462-1578 Payment Slip Online address: h0p://wm.stiucteco.org/planning/permitung.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Total Unpaid Fees: 1 1 $15,909.52 To check the status of your permit, day or night, use our on-line progam: http://www.stiucieco.org/planning/permitting.htm Copy and paste this in your internet browser and add it to your favorites. 8/24/2015 10:11:41 AM St Lucie County Certificate of Capacity Exemption Date 2/11/2016 Certificate No. 5624 This document certifies that concurrency will be met and that adequate public facility capacity exists to maintain the standards for levels of service as adopted in the St Lucie County Comprehensive Plan for: 1. Type of development New Single Family Residence Number of units 1 Number of square feet 2239 2. Property legal description & Tax ID no. 3402-609-0214-000-5 5601 Hickory Drive 3. Approval: Building 1506-0480 4. As part of the development: 5. On property owned by RNH Enterprises Inc 1082 W.W. Light House Drive Palm City FI 34990 Inian Rivier Estates Resolution No. Letter 2-11-16 is hereby granted a Certificate of Capacity Exemption according to the following Chapter(s) of the St. Lucie County Land Development Code: ❑ 5.03.02(A) ❑ 5.03.02(13)1 ❑ 5.03.02(B)2 ❑ 5.03.02(B)3 ❑ 5.03.02(B)4 ❑ 5.03.02(B)5 ❑ 5.03.02(B)6 d❑ 5.03.04(A) ❑ 5.03.04(A)2 ❑ 5.03.04(A)3 ❑ 5.03.04(B)t ❑ 5.03.04(B)2 ❑ 5.03.04(B)3 ❑ 5.03.04(B)4 6. Certificate Expiration Date 8/11/2016 This Certificate of Capacity is transferable only to subsequent owners of the same parcel, and is subject to the same terms, conditions and expiration date listed herein. The expiration date can be extended only under the same terms and conditions as the underlying development orderissued with this certificate, or for subsequent development order(s) issued for the same property, use and size as described herein. Signed y Date:2/11/2016 Planning and Development Services Director St Lucie County, Florida OFFICE USE ONLY: DATE FILED: REVISION FEE: 1. LOCATION/SITE ADDRESS: 2. DETAILED DESC 3. 4. 5. \. PERMIT# RECEIPT # PLANNING & DEVELOPMENT, SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 349925652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION r r OF PROJECT &)/�D0-✓ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C4G IV / 6 ST. LUCIE COUNTY CERT. #: oZ-X-39.0 BUSINESS NAME: ScfFcr«Z mzt QUALIFIERS NAME: /ZoBerc h cicAc ADDRESS: y6Yo N �ep/ =� CITY: F-7` , Ld STATE: PHONE (DAYTIME): '77A ^ 290 $ 7 FAX: OWNER/BUILDER INFORMATION: NAME: iv� B- ADDRESS:. —T CITY: STATE: PHONE: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: P.B✓I ADDRESS: /9 & q S', w r (y CITY: Ps4- PHONE (DAYTIME): 'Jha Revised OMW014 ZIP: ^a/3 ZIP: -J\v%� APPLICATION FOR DRIVEWAY CONSTRUCTION AUG 19 2015 Driveway Type: Public works New Construction (Fee $15� 00)( Upgrade/Replacement (Fee $25.00) L9t. Lucie county, FL Residential 0 Commercial ❑ Applicant Nar Mailing Owners Nam( Construction, Parcel Tax ID CQ. Phone# Addre,, /n7&-- -S 4J L 7�.ti��`lFf�l��r P A /G 6�L/ter ayt %zz -s 90 , fag j Lot#Block#Subddiviision Rt v � C-5-Z� UIV The Nearest Intersection Road/Street is e The Nearest Property Line to Proposed Driveway is Feet (This distance must be a minimum of 9' with or 6' without a culvert) Desired Driveway Width is ova Feet (Residential D/W must be between 10' Min. And 20' Max.) (Commercial D/W must be between 20' Min. And 40' Max.) Driveway Surface to be - CONCRETE 1�r ASPHALT ❑ UNPAVED ❑ PAVERS ❑ (Note: A Driveway on a Paved Road Must Be Paved and On an Unpaved Road Must Not Be Paved In the County Right -Of -Way) The Center of the Proposed Driveway will be clearly marked on S - iy - I Will Mark the Driveway with: (Driveway Must Be Marked For Permit to Be Processed) ( ) take Marked Center Line of Driveway Placed At the Right -Of -Way Line ( A Bright Color Center Line Symbol Painted On the Edge -Of -Pavement ( Driveway to Be Centered On Garage Door Opening (Opening Must Be Visible) For All D/W Permits: A County Inspector Will Process Your Permit, Determine Grades, Setbacks Etc., On Or As Soon As Possible After The Date Marked Above. Please Allow A Minimum Of 10 (Ten) and Maximum of 30 (Thirty) Working Days From The Date Marked Above For The Permit To Be Completed To Prevent Any Hardship. Notice To Owner And Builder: The Certificate Of Occupancy (C.O.) Will Be Withheld By The Planning and Development Services Department Until All Conditions Of this Permit Are Inspected And Satisfied. I/We Agree To Abide By The "Conditions Of Driveway Construction" Listed On Page Number 2 (Two) Of The Permit Issued. I/We Agree To Construct the Driveway In Accordance With The St. Lucie County Land Development Code (Section 7.05.06) And Construction Specifications Listed In This Permit. In The Event The Culvert Fails Or Becomes Unserviceable, Or The Driveway Needs To Be Replaced For Any Other Reason, Replacement Shall Be Arranged By And At The Expense Of The Owner. Owners Date Received By Planning and Development By Date Received By Construction Inspector a- --2- 4 � r By '9 -AA - Rev. 6/10 Master Building -Permit Number Receipt Number JOSEPH E. SMITH, CLERK Ol:. ?E CIRCUIT COURT - SAINT Li,�� ± COUNTY FILE # 4221568 OR BOOK :syu'S PAGE 198, Recorded 08/18iz:,16 12:02:00 PM RECEIC-7D AUG 3 0 2016 /,5506 - 0Y8n The undrrsigncd hereby gives notice, that improvement mll be made to certain reel property, and in=mdanee lv»h Chapter 713, Florida Statutes, the following fnfmla im 4 provided in this Nairn ofLlanmaaonan. 1. DESCMMON OF ImoPF (Iclpl ad&m ifmilablc) 2mrr.w1m 3. OUNER1NFORMAUONORLESSMMQ IORNATIONIYTML65EE CONrY.411ID1439TIO; h Lana u p[apmr. _t% W A/ C!C c. NamcaMeddmroffrcavglc ddddJn (ifdiRvw rmm Oxon Gnal aborv): J. a. LT1N clown NAME: G S. SOREYY Gut 3y9Qa OLM/-S1— u� .3�9`70 87 w 7. peruns within lheStalc ofiloridadmigmted by 0"wupon uteom notices or dam doamiets may be served w provided by nn 2= Section 713.13(1)(a) 7., Florida Slapdes �OBa(' S•w /es_fJi'/yfoW (e U� LL wt -/ a. NaveWaadias:_ Tee C'_0A IZ.B-(,[?JJt1�P�'➢/m S-!� , ice/ ? ZL 't •7 U b. PIwR nanbnsafd®gwd evemB: �? 9 ^ - %L R .- 0 8. a In addition to himselfor hersel[ Ormer desiPJWes Of — LL to rexcive a mpy of the Limw's Nairn as provided in Section 713.13 (I)(b),Florida 81a1des. ¢�yQix H A fhmie �vmber o{Pamn uadty 4vBmadb/OmQ 9. Fnpirotimi dmo ofnodm ofmmmmoemaA(the "Oration dale may not be befad the completion ofcoWuctioo Bad final OOOOwO a payment to the contractor. but will be l lsm rrom the date ofrttadingunless a differrnt date is specifiaf): 7A�`UUU •w wANINOTOOINT{QEs!OI�tRYfiRAn%THEC.'�Z0 Z- 713 PAATLSEC{10N 713.13. F'1,QR1Qq MAUag ANDCAN V cn Q ARE rpm@WASQSIR nacrnTINYGIIRPAYiNf1Tw[LEFORIMPR9VFMFNI'S 7DYOIIRPROPERTY ANOTICEOFa)FL), NCTME1fFNumall w�—w(D 1F YOV Ih^.F�rO 70 OMA1N FINANCING. CONSL�~Jy ' ^•ur•m ANDITxrY.O ONTTiF, qO QTE PEFON�7FI�Y0=CS'1lLSIrF/"GGbL ..................tin.:enit e..ennnnn-v ntsnRP COMn4NL'R1G WOtIX OR RECARAI 'LG YOUR N0710EOF OOMMFNCME Ey Nr-0 Under penalty ofperjtrry, l declare that I have read don finegoing mice of —eat and flat the facts stated thmem are true to $e bins ofmylmovAdgeaM brAie(..Q- sJ—dl�'/� 4 L7 �r4 JW/ (Siga4tureofolroer or 0.orOmaeYs or Le es l rvt Name sod Prarlde Sig¢Ymry's Tit[dOffim) Authorized 0l5cerfDl-1mfParsncrWAo1l9er) . SIRIe Of Ewp_ f 0� Coulny of t" /9 /L f /6_J The foregoing inswmml Was acknaviedgal berme me by I-11y2 + l N/Jf far A_'141 (nsneofpuwn ISG �/.� (type ofauthaiiy.._eC ofocr. mtstm, auomey m fact) (lrame� ofpmty on bdol oflahoa 01mroclt Was fed) / personally KRmvn_orthodmed ldentifiotion Type ofidentificatian Ftodaml "`%%� BECKYeB CH NGOC TRAN G J?' *) (•l yay tdY COMMISSION NIR'8"U (SigoNore of NoteryP fie) EXPIRES Juno 2d. 2017 (Pnnt,Tymurs cep Commissioned Name of Notary Public) Rev.lOdi•1119 ,yi.+ (41A1399-015] FlarldeNoterySorvlwsom m 0 Planning & Development Services RECEI V p AR Z 1 2o16 Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 PLEASE SELECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. There is a $50.00 fee for the Change of Contractor. CHANGE OF SUBCONTRACTOR — Subcontractor changes are to be completed by the general contractor. e new subcontractor must fill out a Sub -Contractor Agreement Form. There is a $50.00 fee for the Change of Sub - Contractor. CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date: Site Address: 'S6(5N H '\GIB aS Permit Number: ZZ 6 y 8 State License SLC License t�Ep%y Original GCS, /subcontractor or owner/builder / State License SLC License < OreS New GC, subcontract r Reason for Cancellation The undersigned does hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if work has been performed. SIGNATURE OF OWNER (or owner/builder) PRINT State of Florida, County of St. Lucie County The following instrument was acknowledged before me this _day of 20 , by or who has produced_ Signature of Notary Revised 04/15/16 is personally know to me as D). Date SIGNAYME GENERAL CONTRACTOR (ornewGC, as applicable) RIN PTNAME 16096;r 2T v`Cc 'e/Z c State of Florida, County of St. Lucie County The following instrument was a` acknowledged beforemethis day of 20_by_q,L�__tet� �C \K i''r who is personally know to me or who has produced' - ZM p ANNA GIVENS \P VP t blic - Stale of Florida Signature of Notary ; n8t@y Comm. Expires Dec 16, 2016 :� . o. Commission # EE 851 Bonded Tnrough National Notary Assn. laYttriV' JT T s4� AAS�i V J~ A�6BY lvs rnv a us Aa r Building & Code Compliance Dhri&a&- •' sUIIDIlVGPERNTIT RECEIi -� AP,? -- SUS-CONTttR11A7CTOR AGREEMENT 21 7.016 SC Lucie County Contractor Cei0carionNumber. nI V U State of Florida Certification Number (If applicable): U h g 2 have agreed to be the sub -contractor for �az3 Contraomr) - - — (Type of de) / for the project located at 5 &0/ M/C Pe /- (Project Street Ad ess or C�, It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) WSMSS QUALM' R (Name ot`the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: C��� i7. entail: ({lJyf (�n �cr i a r�vvcv �-cLl SO sJEi Phone: -7,1Z STGNATCTRE / ?F=NAME�^ STATE OF FLORTDA, COUNTY OF :5,r . L LCC ( e ,1-19-11 DATE THE FOREGOING INSTRUMNT WAS SIGNED BEFORE ME TIUS A DAY OF A- P P-1 L- 20 � _ BY WHo is PEksoNALLY IINOWN N OR HAS PRODUCED ASIDENTMCATION, 6�G ATURE OF NOTARY PUBLIC ;:: _ p 56/1 +1^��0". SYCVIA COLAh _�� r;z Commission a FF �, 23� � My Commission 3hm n�°- January 27, OFFICE USE ONLY- ' PERMCf;. � (STM- P) Ihorn Bldg Eot FM:77MMI CA., 1? PU16 UI I'VA01 n building & Code Compliance Divisi�l _ 13MW)NG PERMIT SMCONTRACTORAGREEMENT SL Lucie County Contractor Certibcstica Number: Stato of Florida Certi6cadm Number (trappGrabue): C.CLt3303:)a C� JK_ LO o PISol.!( 1p NS r n� . have agreed to be the (Company Name/Individual Name) I&T /A/ J - sub -contractor for _SC1kgee_ 'u" �Welm�`C�J (Type of rade) 2 C&2 -6r^9-Cb?/Y_c�ee% 1P rY Contractor) for the project located It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St, Lucie County by filing a Cbmge of Sub -contractor notice. (Form: SLCCDV (Nu. 004-00) BUSINESS QU'ALDMR (Noma ofthe iriSividaal shown on the Coatrector's License) NOTARIUD SIGNATURl;S ARE REQtl RED $asinessNamo: 0-A-c F-aoftnD SGkqfh4qV4 +� Address: _$12 SF IAV%C.O(✓1 M. City/SmDazip: b Nufk QL -A--� Phone: 2 1 a - 110'3-3 42 1 email: a l(kexoo fUs Lv ao1 • Co SIGN L icaL..,.l2ao 4 y/. PRINT NAMI; . DATE STATEOFPLORIDA,COUWIYOF__t{! THE FOREGOING INSTRIJMFNT WAS SIGNED REFOR E ME TNIS,, &DAY OF _- 4e4e l _. 20 /(, BY!N640_iLd L 6Wq 0 I5 PERSONALLY .: r LAN p AS IDENTIFICATION E%PIRE3 JaMIB y 3, 2020 9erd�enwxuen Poueu,ea,Maa (STAMP) SIGNATURE OF NOTAR PUBI lC ,_' : PRINT NAM OF NOTARY PUBLIC OM,C$ L SE Y. 1-7Ir# Issue DATE /,-OT— 36 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT SUB -CONTRACTOR SUMMARY �C/glYl2eiZ_ 1W d-A-'d ;e&J C0 will be using the following sub -contractors for the (Company/Individual Name) project located at J`ZO (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical l / O V-21, 0 /.S— Plumbing i4 1 /Z/o /�M d iti ti C GFL /`%'2872 IIVAC/ 144,cll j4/c as-90 Mechanical c 1BlgV Roofing lj-te T cI)yOcS//�C CCG / � O� Gas Al le�9_ OFFICE USE ONLY:; PERMIT ISSUE DATE: NUMBER: I % 5 tl tzO `j Q d Revised 07/29/201436 PERMIT # 15 c) (D - 014 W ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: D a q a ram• / o, State of Florida Certification Number (if applicable): O In © I 1 (Type of Trade) For the project located at have agreed to be the dual Name) Sub -contractor for SGV)e (] C f Yi"GZ Q RrGeCJ— ec3 _uy/s(PnmaryContractor) 5601 FI` It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form .SLCCDv (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED By M vfavcL Tl A" _ WHO IS PERSONALLY KNOWN V_ OR HAS PRODUCED SIGNATURE OTARY PUBLIC SLCPDS: 08/06/2014 AS IDENTIFICATION. (STAMP) STACEYGARCIA EXPIRES: May 16, 2o17 Bonded Tftruftw Pu61cUndem7km PW' ING & DEVELOPMENT SERI. � ,TS Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number. State offlorida Certification 0e eyplicabk Number ) (~ p 1;VC (Company Namelludividual Name] ' have agreed to be the / (Type of Al sub -Contractor for SC&IZeA` P n2e,��C�j 9•Cb?/'f ��/,Mary Connactor) for the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project; I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV(No. 004-00) BUSINESS UALHUR i Q .(Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATi-7R—/F7/�S ARE REQUIRED Business Name. I i� % //O i A&L 1.11 4,;,, xuc' Address: lbid S.E. 1111 City/State/Zip: Phone: RIXA S l PRINT xAm $TO�T�E (P�RIINTNA /MEN STATE OF FLORIDA, COUNTY OF 3+, LU U L y- s /i( DATE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS Z DAY OF iri I 20� BY CC1C1P 1 Un I& WHO IS PERSONALLYKNOWN ZORHAS PROD IICED��DYida�ri�Sl�cenSc ASIDE ION. , SlUXATUMOMOTARYPUBLIC i"i1- OFFICE AMEILA P. HAR MOON Nowt' Pohlic; Sipe 01 Florida NII Winfl. EWme Jul 26. 2016 COMM135ton • EE 219766 L..l a a tP •L Cs R 1 D A — G SUBCONTRACTOR AGREEMENT SL Lucie County Contractor Certification Number: State ofFlonda certification Ntanber (If applicable): have agreed to be the VAC. P%eci^/.9 -tC•5L sub -contractor for SCd/2e4, eW,.,3t6.1ft (TypeoPTYade) .t 3yo�-�v9nc�?(Y-�^oc� �azyContracber) for the project located Street Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Departing t of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) WSINESS QUALHUR (Name ofthe Inaividual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED COI/( STATE OF FLORIDA, COUNTY OF _ THE FO GOING INSTRUMENT WAS SIGNED BEFORE = TMS: � DAY OF P ZD ny-VA M ol, n nWHO IS PERSONALLY KNOWN �OR HAS PRODUCED AS ID 1 NMCATION. TURF OF NOTARY PUBLIC ety, `F Notary Public State o1 Florida John Robert Mann 'My Commission EE 827605 EzPires 0011612018 OFFICE USE ONLY: \isctci-OLJ�a (STAMP) Planning & Development Services Building 8 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6"3 Address: 5601 Hickory Dr City / State / Zip: Fort Pierce, FI 34982 Parcel 3402-609-0214-000/5 REVIEW COMMENTS 1 Owner(s): Rnh Enterprises Inc Jurisdiction: SAINT LUCIE COUNTY Zoning: RS-4 Lot#: 36 APPLICATION INFORMATION Permit Number: 1506-0480 Stories: Permit Type: BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS) Contractor Name: Business Name: Business Addr: City / State / Zip: Robert H Scherer Scherer Management Co 4640 N Federal Hwy Ft Lauderdale, FI 33308 Review Tvne ADDRESSING ASSIGNMENT Comment: DOCUMENTS MISSING 6/26/2015 Comment: 6/2612015 Comment: 6/26/2015 Comment: 6/26/2015 Comment: 6/26/2015 Comment: Comment: 7F7/2015 7r7f2015 Comment: 7/13/2015 Comment: ENVIRONMENTAL REVIEW Comment: FRONT COUNTER REVIEW Comment: Block: 57 Automatic Sprinkler System? No Fax Number: 772-288-2139 Email: Hometec@Bellsouth.Net Status Reviewed By Date Started Date Completed Date Released COMPLETE Lydia Galbraith 7/7/2015 717/2015 717/2015 PENDING Deanna Givens 6126/2016 SUBSUMMARY ELECTRICAL SUB AGREEMENT PLUMBING SUB AGREEMENT ROOFING SUB AGREEMENT MECHANICAL SUB AGREEMENT ONLY REGISTERED OWNERS OR AGENTS ARE ALLOWED TO SIGN FOR PROPERTY OWNER. BASED ON FLORIDA DER OF STATE, DIVISION OF CORP. LINDA BIANCO IS THE ONLY REGISTERED PERSON. THE APPLICATION SHOULD BE SIGNED BY HER OR THE CONTRACTOR CAN SIGN BOTH SIDES. PLEASE SUBMIT NEW SIGNATURE PAGE. PLEASE SUBMIT AN APPLICATION FOR DRIVEWAY CONNECTION FOR THE ROAD 8 BRIDGE DEPARTMENT. VEG PERMIT FILED UNDER (R) FOR RNH ENTEPRISES INC. $50.00 FEE. COMPLETE Ben Balcer 6126/2015 7/10/2015 7/10/2015 COMPLETE Deanna Givens 6126/2016 6126/2015 6126/2015 Planning & Development Services Building & Code Regulation Division 2300 Virginla Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS PLANS EXAMINER REVIEW INCOMPLETE William Durden 7125/2015 7/25/2015 Comment: ENERGY CALC'S STATE R-19 FOR THE CIELING INSULATION, PLANS CALL OUT FOR R-30 INSULATION. PLEASE CORRECT DOCUMENTS TO REFLECT WHICH APPLICATION IS BEING USED. 7/2512015 Comment: PLEASE ADD TO THE PLANS THE CLIMATIC AND GEOGRAPHIC DESIGN CRIERIA WEATHERING AND TERMITE AREA IN ACCORDANCE WITH TABLE 301.2.(1) ZONING REVIEW INCOMPLETE Lydia Galbraith 7/612015 Comment: PLEASE PROVIDE THE PROPOSED FINISHED FLOOR ELEVATION ON THE SURVEY. THE MIN. 717/2015 REQUIREMENTS ARE 18" ABOVE CENTERLINE OF THE ROAD OR THE REQUIRED HEIGTH FOR SEPTIC SYSTEM WHICHEVER IS GREATER. ALL ELEVATIONS SHOULD BE MENTIONED IN NAVD OR A CONVERTION RATE FROM NGVD TO NAVD SHOULD BE INDICATED ON THE SURVEY. Comment: THE PROPERTY IS REQUIRED TO HAVE TWO PAVED PARKING SPACES FROM EACH 10'X18'. THE PARKING 7(7/2015 SPACES MAY BE LOCATED AT THE DRIVEWAY NEXT TO EACH OTHER OR BEHIND EACH OTHER. PLEASE ADJUST THE PROPOSED DRIVEWAY TO ACCOMODATE THE PARKING. (ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7.06.02 A(1)AND ITE PARKING GENERATION -FOURTH EDITION). 7172015 Comment: PLEASE PROVIDE TWO CORRECTED SIGNED AND SEALED SURVEYS. THE SURVEYS DO NOT NEED TO BE RESTAMPED BY HEALTH DEP. 7172015 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34082-5652 (772)462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, "SI{aa- Gay- aa)9-0ao 5 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number 15 pc- O 41 b , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. P'roW Owner Name (Please Print) Property Owner Signature Date STATE OF FLORIDA, COUNTY OF 1"Ae7 Zilj ACKNOWLEDGED BEFORE ME THIS /'/ DAY OF % , 20 / BY L %W PJ,4 6 �"�'DO WHO IS PERSONALLY KNOWN TO ME L ) OR WHO HAS PRODUCED F1_019r0,4- b G • AS IDENTIFICATION. sbiw"�e r /� SIGNATURE OYNOTARY PUBLIC TYPE OR PRINT NOTARY �O 9oZ COMMISSION NUMBER (SEAL) SLCPDSD Revised 04/11/2011 90 P` Sherry Rao ,.0 °iState of Florida . MY COMMISSION # FF 110092 Expires: April 6, 2018 NOF F�OQ Bonded through Florida W4 41 JOSEPH E. SMITH, CLERK OF THP.7RCUIT COURT — SAINT LUCIE COUNTY _ FILE N 4095012 OR BOOK 3771 ;GE 445, Recorded 07/24/2015 at 01:31) , NOTICE OF COMMENCEMENT Thc mdmsigmdh by giva W. d,, bpovmrnt WI b. mad. tam mW poPmy, andin mTmd. th Qmgm713, Florida Smddo, Um fodonfngmfmm.dm is pmvidd m Av Nmi¢ o(Cmommmvmt t.m:�rmonarvnor®n(t�.l a�.iprimdu„uowna: m.a.d ir,.a.ac)TnxsouoN .3�O.'t�6o%—zw✓.oPo-5"' 2 GFIryFdLDF.5O1Rt10N Op P4g0ygMErvT: ,(/e•[/ /M1/ice ' 7.pm &s ,,radar S=aF3ai&e i®td by Oxnaopm w. nc.m .Am d¢mnrnm mByb.S 0 S.tw.713.13(I)(.)E,Flmidn Smbdc: S•4/,./•W,401 a... in.ddidm 9. EaPvadm dart doati¢ofcmnmm�rm line rapimdm dammrynd he befom A.00mPlcdm ofomstrmrim and find mvmenl to marmb.nbr, but wdl b.l ymrfrom Ac dram ofr¢md'mB mIm.ABmrntdote is specifidy .7U_ Ondapmilryofpsjmy I dmlmcm.t I harc rind Ae fmgoingnmi¢ofcanmmmnrntmd Udine fxtssmd mmmt me ins m me bc¢ my Woddge mdbdid L.r�_ S' .Bret✓po P� to o � miss.¢..rO�wo.rY orlme•. 1prinl N.m..nd Prwid.Si�.loryYTltldOlfi¢ Amm�tlrtdolfirrr/D4rrtvR.rl.rr/Mamg.r) ,``��PG1 SmmofJ L-O-P.�1�fl �• G cumty of T+l9'P�`I1)..1 i+�V+♦� n.rot�In,ing1iw�/�ww,�fo-^^mrnowppd�eff��h,r��r¢��nm.my.r�LlLy by�\NO. 7?`Tsr7 GO .m R ( meo( ypeomm�a n.._ngo d¢, u9 j. n.dm6yi )•. fin N (imneofpsM1y m 6tldfafwhmm mmmnentwoswmmd)�vf�/'s9s,�` pmmnclly Knorvn_ar Roducd ldmdfimtim�j, 7yW ofldmdfiudm Pradumd �"•t/Ib R•T�n'� (print Type m Stamp Cmnmis "N® dNomry Pudic) M.tool.rr (SAm�wl STATE OF FLORIDA `SC LUCK: COUNTY WATER SEWER Comm RES METER SZ. M/F IRR S v ' ` D U SECURITY DEP SERVICE PEE SAME DAY FEE -� OVERTIME FEE /:3(� % ' 00 METERINSTALL.' CFC/WATER FPUA CFC CFC/SEWER GUAR. REV. j� LATERAL TOTAL t'. LV41G l.V VPII vaulu lGJ-r.V. nva c � :u.ru.Ica.r,. ra. ayrac.. NAME �Ni 2TQC 'riLlr Iii�Q�S ACCT. # v .17 - 6030. SUBDMSION � AZ—C� LOT BLOCK 13MLINGADDRES$ PHONE # 7 r �� / b MOVE IN/CLOSING DATE This application hereby request and authorizes the UCrlity'to render water and/or sewage disposal services to the premises described above in accordance with the Utilities present or future rates, rules and regulations, which by reference are made a part of this contract Applicant agrees to pay .the Utility promptly for such services in accordance with the established rules and regulations. CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE. CUSTOMER SOCIAL SEC/ SIGNATURE FED II) ,q µr NAME OF SPOUSE SPOUSE SOCIAL SEC. ` = ai DATE :RECEIVED '�D'�S CASH - CHK# St. Lucie Count - "" u6-10-2015 61:58:51 2407 6030 HOME) C B ILDERS B 560T1 ICKOgY OR FLR34982RRCt Amount Tendered: 519.00 Amount"Paid: 519.00 Chanea Due: 0.00 Thank You User ID: WARDD Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Profit Corporation RNH ENTERPRISES INC. Filing Information Document Number FEI/EIN Number Date Filed State Status Principal Address P11000004896 320330794 01/12/2011 FL ACTIVE 1082 S.W. LIGHTHOUSE DRIVE PALM CITY, FL 34990 Mailing Address 1082 S.W. LIGHTHOUSE DRIVE PALM CITY, FL 34990 Renistered Agent Name & Address BIANCO, LINDA S 1082 S.W. LIGHTHOUSE DRIVE PALM CITY, FL 34990 Officer/Director Detail Name & Address Title P BIANCO, LINDA S 1082 S.W. LIGHTHOUSE DRIVE PALM CITY, FL 34990 Annual Reports Report Year Filed Date 2013 04/17/2013 2014 04/14/2014 2015 04/21 /2015 Document Images 04/21/2015 -- ANNUAL REPORT http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/6/2015 Detail by Entity Name Page 2 of 2 View image in PDF format 04/14/2014 -- ANNUAL REPORT View image in PDF format 04/17/2013 -- ANNUAL REPORT View image in PDF format 04/16/2012 -- ANNUAL REPORT View image in PDF format 01/12/2011 --Domestic Profit View image in PDF format Copyrigh O and Privacy Policies of State http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 7/6/2015 T E Prepared by and Return to Sue Meitner, an employee of First International Title, Inc. 201 SW Port St. Lucie Blvd. Suite 205 Port St Lucie, FL 34984 File No.: 6289440 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE # 4069276 05/132015 at 05:30 PM OR BOOK 3745 PAGE 2444 - 2446 Doc Type: DEED RECORDING: $27.00 D DOC STAMP COLLECTION: $98.00 RECEV.'-u j;;;J 2 d 2015 WARRANTY DEED This indenture made on May 7, 2015, by Barbara Castiglione and Lynn Gelfand , hereinafter called the "grantor", to RNH Enterprises Inc., a Florida corporation whose address is: 1082 SW Lighthouse Drive, Palm City, FL 34990 hereinafter called the "grantee": (Which terms "Grantor" and "Grantee shall include singular or plural, corporation or individual, and either sex, and shall include heirs, legal representatives, successors and assigns of the same) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in St. Lucie County, Florida, to -wit: Parcel 1 Lot 36, Block 57, INDIAN RIVER ESTATES UNIT EIGHT, according to the Plat thereof, recorded in Plat Book 10, Page(s) 73, of the Public Records of St. Lucie County, Florida. Parcel 2 Lot 17, Block 58, INDIAN RIVER ESTATES UNIT EIGHT, according to the Plat thereof, recorded in Plat Book 10, Page(s) 73, of the Public Records of St. Lucie County, Florida. Parcel Identification Number: 3402-609-0235-000/8 The land is not the homestead of the Grantor under the laws and Constitution of the State of Florida and neither the Grantor nor any person(s) for whose support the Grantor is responsible reside on or adjacent to the land. Subject to all reservations, covenants, conditions, restrictions and easements of record and to all applicable zoning ordinances and/or restrictions imposed by governmental authorities, if any. Together with all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor Is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31st of 2014. In Witness Whereof, the grantor has hereunto set their hand(s) and seal(s) the day and year first above written. OW, L �c. _/ Imo! YI:O- 1 Signed, sealed and delivered In ourpresen (�Z-k /6�— 7X-aou a — fitness Signature Wi ess Signature Print Name: -� J ( i t Print Name, - 4&26L 7 �II7 Yf CPi State of Z/� County of CO O K The Foregoing Instrument Was Admowiedged before me on ✓ ' 7' Wd , by BarbjCastiglione, who is/are personally known to me or who has/have produced a valid r, L f G as identification. 4w4oai C`i Notary Public Printed Name: oa.4-4,er;lt& /3renlf— My Commission expires: //• -2-/. oZ. P/7 am EAL'RENTOFIWNOIS11/21/2017 - And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31st of 2014. In Witness Whereof, the grantor has hereunto set their hand(s) and seal(s) the day and year first above written. \Lynn-delfand' in ourpresence: 1� :*triess'Signatulre 'f� P`rint Na :-QUbIL2�111 ��G�tPiil State of AYi't-o11o, County of Mari cao- The Foregoing Instrument Was Acknowledged before me on by Lynn Gelfand, who^is/are personally known to me or who has/have produced "lid [ sWnr1._Svsain �SL- as identification. ry Pudic - Printed Name:?)V-"Aaa.::!j 5AAW My Commission expires:Mna; �21Z0� BRI TANYSTAHLe NARY PUBLIC-ARIZCI MWICOPCounty ' MY salon E makes May 12, 2019 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: J33815 - J33815-Hometech Contractors-1804 Model Site Information: Customer Info: Hometech Contractors Project Name: 1804 Model Model: Lot/Block: Subdivision: Address: TBD City: Ft. Pierce State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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/TPI2007 Desi&Trogram: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All Heigh][l Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 55 individual, Truss DesignDrawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T11160461 A01 5/18117 118 1 T11160478 A18G 5118/17 12 T11160462 IA02 5118117 119 T11160479 A19 I5/18117 I 13 I T11160463 I A03 5/18/17 I20 T11160480 I A20 5/18/17 I 14 IT11160464 I A04 15/18/17 I21 I T11160481 I A21 15/18/17 1 15 1T11160465IA05 5/18/17 122 1 T1 1160482 1 A22G 15/18/17 16 IT11160466 I A06 15/18/17 123 1 T11160483 1 B01 5118/17 1 17 IT11160467 IA07 15/18'17 I24 IT11160484 1B02 I5/18/17 I 18 I T11160468 1 A08 15/18/17 I25 I T11160485 1 B03 5/18/17 1 19 IT111604691A09 15/18/17 126 1 T1 1160486 1 B04G I5/18/17 110 IT111604701A10 I5/18/17 127 IT11160487IC01G I5118/17 I III 1T111604711A11 15/18/17 28 1T11160488ICO2 5/18/17 I 112 IT11160472 1Al2 6118/17 129 1T111604891CO3 15/18/17 1113 T11160473 IA13 15/18/17 130 I T111669 90 15/18/17 1 114 IT11160474IA14 51l188 0491IC5 C04 16/18/17 115 IT11160475IA15 5 32 T60492IC06G 15/18/17 I I18 IT11160476IA16 15/18/17 I33 IT11160493IC07G 15/18/17 17 IT11160477 IA17 5l18/17 134 IT11160494 D01 15/18/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters F provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius "My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification wlhat the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIrrPi 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. May 18,2017 Lee, Julius 1 of 2 RE: J33815 - J33815-Hometech Contractors-1804 Model Site Information: Customer Info: Hometech Contractors Project Name: 1804 Model Model: Lot/Block: Subdivision: Address: TBD City: Ft. Pierce - State: FL No. Seal# Truss Name I Date 35 T11160495 1 D02 5/18/17 136 T11160496 1D03G 15/18/17 1 137 IT11160497 I FG01 I5l18/17 1 138 T11160498IMV2 I5H8117 1 139 IT11160499 1 MV2A 15/18/17 I 140 IT11160500 I MV213 15/18/17 I I41 IT11160501 1 MV4 I5118/17 I I42 T11160502 M 5/18/17 I I43 T11160503 gk MV46 5/18117 I 44 IT11160504 I MV4C 5/18117 45 T11160505 ZCJ1 5/18/17 1T11160506 1 ZCJ3 I5/18/17 1 146 47 T11160507 ZCJ5 15/18/17 1 48 IT11160508 I ZEJ3 15/18/17 I49 IT11160509 1'ZEJ7 15/18/17 1 150 T11160510 I ZERA 15/18/17 1 51 T11160511 I ZEJ8T 5118/17 I52 JIT11160512 1 ZEJ9T 5118/17 I53 IT11160513 1ZEJ9TA 15/18/17 54 T11160514 ZHJ3 15/18/17 55 IT11160515 IZHJ7 16/18/17 u r 2 of 2 r East Coast Truss, Ft. Flame, FL 34946 6-1-9 I Job Truss runs Type Oty Contractors-1804 Model 9J33815A01Roof [7tyl.3,13815-Homelech Spatial 2 Reference (optional 5-7-1 4.8-15 B.11UsA r132U17MIIexinaustnes.Inc. IOUMaVIBU/:35:U42U11 Paa0l Scale -1:73.6 5.5 = s.Do 12 2x4 II 2x4 \\ 8 6 4x 6 g 3M4 C 10 16 6x8 = 1] 15 11 4x10 � � 2z4 \\ x12 " 1211 13 n g qq H 3.0012 $ 14 ly' 2x4 II 3n8 = 20 19 3x4 = 3XS = 111 _ 11-01-0 6-1-9 11-7-0 118-=9 17-115 I 29-2-0 3038 I 365-0 I 39-1-0 i Plate Offsets(XY)- 14�0-3-OEduel 19'0-3.OEdnel f11'0-3-12D.2-21 (12'0-6-00-0-141116O-2420-2-121 f18:0-5-40-1-121 (190.2-80-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 L/d PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.74 WALL) -0.25 11-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.7311-15 -452 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.90 Horz(TL) 0.38 12 n/a We BCDL 10.0 Code FBC2014/fP12007 Matrix -AS Weight 219 lb FT=O% LUMBER- 'BRACING - TOP CHORD 2x4 SP 285OF 1.BE'Except' TOP CHORD Structural wood sheathing directly applied. 7-9,1-0: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2'Except' 3-2-0 oc bracing: 18-19 5-19,11-14: 2x4 SP No.3, 11-16: 2x6 SP SS MiTek recommends that Stabilizers and required cross bracing 12-14: 2x4 SP 285OF 1.8E be installed during Buss erection, in accordance with Stabilizer WEBS 2x4 SP No.3 Installationu de. REACTIONS. (lb/sIze) 2=33/)-8-0, 19=2509/OA-0, 12=1124/0.8-0 Max Hom 2=-287(LC 6) Max Uplift 2=-216(LC 8), 19=-291(LC 8), 12=121(LC 8) Max Gran, 2=234(LC 17), 19=2509(LC 1), 12=1124(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(lb) or less except when shown. TOP CHORD 2-3=0/862, 3-5=100/2393, 5-6=437177, 6-7=313H27, 7-8=-1386/110, 8-10=1445/47, 10.11=2773/106, 11-12=-280/77 BOT CHORD 2-20=826/0, 18-19=24681258, 5-18=-2102/163, 17-18=2132r121, 16-17=0/611, 15-16=0/2262, 11-15=0/2482 WEBS 3-20=-31/488, 18-20=-883/0,3-18=-1456/329,6-17=35/2361,6-17=317/123, 7-17=873/0,7-16=0/1359, 10-16=1060/206, 10-15-0/480 NOTES. 1) Unbalanced mof live loads have been Considered for this design. 2) Wmd: ASCE 7-10; Vuft=16Omph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Upsf; h=15ft; B=59ft; L=39ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 216 he uplift at joint 2, 291 Ib uplift at _ joint 19 and 121 Its uplift at joint 12. This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. B ®WARNING- Vedrydeslgnparamer,rs and REAO NOTES ON TWOS AND INCLWEDAUTEN REFERENCE PAGEMU-)!clay. f0/0=015BEFORE USE. Design valid for use only with MRek® connectors. This mcgn is based only upon parameters shown, and Is far an Individual building component. net a truss system. Before use, the caUdhg designer must very the applkablity of mega parameters and grepeM incorporate this design IMo the overag bulldingdesign, arming indicated is to prevent buckring of ImPVcual buss web andlm chord members a*. Mc Conel temporary and permanent bracing WOW Is always required far statay and l4 prevent collapse with possible personal Injury and property damage. For general guidance regarding the xabricNion. Manage, delivery eaplan and bracing oflmsses and buss systems, see ANSMII Quality Criteria, DSBJ19 and BCSl Building Component 69M Parka East BM. 6afety Inforramon avagable from Truss Plate Inatduta, 218 N. Lee Street, Suffe 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry Ply J33815-Hometedl Contractors-1804 Model x T11160462 J33815 A02 Rcof Spedal 1 1 Job Reference (ootionel) East Coast Truss, FL Pierre, FL 34945 6 241 5x5 = 7 20 19 3x0 = 3x4 = 34 = u.11U s Aar 13 2u11 MI I ex Inausmes. Inc. IOu Mav 16 OC35:Ub 2017 Scale =1.73.4 a 21 13 14 Plate Offsets 4:0 3-0 Ed a 9:0-3-0 Ed a l l:03-12 0-2 2 12:0.8-00-0 14 16:0 2 12 0-2 12 18:0-5-4 61 12 19:Etl a 1Y1-8 LOADING (psf) SPACING. 2-M CSI. DEFL. in (too) Well IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.25 11-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(fL) -0.7211-15 >456 180 BCLL 0.0 ' Rep Stress Incr YES W3 0.90 HOfz(TL) 0.37 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 219 lb FT=0% LUMBER - TOP CHORD 2x4 SP 2850F 1.8E'Except' 7-9,14: 2x4 SP No.2 BOT CHORD 2x4 SP Na.2'Except' 5-19,11-14: 2x4 SP No.3, 11-16: 2x6 SP SS 12-14: 2x4 SP 2850F 1.8E WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=41/0-8-0, 19=2513/0-3-0, 12=1112/0.8-0 Max Horz 2-287(LC 6) Max Uplift 2=189(LC 18), 19=-135(LC 8), 12-124(LC 8) Max Grew 2=243(LC 17), 19=2513(LC 1), 12-1112(LC 1) BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be Installed during W ss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=4/858, 3.5=-66/2397, 5-6=391/90, 6-7=271/139, 7-8=1333/122, 8-10=1392/59, 10-11=.2719/119, 11-12=-276/78 BOT CHORD 2-20=729/21, 18-19=24721164, 5-18=2f04/149, 17-18=2137/194, 16-17=0/571, 15-16=0/2212,11-15=012433 WEBS 3-20=0/488, 18-20=-790/24, 3-18-1467/159, 5-17-19/2323, 6.17=J71/121, 7-17=906/0, 7-16=011336, 10-16=1060/207, 10.15=0/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wild: ASCE 7-10: Vuft=160mph (3-second gust) Vasd=124mph; TCDL-9.Opsf; BCDL=6.Ops/; h=15ft; B-59ft; L=39ft; eave=5ft; Cat. II; Exp 8; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pit bottom chord live load nonconcurrent with any other live loads. a 5)' This truss has been designed for a live load of 20.Opsf an 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 189 lb uplift at joint 2, 135 lb uplift at a olnt 19 and 124lb uplift at joint 12. +7) This Build; design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and Y." gypsum sheetrock be applied directly to the bottom chord. ,&WARNING-VWtydWgnpaamefereend READNOTES ON MSANDINCLUDEDMITERREFERENCEPAGEM 703ray. 1MMOMBEFOREUSE. Design valid brass orl MITeMconnectors. This design is based only upon parameters shown, and is bran Individual milling component, not ��• a Was system. Before use, Me building daslgner must verily the applimbility ofde9gn parameters and properly economic this design xro me overall ■■■��.YYY■■■ bulldmgdeslgn. Baring ballasted is to prevent bucking ofladedual mass web arrdfor chord members a*. AilUlonaltemporary and pemlanent bracing MOW is Mania required for stabglly and to prevent collapse with possible personal Injury and preFedy damage. For geneal guidance regaming the hErWba. storage, delivery, erection and bracing oftn sses and truss systems, see MS111P110uallry Crllerla, DSM9 and BCSI Building Component 6901 Pans Seat Blvd. SMetylnfomuUon avallable (rum Truss Plate ingWe.210 N.lee Street. S M 312, Alexandra, VA22314. Tampa, FL 36010 Truss Type Oty Pty J33815-Hometech Contractors-1804 Model x FJ3381 �ZssSp T11160463 A03 edal 1 7 Job Reference(optlonall East Coast Tress. Ft. Pierce, FL 34946 6.00 12 2 1 $'1G U-110 5 Apr 13 2017 :F9OwjB8mW9yOwS_AazFMpl-I 2624 —' 28,9.12 2-11a i a742 5x5 = 7 IdIrl 2x4 II 8 Inc. l hU MBV 18 W:36:05 2017 Panel Scale -1:725 ,y� 3 d BILE] v t I$IlII d Q 14 22 [` 7x14M18SHS J 21 20 5x0 = 3x6 = 3x4 = 3x4 I 3L98 &22a 6a-d LEV? 2642Au I 3F1 I 36.1.8 o la1lls22 LOADING (psq SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.12 16-17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.3716-17 >814 180 BCLL 0.0 ' Rep Stress Incr YES NB 0.72 Hoa(rL) 0.31 15 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2'Excepl' BOT CHORD 5-20: 2x4 SP No.3, 11-17: 2x6 SP No.2, 11-22: 2x8 SP No.2 WEBS 2x4 SP No.3 *Except` 11-22: 2x8 SP No.2 REACTIONS. (lb/size) 2=267/0-8-0, 20=2158/03-0, 15=1155/0.7-1 Max Harz 2=308(LC 7) Max Uplift 2=104(1_C 8). 20=78(1_C 8), 15=174(LC 8) Max Grav 2=375(LC 17), 20=2158(LC 1), 15=1155(LC 1) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=134/384, 3-5=0/1484, 5-6=699/126, 6-7=580/175, 7.8=-1672/120, 8.10=1723/55, 10-1 1-2778/36,12-15=1137/188, 11-12=-054//33 BOT CHORD 2-21=.306/80, 19-20=-2115/106, 5-19=-1758/91, 18-19=-1301/120, 17-18=01785, 16-17=0/2348, 11-16=0/2448 WEBS 3-21=0/323, 19-21=329/97,3.19=-1090/126,5-18=0/1877, 6-18=-3241124,7.18=610/0, 7-17=0/1441, 10-17=886/162, 1D-16=0/372 PLATES GRIP MT20 2441190 M18SHS 2441190 Weight: 2201b FT=0% Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied or 3.7-1 0o bracing. MTek recommends that Stabilizers and required cross bracing be Installed during Wss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft; L=3811; eave=5ft; Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pelf bottom chord live load noncencument with any other live loads. a 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 rn between the bottom chord and any other members. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 1041b uplift at joint 2, 781b uplift at joint •20 and 174 lb uplift at joint I S. ,48) Graphical purfr representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. QWAPMNG.Valty daalgn Wnmefem ands DNOTES ON THIS ANDINCLUDED,WrEK AZFE7UENCEP4GEMD-74T3rs. 11100=015BEFOBE USE Design valid for use onlywhh MTeMV connectors. This design is based any upon parameters shown, and Is for an Individual building component, not a truss system. Baron use, the building designer mud verify 0e applicabBty, of design parameters and property Incorporate Nis design Into Me overal buffdngdedgn Bmonghdic OistoproentbmMbgof0drdualtrssweben wOoNmemWmonty. AddNmtsllempomryandpermanealbmong WOW Is aWaya required fart uddy and to prevent collapse with posdble personal injury and property damage. For general guidance regarding the fabrication. storage. Wlvsry, erection and among ofausses and truss systems. see ANSUIPIt Quality Create, 03Bd9 and BCSI Building Component 69Da Parke Fadehd. SafetyInlomu6on available Dom Truss PineInd e,218N.Lee Saeet.SuBa312,Alexandria,VA223t4. Tampa, FL 36610 Job Truss cuss Type Oty Py J3387&HometeW Contractors-1804 Model 3 [fSteDal T11160464 J33815 A04 1 1 Job Reference fgotiona0 Y East Coast Truss, FL Pierce, FL 34946 8.110 s Apr 13 2017 MTek Industries. Inc. Thu May 18 07:36.07 2017 Page 1 ID:N_6KF90MBBatWgyOw6_AazFMpFsjlkRelOEgv6AYLvikNixTvSssmn7AwP06 70zFKh6 9 89 & -0-0 649 S]-1 4815 4-515 2-1tA 4]-12 1 ]-0i 1.4.8 15-0 Scale=1.73.0 5x5 = 6.00 FIT d 2 22 3x4 II ass = .-3xd = 21 a 3x6 = 14 to 15 2x4 II 3]Ba s-1e 11-]s 11 n.ns 2a2o ao-3a 3aso ]-32 Gte SS]. G E 52-11 62A1 BA-e a-0a 1-a3 Plate Offsets IX Yt— r4'0-3-0 Edael 19,0-3-0 Edgel if VG-3-12 0-2-31 H&G-2-12 0-2-121 120:0-5-4 0.1-121 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.11 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.3417-18 -886 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.68 HomCrL) 0.17 16 me me BCDL 10.0. Code FBC2014rrPI2007 Matra -AS Weight: 2181b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-21,11-16: 2x4 SP No.3, 11-18: 2x6 SP No.2 3-8-0 oc bracing: 20-21 WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) 2=302/0-8-0, 21=2064/0-8-0, 16=1449/0-10-9, 14=242/0.10.9 Max Hom 2=-282(LC 6) Max Uplift 2=229(1_C 8), 21=-268(LC 8), 16=21(LC 8), 14=250(LC 13) Max Gray 2=394(LC 17). 21=2064(LC 1), 16=1449(LC 1) FORCES. Ina) -Max. Comp./Max. Ten. -All forces 250 gla) or less except when shown. • TOP CHORD 2-3=184/355, 3-5=-40/1299, 5-6=7921105, 6-7=668/154, 7-8=-1689/132, 8-10=1735169, 10-11=2505/96 BOT CHORD 2.22=.359/92, 20-21=-2020/235, 5.20=-1664/140, 19-20=1126/158, 18-19=0/820, 17-18=0/2188, 11-17=0/2174, 11-16=1493/0 • WEBS 3-22=-44/284, 20-22=-377/112,3.20=.1004/301, 5-19=5/1773,6-19=322/123, 7-19=526/0.7-18=011394. 10-18=708/186, 12-15=0/316 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.0psf; h=15ft; B=5911; L=38ft; eave=5ft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide • will Fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 229 lb upin at joint 2, 268 lb uplift at • joint 21, 21 Ib uplift at joint 16 and 250 It, uplift at joint 14. ' 7)'rhis truss design requires that a minimum of 7116' structural wood sheathing be applied directly to thq top chord and W gypsum ,y sheetrock be applied directly to the bottom chord. ®WAMUNG. Vadrydestgnparameten•nd RFAONOES ON 1111ISANDrNCLUDEDF9TEKFUlE NCEPAGEAKIPM3eev. 10N370156EFORE USE Design valid Mr use only with MITeWconnectors.,Thls design is based only upon parameters shown, and Is for an Individual bu0dmg component, net a Wss system, Be4vo use, the building designer must verity Me appilwaffy of design parameters and property NwrymaM He design Into Me overall bugdingdesign. BmnglMi MlstepavenbwMingoflnWduat Wssweban&oaoNmembeno*. Adddianetempmecyandperminest Ivicing WOW Is always required for stabMayand to proven tnllepse wfth possible personal Injury and property damage, Forgenealguldanceregaming Ue Mbdcatlan,Waage, delhrery,eaGon end batlng of Waua entl Wss systems.see ANSU]PI10uality Criteria, DSBd9 and SCSI Building Component 69U Parke East Blvd. Safetylnom1aMm avallabktramTruss Pate Ins5 e,218N.Lee Street6lo3f2.Aleundre,VA22314. Tampa, FL MID Truss Truss Type Qry Pty J33815-Hometeal Contractors-1804 Model rJ33 815 ADS Roof Special 1 1 Job Reference faotlona0 East CoastTruss, FL Pierre, FL 34946 8.110a Apr 132017 MiTek Industries, Inc. Thu May 18 07:36:08 2017 Scale = 1.-72.3 5.5 = 7 18 3.4 II 31 = 3x-0 4 = 17 11-17 I 61-9 5d7 0- -9 8-2-11 62-13 6433 62-11 Plate Offsets (X.Y)— f4:03-0.Edae1.19:0-3-0.Edcel. 111:0-0-10.Edael. rl4:0-2-12.0-2-81 116:0-54.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) -0.14 13-14 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.4513-14 >684 180 BCLL 0.0 ' Rep Stress Ina YES 1a/8 0.74 Horz(TL) 0.21 11 rule Iva BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Weight: 2011b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 -Except* BOT CHORD Rigid ceiling directly applied. Except: 5-17: 2x4 SP No.3 3-6-0 oc bracing: 16-17 WEBS '2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ulde REACTIONS. (Ib/size) 2=237/0-8-0, 17=2197/0-8-0, 11=1052/0-8-0 Max Ho¢ 2=271(1_(36) Max Uplift 2=222(LC 8), 17=278(LC 8), 11-116(LC 8) Max Grav 2=349(LC 17), 17=2197(LC 1), 11=1052(LC 1) • FORCES. (Ib)-Max. Comp.fMax. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=86/478, 3-5=41/1565, 5-6=718/117, 6.7=594/167, 7-8=1725/165, 8-10=1772/103, 10-11=2789/150 BOT CHORD 2-18=433/4, 16-17=2154/244, 5-16=-1795/149, 15-16=-1371/130, 1415=01789, 13-14=57/2380, 11-13=12/2471 • WEBS 3-18=30/337, 16-18=457/17, 3-16=11141289, 5-15=18/1951, 6.15=-321/123, 7-15=-62810, 7-14-25/1490, 10.14=8661207, 10-13=0/341 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops/; BCDL=6.Opsf, h=15ft; B=598; L=3711; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right "posed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancunent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0tall by 2-0.0 wide will fit between the bottom chord and any other members. • 6) Bearing at joint(s) 11 Considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Capacity of hearing surface. 7)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 2, 276 lb uplift at V joint 17 and 116 lb uplift at joint 11. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %* gypsum sheetrock be applied directly to the bottom chord. AWARNING-Ve&ydadpnpammelems dR NOMS ON MSANDINCLVDEDI1grEx REFERENCEPAGEAffr7473r f=17015BEFORE USE. *R Design valid far use only awn MmeW tormentors. This design Is based only upon parameters shown, and Is ror an Individual building component, not p�p4- aMon system. Before use, the budding designer must vedy the applkabliy of deep paameters and property hsoipwte this design brie the overall •••��.YYY■■■ buedingdesigr. Bredng lndleated is to prevent bucld'ke olindiNdual Mass web andfor Uad members only. AddLlonallemixxaryandpermenentlacing MiTek' Is asses required for stability and to prevent collapse with poselble personal Injury and property damage. For general guidance regarding the rebrleagon.storage, de1hery, emdlon anal bredug of trusses and Wu systems, see ANSViPll Cualiy ornate. OSB49 and BCS1 Building Component 690e Peke Ead Blvd. SaferylMormation a bbiefmm Tmss PlateinMOe,218N.tee=beet,Sube312,Alexandria,VA22314. Tampa, FL 36610 Job Truss Tmss Type Dry Ply J33815-Homeledi Contractors-1804 Model • T11160466 J33815 A06 Hip 1 1 Job Reference (optional) East CoastTmss, Ft. Pierce, FL 34946 8.110 aApr 132017 MiTek Industries, Inc. Thu May 18 07:36:082017 Page 1 ID:N_6KF90wjBBdtW9y0wS_Ae FMp4KwJ6e_me?zl?n'iw5GR"ThSjrGHJWZZ3dgrXf5zF1015 • 21d 0.2A Sx5 = 7 18 17 3,6 = 3x4 v 3.4 II 4-10.5 8-0.11 LOADING (par) SPACING-. 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.13' 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.60 Vert(TL) -0.4413-14 >693 180 BCLL 0.0 ' Rep Stress Incr YES W3 0.73 Hoa(TL) 0.21 11 We n/a BCDL 10.0 Cade FBC20141TP120D7 Matrix -AS Weight: 201 Ib FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2'Except' BOT CHORD Rigid ceiling directly applied. 5.17: 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS Zx4 SP No.3 be Installed during Muss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/si e) 2=246/0.8-0, 17=2198/0.3-0, 11=1042/0-8-0 Max Horz 2=270(LC 6) Max Uplift 2=-73(LC 8), 17=121(LC 8), 11=119(LC 8) Max Grebe 2=358(LC 17), 17=2198(LC 1), 11=1042(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=101/420, 3-5=811563, 6-6=6691129, 6-7=.547/177, 7-8=-1673/176, 8-10=1733/115, 10-11=2756/164 BOT CHORD 2-18=337152, 16-17=2154/151, Sib=1793/135, 15-16=1371/104, 14-15=0/761, 13-14=6812358, 11-13=25/2442 WEBS 3-18=01336. 16-18=362/66, 3-16=1123/119, 5-15=3/1917, 6-15=311/119, • 7-14=29/1451, 10-14=-879/206, 10-13=0/333, 7-15=662/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft: L=37ft; eave=5ft; Cat II; Exp B; Encl., GCpl=0.18; MWFRS (directions[); cantilever left and night exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Us center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6) Bearing at joint(s) 11 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. J) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2, 121 Ito uplift at joint ,8;'17 and 11916 uplift at joint 11. This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNING • Vro r dealpn panmenn and READ NOTES ON THIS AND INCLUOED NITEK REFERENCE PAGE AtR-7413 nv. 1041.12015 BEFORE USE. Design said for use only amh WevO connectors. This design Is based only upon parameters Shown, and IS for an Individual balding component not [R� a truss systemre. Befouse. the building designer must verily the applkaNOly a design paremeters and Miserly imomorate MIS design ldo, the overau ■ bugdingdesign. soaring lndPALLN is to prevent budNeg of lndlddual buss web another Mod members only. Addolonaltemponry and permanent trades MiTek' IS always required for stability and to prevent collapse dth possible personal Injury and property damage. For general guidance regarding the fabrkmion. storage, delhery, emotion and loading of busses and Busa systems, we ANSM11 Quality enter , DSBA9 and BOsl adding component 69M Parke East BIM. Safetylnf0maUon ava Ne Uom Tmss Pete Institute,218N.Lea S1 Sufte3iZAlerandda,VA22314. Temps, FL 36610 Job Truss Truss Type Dry Model + �Ply �J33815-HometectiContractors-18D4 T11160467 J33815 A07 Roof Special 2 7 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 I 8.110 s Aor 13 2017 MiTek 4X4 = Inc. Thu May 18 07:36:09 2017 Scale=1:6a.7 76 2A II v.ttl III L... XRC NV I Vc.nasn[V 1V11 V.c.L LOADS IMPOSED BY SUPPORTS (BEARINGS). 34 _ 3x4= 14 TYPICAL ALL TRUSSES WITH SIMILAR CONDITION 11-11-0 I IN THIS JOB. 11-7-0 719 17-115 242-0 I 31-0-0 8-1-9 65-7 0- -1 6-2-11 8-2-11 840-0 Plate Offsets (X.Y)— 111:0-2-12.0-2-81, fl3:0-5-4.0.1-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loci War Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.05 10-11 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(rL)-0.1510-11 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.41 Horz(TL) 0.06 16 ri Na BCDL 10.0 Code FBC20141TPI2007 Malnx-AS Weight: 183111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5.14: 2x4 SP No.3 45-0 cc bracing: 13.14 WEBS 2x4 SP No.3 *Except* MITek recommends that Stabilizers and required cross bracing 9A 6: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer a la o tle REACTIONS. (lb/size) 2=506/0-8-0, 14=1541/0-8-0, 16-79710-5-8 Max Hom 2=299(LC 7) Max Uplift 2=-198(LC 8), 14=-287(LC 6), 16=51(LC 8) Max Grav 2=525(LC 17), 14=1541(LC 1), 16=797(LC 1) FORCES. (lb) - Max. CompoJMax ;Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2J=471/158, 3-5=107/472, 5.6=863/97, 6-7=739/147, 7-8=1221/173, 8-9=1246176, 10-16=-797/51, 9.10=765/82 BOT CHORD 2-15=-207/348, 13-14=.1495/253, 5-13=-1149/159, 12-13=.383/96, 11-12=0/671 WEBS 13-15=2161390, 3-13=660/274, 5.12=32H076, 6-12=326/126, 7-11=-52(795, 9-11=01860, 8-11=-407/156 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.Opsf. h=15ft; B=Sgft; L=31ft; eave=4ft; Cat. It; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 1 DO pal bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6) Bearing atjoint(s) 16 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 1981b uplift at joint 2, 287 lb uplift at 'joint 14 and 51 Ib uplift at joint 16. w8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and IN gypsum sheetrock be applied directly to the bottom chord. ®WARNING. Vedlydeafgapensubbo and READ NOTES ON TNIS ANO INCLUDED 6DTEX REFERENCE PAGE 1411-7473rer. 10,103,7016 BEFORE USE. seeses Design valld for use only wgh MlTekla ccnnedors. This tleslgn is based ony upon parameters shown, and Is for an individual o0ding component. net ®® ITSE a Was system. Before use. Me binding designer must verify No epplawily of design parameters and plopeMinwmonate Ws design into Me overeg buAdngdesign. among indicated is to pawent leading of lncMdual tress web mayor Hold members a*.. Material temporary and permanent bracing MiTek" Is always required for stabtily and to prevent Collapse with possible personal injury and property damage. Forgenemlguldanceregarongthe febandlen,storage, deMou,creation and braring of Wsses and "as systems, we AfgSIRPll quality Cdteda, DS349 and BCSI Building Component 6904 Peaks East BM. Safety Irdomlatlon avalabbbout Trues Plate IneN .210N.Lee SbeeLsole3lZNexandda,VA22314. Tampa,FL W10 Truss Truss Type Oy 815-Homelech Contractors-1804 Model 7 [4381�5 7job T711604fi8 A08 Hip 1 Reference (optional) East Coast Truss, FL Pierce, FL 34946 15 2.4 II 3x4 = 14 8.110 s Apr 13 2017 MTek Industries, Inc. Thu May 18 07:35:10 2017 Pagel ID:N_6KF9OwjBBdtW9yOvvS_A=FMpFHI0t3gnuXbHjl04UNnPZ6X5a4iF Y3M5 KekLzFn3 21-SO 11 Scale=1:69.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20147rPI2007 CSI. TC 0.48 BC 0.38 WB 0.41 Matrix -AS DEFL. Vert(LL) Vert(TL) Hoa(TL) in (loc) Vdeg L/d -0.0510-11 -999 240 -0.15 10-11 >999 180 0.06 16 We n/a PLATES GRIP MT20 2441190 Weight: 183 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid calling directly applied. Except: 5-14: 2x4 SP ND.3 4-5-0oc bracing: 13-14 WEBS 2x4 SP No.3'Except- MTek recommends that Stabilizers and required cross bracing 9-16: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=506/03-0, 14=154O/O-8-0, 16=798/0.5-8 Max Hoa 2=297(LC 7) Max Uplift 2=.199(LC 8), 14=287(LC 8), 16=51(1_13 8) Max Grav 2=526(LC 17), 14=1540(LC 1), 16=798(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 250(I1b) or less except when shown. TOP CHORD 2-3=472/158, 3-5=107/469, 5-6=864/97, 6-7=739)146, 7-8=1212/171, 8-9=1247[76, 10-16=798/51,9-10=-766/82 BOT CHORD 2-15=.207/349, 13-14=-1494/253, 5-13=-1148/158, 12-13=-379/95, 11-12=0/676 WEBS 13-15=216/392, 3.13=-659/274, 6-12=320/125, 7-11=491777, 9-11 =0/852, 8-11-389/153, 5-12=3211075 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf, h=15ft; B=59ft; L=31ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6) Bearing atjoint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. e7) Provide mechanical connection (by others) of buss to beading plate Capable of withstanding 199 Ib uplift at joint 2, 287 lb uplift at joint 14 and 51 It, uplift at joint 16. 8) This truss design requires that a minimum of 7/16'sWctural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ®WARNINO-Verlydeslgnpa...h.and READ ROTES ON MS AND INCLUDEDMITEKREFERENCEPACEMII.7473 . 10103AU)5BEFORE USE. T Design wild far use only won MITaM connecters. This design Is based only upon parameters shown, and Is bran Individual building component. not a tows ardent. Before use, the butding designer must veMylke... Intoner of design periodic. and propedy ixaryrcah this design Into Me dw.0 bugdingdesign. Bracing Indicated Is to prevent bucking dinclMdual huds web and/or chood! members only. Addbionaltemper" and permanentbracing MiTek- Isatniesrequired for stablllyand top.wort wllapso won possible personal injury and property damage. For general guidance regarding the faMiwtion,s[arege, deliwdv erection and bracing demesne and moss systems,see ANSMII Cually Creole, DS849 and mat Building Component 6901PMke Emusivd. Safeytnformation avaihbb hom Truss Ptah InsibWe.218 N. Leo SboeL Sube 312, NaxaMrla, VA T2314. Tampa, FL 36410 Job Truss Truss Type Oty Ply J33815-Hometech Contractors-1804 Model 4 T11160469 J33815 A09 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierre, FL 34946 14 2x4 11 3x4= 13 r 11-11-0 13 2017 MiTek 4x8 = 56 = e-1-9 I fi-7-0 11.5-9 i9-0O 1 24-2-0 1 31-0-0 11.o "I a .o T vT spn a1r1n Thu May 18 07:36:11 2017 Scale: 3/16"=1' Plate Offsets (X.Y)— I6:0-5-4.0-2-01, f7:0-3-0.0-2-01.1120-5-0.0-1-121 LOADING (psf) SPACING. 2-M CSI. DEFL. in (loc) Ifdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.0811-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.2211-12 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.35 Horz(fL) 0.05 15 nits n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Weight: 1761b FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* B-15: 2x6 SP No.2 REACTIONS. (lb/sae) 2=525/0-8-0, 13=151110-8-0, 15=808/0-5-8 Max Horz 2=270(LC 7) Max Uplift 2=-202(LC 8), 13=282(LC 8), 15=-53(LC 8) Max Grav 2=533(LC 17), 13=1511(LC 1), 15=808(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 4.6-0 oc bracing: 12-13 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation u de FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/162, 3-5=119/383, 5-6=906/99, &7=970/119, 7-8=1227172, 9-15=808/53, 8-9=782/89 BOT CHORD 2.14=-197/352, 12-13=-1465/247, 5-12=-1130/172, 11-12=-254/64, 10.11=-30/732 WEBS 12-14=197/391, 3-12=-595/258, 5-11=0/911, 6-10=0/410, 8-10=Of799 NOTES. 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Ops/; h=15ft; B=5911; L=31ft; eave=4ft; Cat. 11: Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water panting. 4) Plates checked fora plus or minus 0 degree rotation about Its center. ' 5) This truss has been designed for a 10.0 psi 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) 15 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 202 lb uplift at joint 2, 282 lb uplift at 'joint 13 and 53 lb uplift at joint 15. .9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. WARNING. Vadlydealgnpanmeremand READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE 111II-7473.. ION3/2015 BEFORE USE. �*R Design valld for use only with MiTeMnothedom. This design is based only upon parameters shown. and is far an hdlvldual binding component, net qqq• e Wss system. Bela, use. the binding designer mudeergy the applivability ordeslgn paameers and propedyincoryorale Mis design into 0e weal ■iii���•YYYY■■■ buldingdeagn. Bmongindicated is to preventbuctlingoflndNduai Wss web ant/ord,ONmembemordy. Addlianaltemporary and peananembucMg MiTek' Is aWays required for stability and to prevent collapse with possible personal injury and property damage. Forgenemlguldenreregam In9lhe fabdcztlon. savage. delivery, erection and among ofthesses and Wss systems, see ANSUTPI1 Quality Odteda, USM9 and BOSI Building Component 69U Parke Fast Blvd. Safety Information available fmm Tmss Pule In9Ue, 218 N. Lee BUeet, Sine 312, Alexandrle, VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J33815-Homelech Contractors-1804 Model r T11180470 J33815 A10 Hip 1 1 Job Roistering o Uonal Easl CoastTmss. Ft. Pierce, FL 34946 6-1-9 mitt, snor 1azuiI sad = _ 3x4 = 4,13 6.fx1 12 6 7 8 3x4 = 3x4 = 15 5-7.0 17 Stale = 1:59.9 LOADING (psq TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- %0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014TPI2007 CS'. TC 0.41 BC 0.48 WB 0.47 Matrix -AS DEFL, Vert(LL) Vert(TL) Hoa(7L) in (loc) Vden L/d -0.07 12-13 >999 240 -0.21 12-13 >999 180 0.07 17 n1a Na PLATES GRIP MT20 244/190 - Weight: 179 lb FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 'Except' BOTCHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3 4.5-0 oc bracing: 14-15 WEBS 2x4 SP No.3 *Except' MTek recommends that Stabilizers and required cross bracing 9-17: 2x6 SP No.2 be Installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 2=482/0-8-0, 15=1579/0-8-0, 17=783/0-5-8 Max Hom 2=246(LC 5) Max Uplift 2=-199(LC 8), 15=286(LC 8), 17-51(LC 8) Max Gmv 2=491(LC 17), 15=1579(LC 1), 17-783(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3941158. 3-5=130/570, 5-6=699/81, 6-7=539/98, 7-8=1140/77, 8-9-1182f76, 10-17=-783/51, 9.10=-751/72 BOTCHORD 2-16=-195/278, 14-15=-1533/253, 5-14=-1208/152, 13.14=-042/82, 12-13=-95/1000, 11-12=-39/1002 WEBS 14-16=204/308, 3-14=696/268, 5-13=2111012, 7-13=-649/64, 7-12=0/273, 8-12=-15/439, 9.11=14/871 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W[nd: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.Opsf; h=15ft; B=59R; L=31ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); wmllever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 [Dad 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) 17 considers parallel to grain value using ANSI?PI 1 angle to grain formula. Building designer should verify capac8y of bearing surface. ,0) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1991b uplift at joint 2, 286 lb uplift at joint 15 and 51 lb uplift at joint 17. 9) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum sbeetrock be applied directly to the bottom chord. ®WARNING• Vndlydeskaparamatea and READ NOTES ON TIPS AND INCLUDED AUTEKREFERENCE PAGE M11.7473rev. I"AcUl 4BEFORE USE. Design wood for use onlywM Wek49 connectors. This design Is based only upon parameters shown. end Is loran Individual building component not a truss system. Before use. the burding designer mustveriy the ap ticabirty ordesign parameters and property imaryerete lkb design moths overall buildingdesign.Bradngbtdlcated is to,reweMbmkingofinGNdualtruss web andforchadmembehe only. MditiomltempmaryendpmmanentbmcOg MiTek' Is always required for stablliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery. sodium and baring of" a., and Wss systems,see ANSUTPI10udlty Croons, DSB49 and BCal Building Component 6904 Parke East Blvd. safetyInformaUon availableimm Tmss Plate Ins e.218N.tee Street,a ke3lZMemndM.VA22314. Tampa. FL 36610 Truss Truss Truss Type Oty Ply J33815-Hometech Contractors-1804 Model F T11160471 FJ33815� �Al Hip 1 1 Job Reference footbirall East Coast Truss, Ft. Pierce, FL 34946 I 6-1-9 6.00 12 3e 2x4 11 14 = 3x4 = 15 4x4 = s Ppn3zulr mi exmousmes,mc. mumay ioui:ao:lazuii rage) V9yOwS_AazFMpl-ht64hhpmpVVnuTp334U6Ak9cOHyJBgpnyZlKgzFKhO 242-0 1 S"a + 31-0-0 1 2-IIA 3.3-0 3-7-0 Scale = 1:56.9 3x4 = 4x6 = 11 LOADING (pep SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plato Grip DOL 1.25 TC 0.47 Velt(LL) -0.18 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.5012-13 >457 180 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(TL) 0.11 17 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matnx-AS Weight: 173 lb FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2'Excepr BOT CHORD Rigid ceiling dlrectly applied. Except: 5-15: 2x4 SP No.3 4-3-0 oc bracing: 14-15 WEBS 2x4 SP No.3'Excepl' WEBS IRaw at midpt 7-13 9.17: 2x6 SP No.2 MTek recommends that Stabilizers and required moss bracing be Installed during truss erection, in accordance with Stabilizer Installatie u de REACTIONS. (Ib/size) 2=39410-8-0, 15=1719/0-8-0. 17=73010-5-8 Max Here 2=235(LC 5) Max Uplift 2=-195(LC 8), 15=292(LC 8), 17=-49(LC 8) Max Grav 2=401(LC 17), 15=1719(LC 1), 17=730(LC 1) FORCES. (Ib)-Max. CompJMax.Ten.-All forces 260(Ib) or less except when shown. TOP CHORD 3-5-1581940, 56=.253/44, 7-8-1523/58, 8-9=-938779, 10-17=-730/49, 9-10=696/58 BOT CHORD 14-15=-1674/259, 5-14=1390/124, 13-14-806/99, 12-13=-164/1241, 11-12=-74/816 WEBS 3.14=8661276, 5-13-3611137, 7-13=1243/161, 7-12=01496. 8-12=-141854, . 8-11=346/44, 9.11=48/785 NOTES- 1) Unbalanced root live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops1; BCDL=6.Opsf, h=1511; B=59ft; L=31it; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 6) - This truss keg 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. e 7) Bearing atjoim(s) 17 considers parallel to grain value using ANSI7TPI 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 195 IS uplift atjoinl 2, 292 lb uplift at joint 15 and 49 lb uplift at joint 17. • 9) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. � WARNING -Vw/ly dadgn perameren and READ NOTES ON I NIS AND INCL UDED MITEK REFERENCE PAGE MUJQ] rev. 1"342016 BEFORE USE. ��®® Deep "Id for use mlyw3h MlaMconnectom. This design is based only upon paiamebre down. and is bran Ndhddual binding component, not a Wss system. Before use. be banding designermud vergthe applbaeety aldasign parameters and property iuoryarale this design into me mess ��Y�• buildingdeagn. Boosting indicated is to prevent buNing of lndividuat truss web andlor chard memhere only. Additional temporary and permanent bracing MiTek' Is always required for dabdiy and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabdcdlon. storage,delivery, erection and trading crevasse and truss systems, see ANSIITPI1 Quality Cdteda, DSB29 and SCSI Building Component 69N Parke East End. Suferylnfonnation awilablehom Truss Pldelnd4,218N.Lae9Vael,Sune3iZMemndd.VA22314. Tampa, FL Wi10 Job Truss Truss Type PyTJO 815-Hometsch Contractors-1804 Model , �Qty T11160472 J33815 Al2 Hip 1 Reference o Bonal East Coast Truss. Ft. Pierce, FL 34946 $(i 44 = 49 = 2.4 II 6.11U s POr 13 ZUl I MI I ek Inausmes, IOC. I nu Mav la Ur:4U:14 3U11 yyg = Srals = 1:62.4 7 t18 21 LOADING (psp TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Ina YES Code FBC2014rrP12007 CSI. TC 0.75 BC 0.92 WB 0.96 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (lac) VdeO Lid -0.24 13-14 >999 240 -0.78 13-14 >508 180 0.60 21 Ma Ma PLATES GRIP MT20 2441190 Weight: 2121b FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 5-15: 2x4 SP No.3 WEBS 1 Row at midpt 5-13 WEBS 2x4 SP No.3'Ezcepl' Mrrek recommends that Stabilizers and required cross bracing 9.21: 2x4 SP NG.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 sguide. REACTIONS. (Ib/size) 2=1576/0-8-0,21=147410-3-8 Max Hom 2=360(LC 7) Max Uplift 2=144(LC 8), 21=105(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten: -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=2682/202, 3.5=3985/285, 5-6=2750/180, 6-7=2555/125, 7-8=31821104. 8-9=2888/65, 10-21=-1474/105, 9-10=-1447/64 . BOT CHORD 2-16=-124/2353, 5-14=0/404, 13-14=-142/3716, 12-13=88/2446, 11-12=-50/2593, 10-11=231/309 WEBS 3-16=1052/131, 14-16=130/2565, 3-14=-49/1187, 573=1275/231, 6-13-14/653, 6-12=0/376,7-12=0/1105, 8-12=21/389,8-11=553/104,9-11=119/2380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops1; BCDL=6.Opsh h=16ft; B=59ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10,0 Pat bottom chord live load nonconcunent 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) 21 considers parallel to grain value using ANSIrrPI 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 144 lb uplift at joint 2 and 105 lb uplift al r Joint 21. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and V' gypsum sheetrock be applied directly to the bottom chord. ,&WARNING. Volat deU9n Param&ersand READ NOTES ON INS AND INCLUDED M MK REFENENCE PAGE MI12473mx. I"dohO15BEFORE USE. Design valid fares. oal witin Mneke comrectoa. This design is based only upon parameters shown, and is or an meekest butting dominated. net �® a Was system. Before use, the building designer must veriytha appiirabiGy&design parameters and property Incorporate not design We Me overe0 �1Y�• bugdingdesign. Bacingndloated is to preventbusiding of lidiNduai Wss web and/orrnoolmembersonly. Mdftimailemparary and ixtranenlbacblg WOW Is always required for slablify and to prevent collapao win poseal. personal Injury and property damage. For general guidance regarding the anneal storage. delNery.real and bracing of trusses and Was systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 69U Parke East Bm. Sareylnroram a ed available from Tmss Plele Institute, 218 N. Us Street, suite 312, Ale amoria, VA 22314. Tampa, FL sell Job Truss Truss Type Oty Ply J33B15-Hometech Contractors-1804 Model r T11160473 J33615 A13 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ill s For 13 2017 MiTek 4x4 = _ 3x4 = 41 6.o0 12 6 28 7 B Inc. Thu Mav 16 07:35:14 2017 Pane 1 Sonia-1:60.6 18 17 1x4 II 1x4 11 2x4 = 24 4x4 = 4x8 = 2.4 II LOADING (i SPACING- 2- CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 15.0 Lumber DOL 1.25 BC 0.86 BCLL 0.0 Rep Stress Ina YES WB 0.96 BCDL 10.0 Code FBC2014FrP12007 Matrix -AS LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2'ExcapP 5.17: 2x4 SP No.3 DEFL. in Coo) gde8 L/d Ven(LL) -0.24 15-16 >999 240 Veri(TL) -0.73 14-15 >542 180 Hom(TL) 0.67 24 n1a me BRACING. TOPCHORD BOTCHORD JOINTS WEBS 2x4 SP No.3 *Except* 10-24: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1576/0-8-0, 24=1474/0.3-8 Max Hoa 2=333(LC 7) Max Uplift 2=-144(LC 8). 24=105(LC 8) FORCES. (lb) - Malt. CempdMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23=2687/205, 3.5=3969/266, 5-6=30441208, 6-7=2673/212, 7-8=33691112, 8-9-3188/107, 9.10=2678/45, 11-24=1474/105, 10A I=m 45/47 BOTCHORD 2-18=-127/2343, 5-16=0/364, 15-16=-178/3618, 14-15=.189/3241, 13-14=132/2872, 12-13=112/2421, 11-12=-242/302 WEBS 3-18=1047/137, 16-18=143/2551, 3.16=67/1160, 5.15=945/179, 6.15=2/103, 7-15=450/75, 7-14=01366, 8-14=-37/1440, 9-13=30/559, 10-12=104/2221, 9-12=640/103 2 -O PLATES GRIP MT20 244/190 Weight: 2141b FT=Oh Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Brace at Jt(s): 12 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vul1=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Dps1; h=151t; B=590; L-33% eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checkPsd for a plus or minus 0 degree rotation about its center. a 5) This truss has been designed for a 10.0 psf bottom chord live load nenconcument 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 24)-0 wide will Tn between the bottom chord and any other members. '1)-Bearing at Joints) 24 Considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. r8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 144 Ito uplift at)oint 2 and 1051b uplift at Joint 24. 9{ This truss design requires that a minimum of 7116" structural woad sheathing be applied directly to the top chard and W gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design pownemm and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE MO.7473nv, 10/a31015 BEFORE USE. Design vallel far use only wth MiTek® amoemars. This design is based only upon parameters shown, and Is or an N 1waal bullring component, not a truss system. Before use. the building designer mustvar'uy the appiirabiiiy of design parameters and propeM iriwrymale We design Into Me overall building design. Basing coluded is to prevent buckling of Individual ones web andlor Nord members only. Motional temporary and permanent bradidg MiTek' Is always required farslablldy and to provent collapse with possible personal Injury and property damage. Forgenealguloarwrogardingthe fabrication. storage, delivery. ameon and basing outclass and truss systems, see ANSUTPH Quality Craeda, DSBd9 and BCal Building Component 69N Parke Pass BMI. Salety Infomution avaleblefmm True$Plate In5111Ne,218N.toe Sireel SURE312A mndM.VA22314. Tampa. FL 36610 Job Truss Two Type a �Qty �Ply �J33815-HometechConfredDrs-1804MDdeI T11160474 J33815 A14 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.110 sApr 132017 MiTek Industries, Inc. Thu May 1807:35:152017 Pagel ID:N 6KF90wjBBdtIN9yOwS_Aa FMpMGEm6Nr1L7wO7nyRAQWaG9EuG5alMgn5FG2PPYZFKh_ A Sb 242- 1 -0-0 Sa-0 S1-e 4]-1d d-62 330 S94f T 4x8 = 9.00 12 3x4 = 1x4 II 4xB = Scale =1:60.6 18 17 1x4 II tx4 It yr4 = 24 4x4 = 4xB = 2.4 II 2&t-9 62b 11-1eB 1500 19]-14 20.2-0 2]-1-a 27308-0 332A &2d s80 3.id a]-t4 L&2 attA 2S8 2Sa oa e Plate Offsets (X.Y)- f40-2-0.Edgel.16:0-5-4.0-2-01. f9:0-6A.0-2-0l, f120-2A.0-1-121. f18:0-3-8.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (hoc) Vden. Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.34 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 Be 0.96 Vert(TL) -0.9913-14 -402 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 HomCrL) 0.90 24 Na n/a BCOL 10.0 Code FBC20l41TP12007 Matrix -AS Weight: 211 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 -Except' BOT CHORD Rigid ceiling directly applied. 5.17: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except' be Installed during truss erection, in accordance with Stabilizer 9-13,10-24: 2x4 SP No.2 Installation guide. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1577/0-8-0, 24=1473/0-3-8 Max Hom 2=306(LC 7) Max Uplift 2=.144(LC 8), 24=A05(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2.3=2675/207, 3-5=3949/284, 5-6=3309/245, 6.7=4007/227, 7-8=5198/269. 8-9=5198/269, 9.10=-3107/132, 11-24=14731105, 10-11=1455f70 BOT CHORD 2-18=129/2311, 5-16=-2/358, 15-16=-181/3550, 14-15=-154/3025, 13A4=227/4135, 12-13=-175/2741, 11-12=-175/327 WEBS 3-18=1036/139, 16-18=148/2514, 3.16=7011152, 5.15=703/125, 6-15=47/547, 7-13=115/1285, 9-13=177/2911, 10-12=92/2481, 9-12=404/91, 6-14=-82/1282, 7-14=851/119 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vug=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf. h=15ft; B=59ft; L=33ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directionao; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. . 5) This truss has been designed for a 10.0 psf bottom chord live lead noncorcurtent with any other live loads. 6) - This truss has been designed for a live load of 21 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. 41}Bearing at joint(s) 24 considers parallel to grain value using ANSI/iPI 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 1441b uplift at joint 2 and 105 lb uplift at joint 24. g)'Lhis truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the top chord and Y- gypsum sheetrock be applied directly to the bottom chord. ®wA6NINO- Varffytleslpnpanmatort ardlMdONOTES ON TIBSANDINCLUDED INTEKNEFENENCEPAGENr4743 . f uorMhOt5BEFONE USE. Design valid foruse onlywM MrebW connectors. This design Is based only upon parnme its shown, and Is bran Intllyidual building component, no a Wss system. Before use, Me building dealgnermun verify the applum bifM1y adesgn parameters and propeM incorporate No daslgn Into the cveren r buMIngdeslgn. Bracing Included Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wM possible personal Injury and property, damage. For general guidance regarding the fabdcadlon. storage, delivery. erection and brecing of trusses and Was systems, we ANSUIPIt Quality Criteria, DSB419 and Best Building component 6904 Pads Fan BIM. SMeylnfomoUon avellible horn Truss Plata Institute, 218 N. toe street, Sube 312, Mothers, VA 22314. Tampa, FL 38610 Job Truss Truss Type ON J33816HometeUl Contractors-1804 Model a �Ply T11160475 J33815 A15 Hip 1 1 Job Reference o gonal East Coast Tmss, FL Pierce, FL 34946 10 6-9-0 -0-0 6-9-0 6-2-12 6Do 12 8.110sAprl32017MITeklndusbies;lnc. Thu MaylS07.36:162017 Pagel ID:N_6KF9OvjBBdIW9y0wS_PazFMpF5So8lgsf6R2gxxek7lpaNn5bUz OCFFTwnyv?zFKgz 1 IV I 23-tts 1 29s-0 1 33.2.8 I 5-5-11 5-5-11 5-5-11 3.9.8 Scale = 1.58.5 3x4 = 4x4 = 3x4 = 3— 4x4 6 5 22 623 ] 8 249 1\ 1 4z9 = 1x4 II 4x4 = 3z4 = 3x4 = 3x6 = 3x4 II 3x8 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (roc) gde0 Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.15 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.40 15-16 >922 180 BCLL 0.0 Rep Stress Inv YES WB 0.62 Hom(TL) 0.12 12 rda r1a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 1971b FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid Ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16. 8-13 Mtrek recommends that Stabilizers and required cross bracing be Installed during Imes erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1557/0-8-0, 11=1256/2-7-8, 12=238/0-3-8 Max Horz 2=275(LC 7) Max Uplift 2=-139(LC 8). 11=-45(LC 8), 12=64(LC 8) Max Grav 2=1559(LC 13), 11=1286(LC 15), 12=238(LC 1) FORCES. (lb) -Meet. Comp./Max. Ten. - Ali forces 250(I11) or less except when shown. TOP CHORD 2-3=2660/204, 3-5=2080/217, 6-6=1806/224, 6-8=1715/201, 8-9=752/136, 9-10=8731131, 10-11=-1341/88 BOTCHORD 2-18=12512401, 16-18=-125/2401, 15-16=-95/1887, 13-15=102/1516 WEBS 3-16=631/122, 5-16=01520, 6-15=-373/90, 8-15=0/648, 8-13=-1223/115, 10-13=-25/1166 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-sewn gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.Opsg h=15ft; B=59ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end verticel [attend right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par 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, with BCDL = IO.Ops(. • 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 139111 uplift atjolnt 2, 45 lb uplift at joint 11 and 64111 uplift at joint 12. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the lop chord and V7 gypsum sheetrock be applied directly to the bottom chord. s ®WARN/NO- Venrydeafgnparemereraend R£/IDNOTES ON TNISANDINCLUD£D,MFEKR£FERENCEPAGEatr 703.. 1003AN ISBEFORE USE. Design vald for use onlywbh MrreeDwnnedos. This design is based only upon parameters shown, and is bran NdiWdudl seeding componerL not a Wss system. Based use, me building designer must verryMe apaltablety storage parameters and property Waryoade Ina design lmotheovereg ��-�•�YYY buOding Ceders. Erasing inelated Htopre MbudMgofindiWdual Wsaweband/dr Oonlmembem only. Motional temporary and permanent brao,ng MiTek' Is always required for stability and to prevent collapse wM1h poss,ble personal lnlury and property damage. For general guldanco seaming the fabrlomlon. storage, did"ry,eree6on and erasing of trusses and Wes systems, see MSMIt Quality Cribb. DSB49 and BCSI Building Component 6904 Parke East BIM. Safely Information available ham Truss Plate Institute, 218 N. Lee Street, Suite 312, Amount, VA 22314. Tampa, FL se610 Tmss Type Oly Py J33615-HometechContmctors-1804ModelT111fi0476 •Truss F �A16 Hip i 1 Job _Reference (op8onal East Coast Trusts. Ft. Pierce, FL 34946 8.110sA.prl32U17Milexlnausmes,lna. Inu Mayle UC3b:1/2U1/ Scale=1:57.8 4x8 = 1.4 11 3x4 = 3x8 = 3.4 40 = 3v1 = IA II 3x4 = 3x8 = 3x4 =led II axis = 2x4 11 3x4 = 11-6 S9-0 D 17.1V 0A 2461z 36108 J - 3S2A SSA Sz-12 6.1M CAA 12 1-aa LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In floc) Well Idd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.09 16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.3014-16 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB O.64 Horz(TL) 0.11 11 n/a ma BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 1971b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP Nd.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1459/0-8-0, 11=1591/0-3-8 Max Horz 2=248(LC 7) Max Uplift 2=-135(LC 8), ll=-113(LC 8) Max Gray 2=1463(LC 17), 11=1591(LC 1) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(I11) or less except when shown. TOP CHORD 2-3=2499/193, 3-4=2030/209, 4-5=1882/222, 5-7=-1882/222 BOT CHORD 2-17=-12712157, 16-17=-127/2157, 14-16=68/1752, 12-14=-91/1254, 11-12=-91/1254 WEBS 3.16=-501/95,4-16=0/426,4-14=-11/290,5-14=-096/126,7-14=-58/820, 7-12=0/260, 7-11-17121131, 8-11=371/107 Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. 1 Row at midpt 7-11 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aulde NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opst hot 511; B=59ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 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 antl any other members. • 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 135 It, uplift at joint 2 and 113 Ib uplift at joint 11. 8) ThIs truss design requires that a minimum of 7/16- structural wood sheathing be applied directly to the lop chord and W gypsum 'sheetrock be applied directly to the bottom chord. ®WARNING-VeMydWgnpa ofe endR ONOTESONTMSANDINCLUDEDrATFJ(REFERENCEPAGENO-7473mipm=NSBEFOREUSE. �*e Deep wind for use only with unbridlecom,edors. Ibis design is barred only upon parameters shows. and is far an hear burring component nor aruss system. Before use, the burning designer must verify no applitabirdy of design parameters and property Nwrpreate the design into Me overall -•Y� buildingdesign. Bracing indicated is to prevent bucNing of individualWas web andlor Mod members only. Additional temporary and permanent raising MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guidance regaling the fabrication, storage. dellary, erection and bracing armatures no Was systems. sea ANSUIPI1 Quality Criteria, asaae and SCSI Sunni, Component Cards Patke Earn SIA. Safetyinformation available fmm Truss Plate Institute. 218 N.Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type ON PN J33815-Hometech Contractors-1804 Model r TI1160 777 J33815 A17 HaR Hip 1 1 job Reference o t'onal East Coast Tmss, Ft. Pierce, FL 34946 d,11U5nDn32U11MnexinaUSMeS,Dla. lnu Mavttl Ull4b:tbzetl Paget Scale = 151.8 4x8 = 3x4 = 3x4 = 314 = tx4 3x4.= 4 19 5 20 6 7 21 8 8 4x4 = 3x4 = 3x4 = 3x4 = 54 = 3xe = 2x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Cade FBC20141TPI2007 CSI. TC 0.69 BC 0.80 WB 0.78 Matrix -AS DEFL. Ven(LL) Vert(TL) Horz(TL) in (loc) Udell Lld -0.1213-15 >999 240 -0.36 13-15 >999 180 0.13 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 1841to FT=0% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end vemcals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling direc0y applied. WEBS 2x4 SP No.3 WEBS IRow at midpt 5-12.7-11 Mtrek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer stal o REACTIONS. (Ib/size) 2=146110-8-0, 11=1589/0-3-8 Max Holz 2=218(LC 7) Max Uplift 2-134(LC 8), 11=127(LC 5) FORCES. (lb) -Max. CompJMax.Ten.-Allforces 250(Ib) or less except when shown. TOP CHORD, 2-3=2487/238, 3-4=2197/205, 4-5-23451246. 5.7-17341191 BOTCHORD 2-15-17712167, 13-15=7211921, 12-13=110/2345, 11-12=-79/1701 WEBS 3-15=304/116, 4-15=0/377, 4-13=-44/601, 5-12=730/65, 7-12=0/598, 7-11-1985/151, B-11=440/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL-9.0psf; BCDL=6.OpsF h=15ft; B=591t; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directionaq; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water parading. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 134 lb uplift at joint 2 and 127 It, uplift at joint 11. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. y ®WARMNO-VadlydestutperamaUreaad READNOTES ON r14SANDINCLUD£DhOTENNEFENENCEPAGEMX7a3 . 10OL2015BEFORE USE. Design valid for use onywM Wekdsconnerrom This design Is based only upon parameters shown. and later an Individual bule ng component, not e truss system. Before use, the building deaigner mustwriy No applicability M design parameters and property Incorporate this design Into the overall building design. BraWg Indicated is to prevent buckling oflnu Mdual Was web andlor chord members only. Motional temporary and permanent leading MiTek" Is aWays negulned nor stability and to present collapse with Possible personal Injury and proPirty damage, For general guidance regarding the fabrication, storage, delivery, erection and bMdng oftmsses and truss systems, see ANSNTP110uality omeda, DSB419 and BCSI Building Component 8904 Parke East SM. Salary IMmmatlon available from Tmss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Truss Tmss Type Ory Ply J33815-Hometech Conbactors-1804 Model f FJ33815 T11160478 A18G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Tmss, Ft. Pierce, FL 34946 cr..:e 1x4 II 3x4 = 314 = 3xt = 1 Scale =1:57.8 1x4 II 3x4 = 19 18 34 35 17 16 36 37 15 38 14 13 39 40 12 41 11 Us = Us II 3x4 = 3x4 = 3x6 3x4 = 1x4 II 410 = 2x4 II 3x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL, in (too) Men L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.19 15-16 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Ven(TL) -0.5515-16 >665 180 BCLL 0.0Rep Suess Ina NO WB 0.60 Ho2(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SO No.2 TOP CHORD BOTCHORD 2x4 SP No.2 BOTCHORD WEBS 2x4 SO No.3 WEBS REACTIONS. (Ib/size) 2=2937/0.8-0, 12=3734/0-3-B Max Hoe 2=173(LC 7) Max Uplift 2=311(1.0 8), 12=393(LC 5) FORCES. (lb)-Max.Comp.1Max. Ten. -All forces 250(I1b) or less except when shown, TOP CHORD 2-3=5503/544, 3-4=5527/575, 4-5=-6704/707, 5-6=6350/664, 68=.6350/664 BOTCHORD 2-19=-454/4830, 18-19=-454/4830, 16-18=-040/4965, 15-16=-601/6704, 13.15=365/4095, 12-13=365/4095 WEBS 3-18=232I307, 4-18=O/804, 4-16=199/2073, 5-16=736/270, 5-15=413/53, 6.15=831/262,8-15=255/2634,8-13=0/499,8-12=-4920/474,9-12=7311226 PLATES GRIP MT20 2441190 Weight: 3661b FT = 0 % Structural wood sheathing directly applied, except end verlicals. Rigid ceiling directly applied or 10.0-0 cc bracing, Except: 6-0-0 cc bracing: 11-12. 1 Row at midpt 8-12 NOTES- , 1) 2-ply truss to be connected together with 10d (0.131NW) nails as follows: Top chords wnnected as follows: 2x4 -.1 row at 0-9-0 Go. Bottom chords connected as follows: 2x4 -1 row at 0-7-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) few in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops0 BCDL=6.Opsf; h=15ft; B=59ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 5) Provide adeguate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its writer. 7) This truss has been designed for a 10.0 pat bottom chord live bad nonconconent with any other live loads. 8)' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 311 Its uplift at joint 2 and 3931b uplift at joint 12. f}i. A IVARMNG. VerifyaeblgnparamefemandREADNOTES ONTTOSANDINCLWEDAOTENREFERENCE PAGE Wb7M7 1003R05BEFORE USE. Design valid for use onlywlN Vince connectors. This design is based only upon parametms slawn, and is bran Individual building wmponent, not �■�j a truss system. Before ma, the building designer m enwrythe applicability ofdesign parameters and properly baoryamle Wsdoogn Into the owtall ■.�� buildingdeslgn. Bracing indicated b to prevent bucWing of Individual truce web brayer chord members only. AIdNmultemponaryandpmmanentbrachl; MiTek' Is doways required no stablltty and to prevent collepsb with possible personal Injury and pmpeny damage.. For general guidance regarding me fabrication, storage, deMery, eredlon and bracing oftrusses and Was systems, see ANSIITPII Quality croons, DS049 and BC51 Building component 690e Parxe Fast BIM. Safety Informaaon available from Truss Plate Instilde, 218 N. Lee Stred, Sure 312. Alexandra, VA 22314. Tampa. FL 36610 Truss TrussType Oty Ply J33815-Hometech Contractors-1804 ModelT11160478 • FJ33815 �I%18G HALF HIP GIRDER 1 as L Job Reference (aotional) East Coast Truss. FL Pierre, FL 34946 8.110 a Apr 13 2017 MiTek Industries, Inc. Thu May 18 07:36:21 2017 Page 2 ID:N 6KF9NSBd1W9y0wS_AazFMp4SOblNOwma:g9dOb%gd7VOUsRVed3Ti dCVjcCzFKgu NOTES- 10) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 168 Ib down and 111 Ib up at 7.0-0, 152 Ib down and 104 Sir up at 9-0-12, 152 ID down and 1041b up at 11-0-12, 152 lb down and 1041b up at 13-0-12, 152 lb down and 104 lb up at 15-0-12. 152 lb down and 104 Ito up at 17-0-12, 152 Ib down and 104 Ill up at 19-0-12, 15216 down and 104 lb up at 21-0-12, 1521b down and 104 Ib up at 23-0-12, 152 lb down and 104 lb up at 25-0-12, 1521b down and 104 Ib up at 27-0-12, 152 Ib down and 1 D4 lb up at 29-0-12, and 152 Ib dam and 104 Ib up at 31-0-12, and 184 Ib down and 89 Ib up at 33-0-12 on top chard, and 612 Ib down and 58 Ib up at 7-0-0. 88 Ib dawn at 9-0-12, 88 Ib down at 11-0.12, 88 Ib down at 13.0-12, 88 Ito down at 15-0-12, 88 lb down at 17-0-12, 88 Ib down at' 19-0-12, 88 Ib down at 21-0-12, 88 Ib down at 23-0-12, 88 Ib down at 25.0-12, 8B Ib down at 27-0.12, 88 Ib down at 29-0-12, and 88 Ib down at 31412, and 108 Ib down at 33-0-12 an bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=70, 4-10=-70, 11-20=-20 Concentrated Loads (lb) Vert: 4=149(B) 10=184(13) 11=77(B) 18=-612(B) 16=67(B) 5=149(B) 6=149(B) 15=67(B)13=67(B) 8=149(B) 14=-67(B) 23=149(13) 24-149(B) 26=149(1!1) 27=149(8) 29=149(B) 30=149(B) 31=149(B) 32=149(13) 33=149(B) 34-67(B) 35=-67(B) 36=-67(B) 37=67(1!1) 38=67(1!1) 39=67(1!1) 40=67(B) 41=-67(B) ®wARMNG- Mandy4Wpnparamate i and READ NOTES ON TWSAND INCLUDED 4DI£K REFERENCEpAGE1 7473m. 104131,70169EFORE USE. Design was! for use aNywyll MAreoPwrowitrs. Thus design is based anyupon parametersslwwn, and is br an NdMdual bulling component. not �® a toss system. Before use, 0e building designer must eelythe appOwbilty&design Parameters and propeMimorporale this design Into the omrail +•��• buildingdeslgn. Bracing Isolattetl is to prsmnt bucking oflntiWdual muss web andke chord members ony. Addrloul temporary and permanent biasing Welk' Is always required far stability and to pmwnt collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication. storaga,deliwry,emotion and basing of Masson and Muss systems, we ANSDIP11 Quality Colors, DSI�89 and SCSI Building Component 69U Parke Fa"W. Safety Information amllable bom Tmss Pule Ins14Ne, 218 N.lae SIreet, Susie 312, Aleaandria, VA 23314. Tampa. FL MID Job Two TrussType sty Ply J33815-Hometech Contractors-1804 Model T1Hfi0479 J33815 A19 Hip 1 1 Job Beference (optional) East Coast Truss, Ft. Pierce, FL 34946 B-2-12 6Da 12 Sx5 5811 S5-11 S-5-11 3x4 = 3x4 = 3x4 = it Smile=1:54.9 4x4 4.4 = 3x4 = 1.4 II 3x4 = 3x4 = 3x4 = 3x4 = 3,8 =2x4 II 14 = Plate Offsets (X.Y)— f5:0-2-8.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ved(LL) -0.08 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(FL) -0.2214-16 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.40 Hom(TL) 0.02 11 n/a We BCDL 10.0 Code FBC2014rfP12007 Matrix -AS - Weight: 199 lb FT=0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-17, 6-16, 8-12 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (lb/size) 2=491/0-8-0, 17=1561/0-8-0, 11=782/Mechanical Max Hom 2=297(LC 7) Max Uplift 2=190(LC 8), 17=308(LC 8), 11=37(LC 8) Max Grant 2=492(LC 17), 17=1561(LC 1). 11=817(LC 14) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=351/122, 3-5=160/378, 6-8=-662/97, 8-9=260/103, 9-10=-304/121, 10-11=-927/52 BOT CHORD 14-16=-81/548, 12-14=-95/592 WEBS 3-17=606/280, 5-17=-1238/80, 5-16=0/732, 6-16=703/93, 8-12=581/53, 10-12=32/832 NOTES- 1) Unbalanced roof live loads have been Considered forthls design. 2) Wlnd: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.0psf, h=15ft; B=59ft; L=31ft; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. .8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190(b uplffl at joint 2, 308 Ib uplift at joint 17 and 37lb uplift at joint 11. w 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and rah' gypsum sheetrock be applied directly to the bottom chord. ®WARNING- VwDy devypnpnnswelens andFUAD NOTES ON Mis AND INCLUDED MITER REFERENCE PAGE MOTg3 xev. IomYt0166EFORE WE R Design wild for use only with Mnek®n4nnetors. This design is based only upon parameters shown, and is kr an Individual budding Complain, net �q• �® a Was system. Before use, the building designer must verily Me applimbilty of design parameter and propeM Incorporate Nis design into tie o,nrali i•••���•YYYY■■■ bu6dngdesigm Bracing Ndkated is to prevent buckling of lndNdual buss web andor chord members only. Addlonal temporary and misnomers orator, MiTek' Is always requlredfor stability and to prevent collapse with posslble personal injury and property damage. Folgenaralguidanceregardingthe fabr LBlkO,Storage, delWry, eredlon and basing silences and best sWema,see ANSMII Costly Cdterla, DSBAS and BOsl Building Component 6904 Parke Eat Blvd. Safety Information notable (rum Tense Plate Intitte, 218 N. Lee SVet, Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type Ory Pty Model a �J33815-HometechContrrrctors-1804 T11160480 J33815 A20 Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 5-94 5-242 B.11U S Apr 13 ZUl I MI I eft industries. me. Scale =1:54.7 _ 3x4 = 3x4 = 4x9 1.4 II 3x4 = 3x4 =1x4 II 3z4 = 4 5 6 22 7 8 9 10 23 11 1° 1B 17 to _-- ,a 12 14 = 1.4 3x4 = 5x8 '12.00 12 SA � 2x4 11 LOADING (pso SPACING- 2-" CSI. DEFL. in (too) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(ILL) -0.2214-15 -999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.60 14-15 >383 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 12 rda me BCOL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD Zx4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=673/Mechanical, 2=311/0-8-0, 17=1850/0-8-0 Max Holz 2=264(LC 7) Max Uplift 12=-47(LC 8), 2=-206(LC B), 17=283(LC 8) Max Grey 12=693(LC 18), 2=311(LC 17), 17=1850(LC 1) PLATES GRIP MT20 2441190 Weight: 207 1Is FT a 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bmc4ng be installed during truss erection, In accordance with Stabilizer Installation guide. FORCES. (Ib)-Max. Comp.IMax. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=53/280, 34=168/695, 7-9=603/93, 9-10=599192, 10-1 1=49111 15, 11-12=-641/86 BOT CHORD 2-18=306/0, 17-18=306/0, 16-17=-712/125, 14-15=-92/484, 13-14=-79/680 WEBS 3.17=-588/273,4-16=-45/1019,6-16=-943/18,6-15=0/726, 7-15=713/112, 7-14=0/258, 10-14=-6/633,10.13=923/104, 11-13=-46/659, 4-17=1474/119 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf, h=1511; B=5911; L=31ft; eave=4ft: Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 6) - This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit belwLen the bottom chord and any other members. 7) Refer to girder(s) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 12, 2061b uplift at joint 2 and 283 lb uplift at joint 17. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. AWARNINO-VerdydaUgaparameters andREAD MOMS ON WS AND INCLUDEDMREKRE£ENENCEPAGEIUII.703m. IMM015BEFORE USE. Design varN for use onlywith Mirada condectors. This design is based oniyupon parameters shown, and is bran indt4dual bugling component, nor ��- aWas system. serves use, Me bustling designer must vedfythe eppgrabl4ty of design parameters and property doorpost Nis daslgn brio thedverall bulidingdeslgn. Brading Indicated Is to prevent bucWing of individual dues web andloichord members only. Mifilonal temporary and permanent trading MiTek' Is always required for stabglty and to prevent collapse with possible personal Injury and property damage. For general guidance resuming Me fatdcodon,storage. deihrery,erection and trading of busses and truss systems, see MSMll Quality Cdtede, DSB49 and BOSI Building Component 6904 Parka East Bled. Safety Information available ram Tmss Prate Insfiute.218 N. Lee Street, Suds 312, Alexandra, VA22314. Tampa, R Santa Job Truss Tmss Type Oty Contractors-1804 ModelT11160481 �Ply=J3381&Hometech A21 Half Hip 1 o tlonal East Coast Truss, Ft. Pierce, FL 34945 i 4 9-0 e.11U S Apr 1J 2U1I Mi I as InOUSMea. Inc. 4.2-12 2-7-0 Scale=1:54.7 3x4 = 4x8 = 3x4 = 3x4 = 3x4 = 3x4 = izb II 3x4 = 18 17 ._ .,..._ 13 12 3z4 = 3x4 = 3x4 = 5x6 '12.00 12 5xl - 2.4 I an-0 I 11-T-0 I 13-11-0 1� 24Ji-0 T—"-i 30-411 9-0-0 2-7-0 2b0 1-0-0 1160 14)-0 5.411 I ]a LOADING (pall TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.34 BC 0.72 WB 0.56 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (too) Udell Ltd 0.14 18-21 >977 240 -0.59 14-15 a386 180 0.04 12 No n/a PLATES GRIP MT20 2441190 Weight: 1911b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied, except end vedicals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. (Ib/size) 12=654/1hilechanical, 2=280/0-e-0, 17=1900/0-8-0 Max Hoa 2=218(LC 7) Max Uplift 12-50(LC 8), 2=216(LC 8). 17=269(LC 8) Max Grav 12-669(LC 18), 2=280(LC 17), 17=1900(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -A[[ forces 250 (lb) or less except when shown. • TOP CHORD 2-3=20/364, 3-0=-46/567, 4.5=102/834, 5-6=80/368, 7-9=731/91, 9.10=-725/89, 10-11=542M12, 11-12=-616/86 BOT CHORD 2-18-330/0, 17-18=490/0, 16-17=-834/110, 14-15=-106/543, 13-14=78R76 WEBS 3-18=387/154, 4-18=-183/390, 4-17=862/226, 5-17=-1119/109, 6A6=-921/0, 6-15=0/672, 7-15=-845/122, 7-14=01306, 10-14=-121699. 10-13=-966/102, • 11-13=-57/688, 5-16=-69/1023 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wnd: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL-9.0pst,, BCDL=6.0ps0 h=15ft; B=59ft; L=31ft; eave=4ft; Cal. It; Exp B; Encl., GCpi=0.18; MWFRS (direcbonaq; canglever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked fora plus or minus 0 degree rotation about As center. 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.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (d between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss Connections. •8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 50 lb uplift at joint 12, 21611, uplift at joint 2 and 269 lb uplift at joint 17. . 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and Y." gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Valty dab apanmelenand NEAO NOTES ON THISAND INCLUDED MIFEN REFERENCEPAGEMII-IQO rev. IMMOISBEFORE USE. Design valid bruse onlywdh MTecd connecbra. This design Is based only upon parameters shown, and Is bran IndNMYal building component, not * e ITS[ a ss system. Before use, the building designer must verify the appltrablllty Mdeslgn parameters and propeVnccmorate Nis design into the overall W buildingdesign.Bm6ngindl=tadistopreventbucMing Ofind!AdualtmsswebanCorOoMmembemoMy. ADdNanaltemporm lindpmmanentbracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the eradication. storage,delivery, eeadon and bredng oftrusses and truss systems, see ANSVIP11 Quality Chteda, DSB49 and BCSI Building Component 69M Padee Said OW. Safety Information wallable from Truss Plate headline, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL $6610 U Job Truss Truss Type Dry PyTjo 815-Hometech Contractors-1804 Model r T71160482 J33815 A2TG Hal Hip Girder 1 Reference (optional) East Coast Truss, Ft. Pierce, FL M946 4x8M18SHS = r 4 J5 6.110 S AOr 13 2017 MileK Inausmes. Inc. I nU MaV 18 07:35:25 2017 Fagot Seale=1:54.4 1.4 II sail = 3a12 = 3x4 = 1x4 II 3x4 = 44 = 2a 5 2T 6 7 2A 29 a 9 An 31 10 e2 T1 11 gi, Li r •' - -- 5x5 = 21 20 34 3579 36 16 14 7341 42 12 3x4 1.4 II 3x4 = sail 5.8 �1200 17a9 =3x4 I 2 3x9 = = = I¢ LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COIL 1.25 Rep Stress lncr NO Code FBC2014rrP12007 CSI. TC 0.87 BC 0.61 WB 0.97 Matrix -MS DEFL. in floc) Udell Lld Vert(LL) 0.15 16-17 >999 240 Vert(TL) -0.4316-17 >533 180 Hou(TL) 0.10 12 n1a n/a PLATES GRIP MT20 244/190 M185HS 2441190 Weight: 184 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purling, 4-8: 2x4 SP No.t - except end verticals. BOTCHORD 2x4 SP No.2'Except' BOTCHORD Rigid ceiling directly applied or 5-2-12 oc bracing. Except: 15-17: 2x4 SP 2850F 1.8E, 10-13: 2x4 SP No.3 10-0-0 cc bracing: 13-15 WEBS 2x4 SP No.3'Excapt' WEBS 1 Row at midpt 4-19 7-16,10-16: 2x4 SP No.2 MiTek recommends that Stabilizers and required Cross bracing be installed during truss erection, in accordance with Stabilizer nstallatign aide REACTIONS. (Ib/size) 12=1566/Mechanica1, 2=160/O-8-0, 19=4778/0-8-0 Max Horz 2=172(LC 24) Max Upl'm 12=181(LC 8), 2=-331(LC 25), 19=718(LC 8) Max Gmv 12=1573(LC 18). 2=260(LC 13), 19=4778(LC 1) FORCES. (Ib)-Max. ComiddMax.Ten.-All forces 250(I1d) or less except when shown. - TOP'CHORD 2-3=159/510, 3-4=-103/625, 4-5=-384/2462, 5-6=384/2462, 6-7=-200/990, 7-9=2643/381, 9-10=-2643/381, 10-11=-2228/314, 11-12=-1488/230 • BOTCHORD 2-21=465/176, 20-21=-065/176, 19-20=-512/62, 18-19=1084/208, 17-18=288/148, 16-17=311/107, 15-16=-333/2306, 13-15=0/254, 10-15=769/223 WEBS 3.20=-335/162, 4-20=110/867, 4-19=-2569/417, 5-19=673/210, 6-19=2631/335, 6-18=31312291, 7-18=2325/357, 7-17=69/469, 7-16=436/3204, 9-16=510/161, ' 10.16=70/380, 11-15=-340/2538 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Dpst, h=15tt; 8=5911; L-31ft; eave=oft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and dght exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. a5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss hens been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chard 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. 8) Refer to girder(s) for truss to truss connections. 9)arovide mechanical Connection (by others) of truss to bearing plate capable of withstanding 181 Ito uplift at joint 12, 331 lb uplift at joint 2 and 7181b uplift at Joint 19. ntinued on was 2 AwANMNG-Vadrk-deslgnpanda.l.andiMADNOTES ON THISAND INCLUDEDADTEI(aEFENENCEPAGEM0.2473 m. iWO312015bEFORE U3E. Deal, valid for use onywM MTeMoc imedom. Thls design is based only upon parameters shoan, and is br an IndMdudl butidng component, not a Was system. Before use, the building designer mustverRy to applicability ofde9gn parameters and properly incorporate this design Imothe overall buildingdeslgn. Bracing Indicated Isla prevent bucklNg ofaciNdual hussweb andlorchord members any. Matured temporary and permanent bracing MiTek' is essays required far stability and to prevent collapse with possible personal injury and properly damage. Forgene al gu danw milaNln9 the facroatlon, damage, delivery, creation and trading oftmsses and truss systems, see ANSUTPH Dually Canaria, DSBd9 and BOst Building Component 6904 Parke East Blvd. Sifey Informallon awlleble ham Tmss Plate Institute, 218 N. Lee Street Sum 312, Alexandra, VA22314. Tampa, FL 36410 Job Truss Truss Type 0ty Ply Model ) �J33815-HometechConftractoms-1804 T11160482, J33815 A22G Half Hip Girder 1 1 Job Relevance o tlonal East Coast Truss, Ft Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu May 18 07:35:25 2DI7 Page 2 ID:N 6KF90wjBBdIW9y0wS_AazFMpFKBgXDozl7CAbKJjMm4VudGYZo74E7B4aYgT)7aFKgq NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1681b down and 110 Ib up at 7-0-0, 152 Its down and 104 Ib up at 9-0-12. 152 It, dawn and 104 Ito up at 11-0-12, 151 He down and 10316 up at 13012, 84111 down and 68 jb up at 15-0-12, 84 lb down and 68 be up at 17-0-12, 84 It, down and 68 lb up at 19-0-12, 84 lb down and fib Ib up at 21-0-12, 84 lb down and 68 Ib up at 23-0-12, 80 lb down and 661b up at 25-0-12, and 1521b down and 104 lb up at 27-0-12, and 152 lb dawn and 104 Ih up at 29-0-12 on top chord, and 612 lb down and.21 lb up at 7-0-0, 90 lb down at 9012, 88 lb down at 11-0-12, 871b down at 13-0-12, 2691b down and 461b up at 14-11-0, 2731b down and 471b up at 17012, 273Ib down and 47 to up at 19012, 273Ib down and 47 Ib up at 21012, 273 Ib down and 471b lip at 23-D-12, 223 Ib down and 461b up at 25-0-12, and 88 Ib down at 27-0-12, and 88 Its down at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. a11) 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 (pip Vert: 1-4=70, 4-11=-70, 18-22-20, 17-18=20, 15-17=20, 13-14=20, 12-13=20 Concentrated Loads (ID) ' Vert: 4=149(F) 8=38(F) 17=269(F) 20=-612(F) 7=38(F) 9=38(F) 16=-273(F) 25=149(F) 26=149(F) 27=147(F) 29=38(F) 30=38(F) 31=32(F) 32=149(F) 33=149(F) 34=67(F) 35=-67(F) 36=-66(F) 37=273(F) 38=273(F) 39=273(F) 40=-223(F) 41=67(F) 42=67(F) AWARNING -VMlydastgn parameters and BEAD NOTES ON This AND INCLUDED NITTEKREFERENCE PAGE MO.1473rav- id/UL2015BEFORE USE. Doggn valid for use wlywim MITeaDo mmeclurs. This design Is based only upon parameters shaven, and is for an InNvidual building componeM, not a truss syatem. Before use, the bulling designer must verify the applimblMy of design parameters and property lncoryorms this design Into the overag bulldingdeslgo. Bracing Indicated is to pmvent buciJNg ofiadhidual truss web andAn dlord members only. Additional temporary and permanent bracing MiTek- le slant, regulred far stabllhyand to paWent collapse with possible personal Injury and prepeny damage, Forgenemlguidanceregadingthe fabrication, storage, delivery, ereLion and bracing of trusses and truss systems, see ANSUTPIt Quality Criteria, DS549 and BCSI Building Component 69N Parke Emu DWI. Safety Information available from Truss Plata Institute, 218 N. Lee Street, Safe 312, Almundda, VA 22314. Tampa, FL 36610 r Truss Tmss Type Qty Pl7jo 815-Hometech ContmGols-1804 Model r T11760483 rJ33815 �1301 TTIC 4 el o Oonal East Coast Truss, Ft. Pierce, FL 34946 8110 s Apr 13 2017 MiTek Industries, Inc. Thu May 18 07:36:26 2017 Page 1 ID:N_6KF90wjBBdtV"S AuFMpI-pNOwQBz\IISyTIZJDDACUCokWROkp4jmUCUHQzFKgp 11-3 7 -t-0O 1-0e 1i2919 10.0D 10.11VII-.10 U:1 0 4 a76d zzan4220-0-0 21-0-0 az4 144 0.11-10 0-3-13 Scale =1:36.3 30 = 3. 2x4 = 4x4 = 3x4 = 3x9 M18SHS = 3x4 = 44 = LOADING (psQ TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 0.60 BC 0.57 WB 0.28 Malrix-AS DEFL. Vert(LL) Vert(TL) Horz(TL) Attic In (loc) Well Lld .0.37 12-14 >648 240 -0.98 12-14 >246 180 0.04 10 n/a n/a -0.2212-14 450 360 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 87 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural mod sheathing directly applied. BOTCHORD 2x4 SP 285OF 1.8E BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required -=as bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=105710.8-0, 10=1057/0-8-0 Max Horz 2=-132(LC 6) Max Uplift 2=53(LC 8), 10=53(LC 8) Max Grav 2=1111(LC 14). 10=1111(LC 15) FORCES. (lb)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=1806/24, 3-4=-1547/3, 4-5=1254/68, 5-6=011023. 6.7=Ctl024, 7-8=1253/68, 8-9=1546/3, 9-10=1806/24 BOTCHORD 2-14=0/1626, 12-14=0/1293, 10-12=0/1554 WEBS 5.7=2396/50, 8-12=0/490,9-12=-384/77,4-14=0/491, 3.14=-381/77 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.Opst, h=15ft; 13=59ft; L=20ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vergcal left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live (Dads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 360 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psQ on member(s). 4.5, 7-8. 5-7 8) Bottom chord live load (20.0 psQ and additional bottom chord dead load (5.0 psQ applied only to room. 12-14 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531b uplift at Joint 2 and 531b uplift at joint 10. 10) This truss resign requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. QWABNINO-Verifyde gnparamrfenand READNOTES ON Tr05 AND INCLUDEDAUTEKBEFENENCEPAGEM11.7473rae. 10,02/2015BEF011E USE. , Deep ward roruse ontywih Wek® mnnadors. This design is baser only upon padmeled shown. and is foran NdMdual bunting CdMument, not a Wss system. Before use, the building designer must verity D,e applicabildy ofdastgn parzmalers and prol brcaryraie this design he the owned ��.��•YYY budtingdesign. Bracing Indicated is to prevent bucWing of incMdual Was web andfor dloal members only. Addilonaitemporery and permanant bossing MiTek' le always required for stabllRy and to prevent collapse wall possible personal injury and property damage. For general guidance regarding the febdcedon.e ga, sobbery,eredion and adding of Misses and buss systems. see ANSIrnalt Quality arena, DS849 and BOS1 Building Component e904 Pence East BIM. Safety l0cmdadOn evalleble form Tmaa Plate InsgMe, 218 N.lxe Streit, Suite 312, Alexandre, VA T2314, Tampa, FL 30310 Truss Truss Type Ory Ply J33815-Hometech ContmctorsA804.Model r T11160484 5 FJ3381 B02 ATTIC 2 1 Job Reference o tiD al East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industdes, Inc. Thu May 18 07:36:27 2017 Pagel ID:N 6KF9OwjBBdtW9y0wS_AazFMpl-HayldU_YWpOJZdtlbkPlhkzAmFTG8s?7ylpszFKgo 11-07 z-nE 6-7 aSa s40 toE-10 131a1] 1661D 14g-0 zaoU 2-116 24-10 2-tas a 1 U-11-10I. 2-tas 2-]-14 3-2a 1.0-0 0-11-10 ab13 Scale=1:35.5 3x4 = I 3x4 = 3x4 = 3x8 M18SHS = 3x4 = 4x4 = Plate Offsets (X Y)- 15'0-2-0 Edael LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) 0de0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.3711-13 >641 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.57 Vert(TL) -0.98 11-13 >243 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Ina YES WB 0.29 Hom(TL) 0.04 9 Na Na BCDL 10.0 Code FBC2014ITPI2007 Matrix -AS Attic -0.2211-13 452 360 Weight: 85 lb FT=0 LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD BOT CHORD 2x4 SP 285OF 1.8E BOT CHORD WEBS 2x4 SP ND.3 REACTIONS. (Ib/size) 1=953/0-3-0, 9=1065/D.8-0 Max Horz 1=-128(LC 6) Max Uplift 1=11(LC 8), 9=54(LC 8) Max Grav 1=1010(LC 14), 9=1115(LC 15) FORCES. (lb) - Max. CompJMa 1. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1930131, 2-3=159016, 3-4=12761`70, 4-5=0/1069, 5.6=0/1047, 6-7=1289170. 7-8=1588/5, 8-9=1838/26 BOTCHORD 1-13=011783,11-13=011331, 9-11=011584 WEBS 4-6-2457/54, 7-11=0/500, 8-11=-384/77, 3.13=01642, 2-13=517/83 Structural wood sheathing directly applied Rigid ceiling directly applied. MTek recommends that Stabilizers and required crass bracing be installed during truss erection, In accordance with Stabil¢er Installation puIde. NOTES- 1) Unbalanced roof live loads have been considered forthls design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops1; BCDL=6.Opsf; h=15ft; B=59ft; L=20ft; eave=oft; Cat. II; Exile B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonamcument 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 Td between the bottom chord and any other members. 7) Ceiling dead load (5.0 psp on member(s). 3-4, 6.7, 4-6 8) Bottom chord live load (20.0 psf) and additional bottom chard dead load (5.0 pat) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift aljoinl l and 54 lb uplift at joint 9. 70) This truss Qesign requires that a minimum of 7116'structural wood sheathing be applied directly to the top chard and Y." gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Q WARNING- Vedrydesignpammeleraand READNOTES ON MS AND INCLUDED MITENREFERENCE PAGE 111II-74/3me IMMO15 BEFORE USE. �* Design vuldfcruse onlywM Was"sonnedora. This design is based onlyuponpummel..shown. end is for an NtlNidual bugling component, ad a Wss system. Before use, the ingest, designer mustw* the applicabliryofusup parameters and popery imorycnle dulls design ldo0e oven= iii���•YYYY buildingdesign. Bncsgsdi=MlslopmnntbucNsgofheVdu4Waawebandlor NON membersonry. Mdeimnitemp0raryandpemnnentb.ieg MiTek" Is ahvaysm ulred for stability and to prevent collapse with possible personal injury and pmpedy damage. Forgenemiguldanmregadingthe fabdcagon. storage. del ity,eredlon and tinting ofausses and tress systems, see AN$IIfP11 Quality C,BerIa, DSB49 and SCSI Building Component 6904 Parke East BIA. Safetylnformation availableMmTNss Plate InsN e.218N.L eSb Suite31ZNexandda,VA22314. Tampa FL Win Truss Type Cry Ply J33815-Hometech Contractors-1804 ModelT11160485 dTruss F 5 B03 ATTIC 1 1 Job Renamed (optional) East Coast Truss, FL Pierce, FL 34946 i 8.110 s Aor 132017 7x12 O 7.12 Q Inc. Thu May 18 07:36:28 2017 Scale=1:37.5 3x8 MIBSHS = 4x4 = 3x4 = 3x4 — 4x4 = LOADING (psl) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inu YES Code FBC2014RPI2007 CSI. TC 0.97 BC 0.56 WB 0.24 Matrix -AS DEFL. Vert(LL) Vert(TL) Hom(TL) Attic in (loc) Udell L/d -0.32 11-13 >741 240 -0.8411-13 >285 180 0.04 9 Na n/a -0.2111-13 467 360 PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 97 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.i'Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2, 4-5,6-7: 2x4 SP No.2 _ BOT CHORD Rigid Ceiling directly applied. BOT CHORD 2x4 SP 2850F 1.8E MTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (MIsize) 2=105710-8-0, 9=1057/0-8-0 Max Horz 2=117(LC 7) Max Uplift 2=-53(LC 8), 9=53(LC 8) Max Grav 2=1112(LC 14), 9=1112(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3=1880/23, 3-0=1600/3, 4-5=1313/68, 5.6=-130Bf73, 6-7=-1313/68, 7-8=1600/3, 8-9=1882/23 BOT CHORD 2-13=0/1709, 11-13=0/1341, 9-11=0/1624 WEBS 3-13=-420/76,4-13=0/506,7-11=0/507,8-11=-422/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsh, BCDL=6.Opsg h=15ft; B=591t; L=20ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7)' 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. r 8) Ceiling dead load (5.0 psl) on member(s). 4-5, 5-6, 6-7 9) Bottom chord live load (20.0 psQ and additional bottom chord dead load (5.0 psl) applied only to roam. 11-13 ,10) Provide mechanical connection (by others) of truss to bearing plate Capable of w0hstanding 531b uplift at joint 2 and 63 lb uplift at joint 9. 11) This trussdesign requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and Y.' gypsum sheemock be applied directly to the bottom chord. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING •Vedlydeslpnparamerenand READ NOTES ON TWSAND INCLUDED MI7EK REFERENCEPAGEM0.743rea. 10 3120166EFORE USE. ' Deep vaik for use odywth Wake, connectors. This design Is based only upon parameters shown. and Is for an hdNdual buffo ng componeM, not a Was system. Before use, the building designermustveMy the appllcabifdy, ordesign parameters and pn,pedy Incarcerate Ws design bdothe overeg , bundingdesign. Bracing Indicated isto prevent budding ofindnIcual Wss web an&cr Nab members only. Mdtlional temporary and permanent bracing Welk' is always required for easier and to prevent collapse who peace personal Injury and pmpedy damage, For general guidance regaining me fabdcatlon, storage, depvxry, erection and bracing of busses and Was systems, see ANSII1PI10uality Cdteda, DSB49 and SCSI Building Component 6904 Parka Seri BM. Saf rtybdermatlsn avagabla hem Tmaa plate Inatitme.2la N. Lee Street Sube 3f2, Aleaandda, VA 22314. Tampa, FL 36610 Job Truss Tmas Type Ory Ply J33815-Hometech ContmctorsA804 Model k T11160486 J33815 B04G Hip Girder 1 1 Jab Reference o eDna East Coast Tmss, FL Pierce, FL 341f4D 1-0-0 i iu s sspr is am r nv en nmuawea, ,,,�, ...0 ,nay ,o...ae.cc cv 3-0-0 3-0-0 4x8 tx4 II 48 = 3x4 = 4x4 3x8 = 3x4 = 3lB = 3x8 = Scale=1:36.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Suess Ina NO Code FBC2014rrP12007 CSI: TC 0.54 BC 0.97 WB 0.30 Matrix -MS DEFL. in (too) gde8 L/d Veff(LL) -0.11 11 >999 240 Vert(TL) -0.30 10-11 >791 180 Horz(TL) 0.12 8 nda Na PLATES GRIP MT20 244/190 Weight: 1041b FT=0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or2-9-4 GO puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 GO bracing. WEBS 2x4 SP No.3 MRek recemmends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-97(LC 23) Max Uplift 2=222(1_C 8), 8=222(1_C 8) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3586/411, 3-4=3385/390, 4-5=.3285/406, 5-6=.3285/406, 6-7=-33851390, 7-8=3586/411 BOT CHORD 2-13=285/3136, 11-13=210/3026, 10-11=210/3026, 8-10=285/3136 WEBS 3.13=-263/165, 4-13=0/779, 4-11=75/460, 5-11=453/144, 6-11=751460. 6-10=0t779, 7-10=.264/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf, h=15h; 8=59ft; L=2D8; eave=4ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and fight exposed ; end vertical leh and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotallon about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load noncencunent 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 rn between the bottom chord and any other members. 7) Provide meehanical Connection (by others) of truss to bearing plate Capable of withstanding 222 Ib uplift atjoint 2 and 222 Ib uplift at joint 8. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 168 16 down and 109111 up at e 7.0-0, 152111 down and 104111 up at 9-0-12, and 1521b down and 104 lb up at 10-11-4, and 168 Ib down and 109111 up at 13-0-0 on top chord, a2d 612111 down and 58 lb up at 7-0-0. 88111 down at 9-0-12, and 88 Ib down at 10-11-4, and 612 lb down and 58 lb up at 12-11-4 on bottom chord. The design/selection o1 such Connection device(s) Is the responsibility of others. • 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-6=-70, 6.9=-70, 14-17=-20 ,&WARMNo. inoodeslgapanmelem end READ NOTES ON Me AND INCLUDED MITEK REFERENCE PAGE AN-7m rev. fdAIM015 BEFORE USE. Design valid for use ontywbh Nitrate connecters. This design is based way upon parameters shown, and Is Men Individual bugding wmpOnem, not a MISS system. Belem use. the building deslgnermuatver e, applicability of deep parameters and paperty 4Korymate this design brto Me overal bulidmgdosign Bracing Indicatetl is to prevent busking of ImMidoat buss web anwor dmrd members a*. Accrinmt temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance mgaMing the fabhoaMm.storage. delivery,erection antl bracing of tresses and buss systems, sea ANSUTPII Quality Cdteda. DSM9 and Boat Building Component 69N Parke East and. safety Information availablefrom Truss Plate Ins U0,218N.Lee SU M.Bu4e312,Alexandria,VA22314. Tampa, FL 36610 Job Truss s Type Dry Py J33818-Hometerh Contractors-1804 Model 1 Pips T11160486 J33816 B04G Girder 1 1 Job Refienencia (Optional) East Coast Truss, FL Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industdes, Inc. Thu May 18 07:36:29 2D17 Page 2 ID:N_6KF9OwjBBctMOvvS_AazFMpFDy42290p20gOpxl8?Mmtg6gKvkMUxA%9TRRgukzFKgm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-149(F) 6=-149(F) 13=-612(F) 10=612(F) 20=149(F) 21=149(F) 22=67(F) 23=-67(F) ®WARNING- Verifydaalgnpeamefeno nd READNOTES ON 110SANUINCLUOEVIVITEKREFERENCE PAGE NOd472rev. 1=12015 BEFORE USE. �**e . Design validfar use cnlywSh MiTekdl mnnadors. This design is based only upon parameters shown, and is far an Individual building component, not a buss system. Bar= use, NO adding deslgnermuslverify to applicability of design parameters and x,eM ve Incorporate We design into me orag -.Y� ��+��.YYY■■■■ burdingde9gn. BrnWg Ndlated is to prevent Waiting of lnGNdual Wass weband/or NaN members oNy. MdNonaltempaary and permanent bracing MiTek' Is always fequmd far stability and to prevent collapse with possible personal Injury and pmpedy damage. For general guidance regarding the faMd on,stomge,delWg,,ereWonaMbmdngof Wssesend Wsssystems,me ANSU1P11 Quality Cdleda, DS1329 and Best Building Component sees Pack, Ea"W. SNerylnfamuUon avbNefmm Tmss Plate Ins Ve.218N.LeaSUest,suds312,Alexandria,VA22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J33816-Hometech Contractors-1804 Model s , T11760487 J33815 C01G Hall Hip Girder 1 ^ - L Job eference (optional) East Coast Truss, Ft. Pierce, FL 34946 7-0-0 ' 4-1-11 2.11-1 B.11U S ADr 1J ZU1I MI1 ex UlauSmes, inC. I nU NvW 1B UCJb:J0 2U3 f 4x4 = 5x12 = Scale =1:36.3 5 66x10 = 14 314 = 2x4 11 6,6 = HUS26 3xB = 4x4 II HUS26 HUS26 HUS26 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014rTP12007 CSI. TC 0.71 BC 0.58 WB 0.53 Matrix -MS DEFL. in Vert(LL) -0.05 Vert(TL) -0.13 Horz(TL) 0.16 (too), Well L/d 8-9 1999 240 •8-9 >999 180 14 We n1a PLATES GRIP MT20 244/190 Weight: 2181b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7: 2x4 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 2=1942/0-8-0, 14=3030/0-6-12 Max Hom 2=221(LC 22) Meet Uplift 2-192(LC 8), 14=295((_C 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3789/321, 3-4=3617/345, 4-5-15011154, 5-6=12871159, 7-11=37/519, 6-11-371519 BOT CHORD 2-10=359/3354, 9-10=359/3354, 8-9=359/3203, 7-8=-751265 ' WEBS 3-9=315/127,4-9=-207/2199, 4.8=-2450/315, 5-8=-127/337, 6-8=.296/2758 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xV) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords Connected as follows: 2x6-2 rows staggered at 0.7-0 DC. Webs connected as follows: 2x4 -1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except N noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuB=160mph (3-second gust)Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft; L=14ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 glade grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. e 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) "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 200 wide _ will Td between the bottom chord and any other members. 9) Bearing atjoint(s) 14 considers parallel to grain value using ANS1/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. •1Q Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 2951b uplift at joint 14. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 200 oc max. starting at 7.0.12 from the left end to 13-0-12 to Connect tmss(es) to back face o/ bottom chord. 12) Fill all nail holes where hanger Is in contact with lumber. ®w AN1N0. Ver/fydaMgn Parameters and BEAD NOTES ON TI05 AND INCLUDEDMITENREFEREMCEPACEMIFT410 rev. 10,0111015BEFORE USE. Deep wild foruse onywM MlTeM connedo s. This design is based only upon parameters shown. and is foran lndMdual buidaM component, no a truss system. Before use. to building designer muatveriy Me appreabgM of design parameters antl Poorly imarpoate Nis design into the overall -1Y� bulldiogdeslgm Bating molested is to prevent buakJNg of individual Muss web andler chord membere only. A4dNanaltempmaryendpermaneMbmchg M!Tek' Is allays secretive for ai and to prevent collapse with possible personal Inlury, and pmpeM damage. For general guidance regarding the Nbdom on, Morels, deihxly, emoted and bracing of Musses and Was systems, see ANSIRPII Quality Criteria, DSB49 and BC51 Building Component 6904 Parke East BIM. Safety Informaaon availabtefmm TrussPrate Ins e,219N.lee StreeLSte312,Abvandda,VA12314. Tampa, 11 36610 Job Truss Truss Type Cry Ply J33815-Homelech Contractors-1804 Model a T71160987 J33815 C01G Half Hip Girder 1 as L Jab Reference (opllonal) East Coast Truss, FL Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-5=70, 5-6=70, 2-7=20 Concentrated Loads (lb) Vert: 9=1553(B) 15=649(8) 16=673(B) 17=787(B) 8.110 s Apr 13 2017 MTek Industries, Inc. Thu May 18 D7:36:30 2017 Page 2 ID:N 6KF9Ov4BBdthMyOWS AwFMpFh9eQGV1 RpkotQ5cKY3I6MKM548nggYCJh5AiQBzFKgI ®WARNING- Vedtydesign Farsmufms entl READ NOTES ON TAUS AND INCLUDED MITEK REFERENCE PAGE 111I67473 rev. IW WO1S BEFORE USE. Design vendfor use ontywM MReks)connectors. This design Is based only upon pamonstem shown, and is bran IncMdual building comp osel, net Sul A buss system. BeraGusa, the building designermustverdrDle appri.bigly ofdmign parameters and properly inaorpoate this design info Pe oveag bugEingdesign. BaWglndimted is to prevent burAd'ingotNGNdual Wss web and/or chord members ony. Additional temporary and "modern bracNg MiTek' Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guides regarding the fabrication. storage. dalNary, ereGon and binding atheism and "as systems. me ANSIMIf Quality Counts. DSB�89 and SCSI Building Component 69N Pares Eml BM. Safety Information amflabie fmm Truss Plate tnddete. 218 N. Lee Street, Suite 312, Aklandda, VA 22314. Tampa, FL 36510 Job Truss Tress Type Cy J33815-Hometech Contractors-1804 Model s �Ply T71160988 J33815 CO2 Half Hip 1 1 Job Reference (optional) East Coast Tmss, Ft. Pierce, FL 34946 1-0-0 8.110 s Aar 13 2017 MTek Industries. Inc. Thu Mery 18 07:36:31 2017 Scale-1:34.7 4x4 = Sx12 = 56x10 = 4x4 = 3XS = 2.4 II Plate Offsets (X Y)- 12:0-1-12.Edcel, 15:0.3-4.0-2-121, 18,0-3-0.0-2-91 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Veri(LL) -0.15 7-11 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.71 Ven(TL) -0.40 7-11 >426 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.24 Horz(TL) 0.08 12 Na n1a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 81 to FT=0 LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIG No.3 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 2=733/0-8-0, 12=577/0-G12 Max Hoe 2=203(LC 5) Max Uplift 2=61(LC 8), 12=-84(LC 5) Max Gmv 2=733(LC 17), 12=577(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=904/95, 3-4=-527/49, 4-5=396/67 BOTCHORD 2-7=139/754 WEBS 3.7=400/144, 5.7=46/565 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced mot live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=6.Opsf; hot5ft; B=591t; Let4tt; eave=4R; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcunent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf an 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 atjoint(s) 12 Considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify Capacity otbearing surface. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 61 Ile uplift at joint 2 and 84 to uplift at joint 12. • 9) This truss design requires that a minimum of 71164 structural wood sheathing be applied directly to the top chord and %' gypsum sheetrock be applied directly to the bottom chord. ®WARNING • welly design pammorem and READ NOTES ON TIOS AND INCLUDED AUTENREFERENCE PAGE 1114.7413 rev. 1""015 BEFORE USE. Design who for use onyntm Knees commenters. This deugn is based any upon parameters shown, and b for an milveual building mmponent, net a truss system. Before use, the bugling designer mustverty, to applicability of design parameters and prepeMinmryorete Nis design Into Me overall buklingdesign. B uungindicatedistopreventbucl,ingofindiNdualtrusswebandhorch0mmembersonly. Mddional temporary and pemmnambradng �q Is always muffed for uabtify and to prevent collapse with possible personal injury and properly damage. For geneml guldance regarding the IVIiTOW fabdc on,eomge.delWre ereg nagbma gof Wswsmd Wssryslema,see ANSVTPI1 Quality Cdteda, DSB49 and SCSI Building Component 69M Pane Eaet Blvd. SafetylMormation miUtletrom Truss PlatelnMi e,218N.tee Street.S Re312.MSmnda,VA22314. Tampa,R 36610 Job Tlusa Truss Type Oy J33815-HometeUl Contractors-1804 Model a T11160489 J33815 CO3 Half Hip i �Ply 1 Job Reference (national East Coast Truss, Ft Pierre, FL 34946 a 3x4 = 7.1041 5,5 = 3 6.ttUSAOrl3201y MIIeKmaUSmeS,in0. mu MN10UI:db:mzutl Va9er t Ox14 = 4 Scale=1:28.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20147TPI2007 CS'. TC 0.61 SC 0.45 WB 0.22 Matrix -AS I DEFL. in IIIF Ven(LL) -0.06 Vert(TL) -0.19 Horz(TL) 0.06 (loc) gdeB Ud 6-10 >999 240 6.10 >891 180 11 n1a n/a PLATES GRIP MT20 244/190 Weight: 68 lb FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied, except end veNcals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Excepl' MTek recommends that Stabilizers and required cross bracing 4-5: 2x4 SP No.2 be installed during W ss erection, in accordance with Stabilizer be installed OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 2=746/0-8-0, 11=565/0812 Max Hom 2=173(LC 8) Max Uplift 2=71(1_C 8), 11=-93(LC 5) Max Gmv 2=746(LC 1), 11=565(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' TOP CHORD 2-3=772/51, 3-4=578165 BOT CHORD 2-6=70/585 WEBS 4-6=69/590 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=5.Opsf: h=15ft; B=59ft; L=14ft; eave=40; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water paving. 4) Plates checked for a plus or minus 0 degree rotation about Its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) - This tmss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 24)-0 wide will fit between the bottom chord and any other members. 7) Bearing alJoint(s) 11 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 71 Its uplift at joint 2 and 93 Its uplift at joint 11. -9) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and IN gypsum sheetrock Be applied directly to the bottom chord. ®WARNING-Varlly Eawgnparamelmand READ NOTES ON TMSAND INCLUDED ATTEK REFERENCEPAGE111I1-702rw. fONO/20MBEFOREUSE. Design vadd foruse ontywith Mmek0i connedi0rs. This design is based only upon parameters shown, and is loran Individual tuking camponent,not a Mass system. Before use, the building designermusivedfythe applicability Ndestgn pammeters and pmpery incorporate this design W.M. overact ■•ice■ buildingdesign. Bracing Indicated isto prevent building ofindividual gross web anchor clicrd memtere any. Mcatlmallemporaly and pmmanent bracing MiT®k' is always required for stabglty and to prevent collapse win posslNa personal injury and properly damage. For general guidance regarding Oe fabdcabomstorage, deliver, erection and trading of Masses and Mass systems. we ANSM111 Quality Criteria, OSS49 and BCSI Building Component 690l Parke Best Bird. Safeybdbrmaeon availablebbm TrussPlate Ins e,219N.lae Sireet,Su9e312,Alexandria,VA22314. Tampa, FL 36610 Job Truss Truss Type Cry Ply J33815-Hometech Contractors-1804 Model T11160490 J33815 C04 Hip 1 1 Job_Reference (optionall East Coast Truss, FL Pielce, FL 34946 3x4 = 8.110 s Apr 132017 MiTek Industries, Inc. Thu 4.4 11 17.6 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.04 6-9 -999 240 MT20 2441190 TCDL 15.0 Lumber COIL 1.25 BC 0.43 Ver(TL) -0.12 6-13 >999 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 5 Am n/a BCDL 10.0 Code FBC2014rFP12007 Matrix -AS Weight: 54111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied, WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 SP No.3 2-" be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=600/Mechanicel, 2=727/0-8-0 Max Hom 2=84(LC 7) Max Uplift 5=40(LC 8), 2=88(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=822/88, 35=714/89 a BOTCHORD 2-6=D/645, 5-6=0/645 WEBS 3-6=D/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=151t; B=59ft; L=14ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 _ 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pat bottom Nord live load nonconcunent 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 fall by 241-0 Wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss Connections. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 40 Its uplift at joint 5 and 88 Ib uplift at joint 2. 9) This truss design requires that a minimum of 7116• structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Vadydaeignpareandem and READ NOTES ON TWS AND INCLUDEDMITEKREFERENCE PAOEMII-7473m. IMM015 BEFORE USE. Design valW for use oniyweh MITekW conneciam This design is based only upon panmeten shaven, and Is by an N4lddual bugling component rid a Wss system. Bebreuse, the bulang designermust vwff the sppi4abiGlyddes16n panmetenand PapedY4xommde this design lntothe everzA buYdngdesign. SmWgNdiceledlslopmwnlbUWggotindldmi Wes Weban&"M oMmemMmony. MdGmnitemporary and pminanent bracing MiTek' Is always required for stability and to prevent collapse wM possible personal Injury and property damage. Forgeneml guldense regarting the fabdcdion.domge.dellvery,ereclbnmMbmWgoftmssesand Wss Wnams,we ANSUTPI10uallry Credit,OSB-S9 and SCSI Building Component 6001Parbe EaABlvd. Su feytnfomu6on awiNbb ham Tmss Pole Insghde, 218 N. tee Street nude 312, Abxendda, VA M14. Tampa. FL M10 Tmss Truss Type City Ply J33815-Homelech Contractors-ISD4 Model T77160491 EJ338157 �C(15 Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 4-108 14 = 41" 4x8 = s Apr 13 2U17 MITek IndusMes, mc. lnu May lU U7:35:33 2017 4x4 = 1x4 II 3x4 = 4-10.8 Scale =126.1 114 = a 4-1 PB 9-8-b 14-7.0 4.10A I F10.0 410.8 I Plate Offsets(XYl— M30-5410-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.27 Vert(LL) -0.02 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.26 BC 0.25 Vert(TL) -0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.07 Hom(TL) 0.02 5 hie n/a BCDL 10.0 Code FBC2014ffP12007 Matrix -AS Weight: 61 lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aide. REACTIONS. (Ib/size) 5=655/0-8-0, 2=732/0-8-0 Max Horz 2=64(LC 7) Max Uplift 5=-45(LC 8), 2=-86(LC 8) FORCES. (to) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=991/83, 3-4=-834/95, 4-5=-995/84 BOT CHORD 2-7=8/824, 6-7=-5/830, 5-6=-9/829 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsr; h=15ft; B=5911; L=15ft; eave=oft; Cat. II; Exp S; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its Center. 5) This truss has been designed for a 10.0 psf bottom chord live load ncnconcument with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom Nord in all areas where a rectangle 3-6-0 tall by 200 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) 01 truss to bearing plate Capable of withstanding 45 Ib uplift at joint 5 and 86 lb uplift at joint 2. 8) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and N gypsum sheetrock be"applied directly to the bottom chord. ®wARMNG - Verty uk udgn paremarer s and READ NOTES ON TMS AND INCL UDED ADTER REFERENCE PAGE MII-T4T3 rev. IW=015 BEFORE USE. Design valid foruss oNyweh MRek®ronnudus. Mnis design Is based oruy upon parameters shown, end is for en Individual buldng component, not ��• eWvsygem. aelore use, the Wang designer must wuifythe appricablGty Mdeslgn paramMes and onota7lrcorymale Nisdesign WONeovera0 buedngdesign. Bracing Indicated is to prevent buckling ofindiAdual truss web ardor NON members any. AdtlNanal temporary and pemunetd brecing MOW Is always required for stabilM and to prevent eurapse with possible personal Injury and propeM damage. Forgane aI guldanre regarding the fabrkatlon, storage, delFrery,eredion and brzdng ofbusus and truss systems. see ANSMII Oualtty Criteria, beats and SCSI Bulldlog Component 6904 Parka Fad BIW. Salary Nfnsnadon a Mbk"mTruss PMotns e,218N.Le et,Sube312,Memnda,VA22314. Tempa.FL sable Job Truss Truss Type Cry Ply J33815-Hometech Contmctors-1804 Model r T11760492 J33815 CO6G Roof Special Girder 1 1 Job Reference farptionall East Coast Tmss, Ft. Pierce, FL 34946 1d10 2.9.14 13 2017 MiTek Industries. Inc. Thu May 18 07:36:34 2017 Scale=1:28.3 4x4 = 1x4 II axe = 31 = 1.4 It 4x4 = Special U24 U24 Special 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.26 Vert(LL) -0.07 11-12 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.24 11-12 o744 180 BOLL 0.0 Rep Stress Ina NO WB 0.52 Hoa(TL) 0.04 8 nla n/a BCDL 10.0 Code FBC2014frP12007 Matnx-MS Weight: 73 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1127/0-8-0, 8=1127/0-8-0 Max Hoe 2=-74(LC 23) Max Uplift 2=-124(LC 8), 8=I24(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1789/157, 3-4=-21041176, 4-5=-2490/249, 5.6=-2490/249, 6-7-2104/176, 7-8=1789/157 BOT CHORD 2-13=66/1543, 12-13=-64/1538, 11-12=29/1249, 10-11=64/1538, 8-10=66/1543 WEBS 3-12=42/874, 4-12=11971142, 5-12=-107/1362, 5-11=-107/1362, 6-11=1197/142, 7.11=-42/874 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Writ 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.OpsY h=15ft; B=59ft; L=15ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurtent 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 2h0 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 124 lb uplift at joint 2 and 1241b uplift at joint B. 8) Use Simpson Strong -Tie U24 (4-10d Girder, 2-IDdxl 112 Truss, Single Ply Girder) or equivalent spaced at 6-2-4 oc max. starting at 4-2-6 from the left end to 10-4-10 to connect truss(es) to front face of bottom chord. • -9) Fill all nail holes where hanger Is in Contact with lumber. 10) Hanger(;) or other Connection device(s) shall be provided sufficient to support concentrated load(s)193 lb down and 1431Is up at 3.0-0. and 193 lb down and 143 lb up at 11-7-0 on top chord, and 63 Its down at 3-M, and 631b down at 11-7-0 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). LOADCASE(S) Standard ®WARNING. Vnlrydesh parourhveandREADNOM ON TI45 AND INCLUDED OTENREFERENCE PAGE Affl rev, 10,03a0ISBEFORE USE. �*R Design valkt for me "with NJTek® contractors. this dealgn is based only upon parameters shown, and Is foram NdNNual binding ComponerL no q qq• a Wss system. Before use, the building designermustverity, to appLoabltiy oldeslgn parameters and property incorporate thus design Into Me owoo �••��•YYY■ buldingdesign. Bracing Malodor Istoprevent buckinggflnshruual"as web end/mrAardmembemonly. Additionaltempmaryand permanent breJag MTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For generzl guidance rer ming the fatelmllon, storage. delivery, smaller, eM bracing oftmsses and Wss systems, see ANSIrIPH Duality CrIterta, DS8419 and East Building Component ages Parke Fast Bind. Saf n, Information avaiiabla Wm Tmss Plate Insgtuta, 219 N.lsa SbeN, Sude ]1$ Alexandria, VA 22316. Tampa, 11 36ste Job Truss Truss Type pry Ply r �J33815-HometechContractomIB04Modei T11160492 J33815 C06G Roof Special Girder 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill) Vert: 1-3=70, 3-4=70, 4-5=70, 5-6=70, 6-7=70, 7-9-70. 14-17-20 Concentrated Loads (lb) Vert: 3>61(F) 7=61(F) 13=-47(F) 12=-286(F) 11-288(F) 10=-47(F) 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu May 18 07:36:34 2017 Page 2 ID:N 6KF9Ov4BBdly49yOwS .AazFMp4awtx5t4xtEJJviv5nvM2%AXE 19MCMIucj8vZyzFKgh ®WARNING. VerrlydesomparamareresndR AGNOTES ON THISMIDINCLUDEO40TEKREFERENCE PAGE 114*7423rev. I0rb112014 BEFORE USE. Design vlol he use ovtywb MTek® wnoedo2. We design is based only upon parameters shown. and is for an indkidual building Wmponenl, not a buss system. Before use, NB building desimermuslverify NB applicability of deep parameters and properly Nwrpmate me design intothe overall bugdingdesign. Bracing Indicated is to prevent bubeing of laWdual buss web and/or Nord members only. Additional temporary and peanmwnt bracing MiTek' Is okays required for stablldy and to prevent collapse with possible personal injury and property, damage. For general guldance regarding the fabrkalbn.storage, degvery, eaclon and beading of busses and truss systems. see ANSIITPH duality offers, DSB49 and SCSI Building Component 69N Parka East Bbd. eaterybdormagon evalfobla from Tmaa Plate Institute. 2la N. Lee Sreel. $Yy9 ]12, Aleaentlda, VA 2D1/. Tampa, R 36510 Job Truss T .SType ON Ply J33815-Hometech ContmctorsA804 Model s T1H60493 J33815 C07G Hip Girder 1 1 Job Reference (op8ona0 East Coast Truss, FL Pierce, FL 34946 4x4 = Thu'Mav 18 W:36:34 2017 2x4 = 11 Scale = 1:15.2 soo 511-1 0.1-14 aoo LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well List PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(L-) -0.07 4-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 SC 0.23 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.10 Horz(TL) 0.01 3 n1a nfa BCDL 10.0 Code FBC20147rP12007 Matnx-MP Weight: 221b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10" cc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installailon aide. REACTIONS. (lb/size) 1=385/0-1-8, 3=385/0-1-8 Max Horz 1=33(LC 7) Max Uplift 1=-10(LC 8), 3=10(LC 8) Max Gmv 1=389(LC 17). 3=386(LC 18) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=598/20, 2-3=-59V20 BOT CHORD 1-4=3/511, 3-4=3/511 WEBS 2-4=0/266 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft; L=611; eave=oft; Cal. It; Exp B; Encl., GCpi=0,18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Ops1 on the bottom chard 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 atjoint(s) 1, 3. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 101b uplift at joint 1 and 101b uplift at joint 3. 8) Hanger(s)lor other Connection device(s) shall be provided sufficient to support concentrated load(s) 2631b down and 1821b up at 31-14 on top chord, and 841b down at 2-11-14, and 84 lb down at 3-3-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) • Vert: 1-2=70, 2-3-70, 541=-20 Concentrated Loads (lb) Vert: 2=72(F) 4=129(F) AWARNINO-Very denBnpmemefers and READ NOTES ON TNIS AND INCLUDEDMI7EKREFERENCEPAGEAVA7473m. 10A32015 BEFORE USE. Design veld for use orywW btrTekW gamesome. The desigo is based only upon parameters shown. and Is loran NdiWm l building component, not a truss sincere. Before use, the bulding designer must wrify Me apprkabigry of design parameters and pso,seM inwrpaste Nb design into Me ovemll buildingdosign. Boning Indicated is to prevent buckling cflndiMdualtrussweb andlarchord members o*. kodiionsatemporawandpermanentGacing -1Y� MiTek- Isatwayerequired for stability and to pravert collapse won possible personal Injury and property damage. For general guidance regarding Me fabrication, garage, delivery, eredibo and trading of busses and truss systems, see ANSVTPI1 Duality Croons, DSB49 and BO51 Building Component 69M Parke Fan BIM. Sefetylntomtaeen avallablefrom Tmsaa Platelnn e,218N.IseeV aSufte312Alemndria,VA22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply J33815-Hometech Contractors-1804 Model ' T77760494 J33815 DOI Common 1 7 Job Reference (optional) East Coast Truss, FL Pie=. FL 34946 3a4 = B.11usAprlJZU1IMllexlndUSmeS,InQ InUMay1BU1:UeMb ZU11 Pagel ID:N 6KF90wBBdtW9yOwS AazFMpl-26RJJD4aeGRA%sUHLCH3N3PcgaeLwH2rNuT5OzFKgg 4x4 = 2 1x4 11 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Veri(LL) 0.03 4-10 >999 240 TCOL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 20 SP No.3 REACTIONS. (Ib/sIze) 1-510/0-8-0, 3=510/0-8-0 Max Horz 1=61(LC 6) Max Uplift 1=-184(LC 8), 3=184(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=636/231, 2-3=636/231 BOTCHORD 1-0=133/498,3.4=133/498 Scale=1:22.5 R 8x4 = PLATES GRIP MT20 244/190 Weight: 40lb FT-O% BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=9.Opst,, BCDL=6.Opst; h=15ft; B=59ft; L=11ft; eave=41t; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (d'Irectionap; candever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 p rf bottom chord live load noncencument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 1 and 184 lb uplift at joint 3. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/9 gypsum sheetrocr be applied directly to the bottom chord. AWArgNINa - Vedry dee/gn paramofars and READ NOTES ON TMS AND INCLUDED OTEK REFERENCE PAGE 1101-I Rd rex. I MMOM BEFORE USE. Design "lid brute orlywWI MfficM.MedOR. This d09gn le baSM only uxm paramobas 6M1OWn, and Is loran imbidual building Component, net ��- amiss system. Before use. the burning designermut,rerif/NB appurAbiMy decision parameters and propertyincoryorate tisd,dgn bdotbe evera0 bugdingdedge Bndngindl`atedistopmnntb=MngofnN dual Wsawaband/or Oordmambaraonly. Addblonaltannu a lindparmanentbredng pp MITek- Isahvaysrequired furWorry and toprevent collapse w0b possible personal injury and propaty damage. For general guidance regarding the fabdcetion,storage, delhery, erection and bracing of trustee and Was systems,see Mtrinh I1 Quality criteria, DSBd9 and BCal Building component 69" Parka East BIW. SafetyInferma0un a llablefromTruss Pont, Insulate,218 N. Lee Sheet sure, 31Z Mantle. VA22314. Tempo, FL 16610 Job Tmss Tmss Type Qty Ply J33815-Hometech Contractors-1804 Model r T11160495 J33615 002 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4x4 = 4x4 = 2 3 1 �I 3x4 = a.t 5-M 3x4 = Seale =120.4 S." 14-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Veri(LL) 0.03 6.9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Ved(TL) -0.05 6-9 -999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 Hom(TL) 0.01 4 n/a m/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 431b 'FT=O% LUMBER. BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MFrek recommends that Stabilizers and required cross bracing h .installed during truss erection, In accordance with Stabilizer Installation aide. REACTIONS. (Ib/size) 1=510/0-8-0, 4=510/0-M Max Horz 1-54(LC 7) Max Uplift 1=184(LC 8), 4=-184(LC 8) FORCES. Qld) - Max. CompJMax. Ten. -All forces 250 (ID) or less except when shown. TOP CHORD 1-2=659/235, 2-3=528/237, 3-4=-0591235 BOTCHORD 1-6=143/524, 5.6=-146/528, 4-5=-143/524 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCOL-6.opsf; hot 5f; B=59ft; L=11fi; eave=4tl; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directionap; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Is uplift as joint 1 and 1841b uplift at joint 4. 8) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. AWARNINO-VMyydaslgnparamalersand READ NOTES ON TNISANDINCLWEDMMKREFERENCEPAGEMr4TC3g faV311015BEFORE USE. Design vi dd or use onlywM MiTedecuneacers. Thts design is based any upon emission shavn. and Is for an NdWual buldng component, net e time system. Before use, One bidding designer mustveiiy to opplical of design pammetem and prepeM Incoryarme ihis design We the overall bffldr,design Bracing mdicaled lsta preverd buckJNg olinGNtlualtrussvreb entl/M Nab membere aNy. Addtllmultempseyrodpmmermattedng WOW Is always required for slabdgy and to prevent catalpas with possible personal injury and pmp rty damage. For general guidance regarding the febdestlon.execs. delivary, erection and bracing ofUusses and truss systems, see ANSu1PIt Ouality Ontario, DS849 and BCSI Building component 6900 Parke Fast BW. Safetylaforma6on evallabbfmm TrussPlate InMN6,21a N.teesb Subs J12.Nexandrla.VAM14. Tampa. FL 35610 Job Truss Truss Type Ory Ply J33815-Hometech Contractors-1804 Model ' T71160496 J33815 D03G Hip Girder 1 1 Job Reference o do al East Coast Truss, FL Pierce, FL 34946 8.110 s Apr 13 2017 MiTek Industries, Inc. Thu May 18 07:36:37 2017 Page 1 ID:N 6KF90w1BBdtW9yOwS AazFMpl- VL4ku6gAuhumAegTlvA9o9nGyDhpgGUhNZA14zFKge 3-0-0 53-0 84-0 3-0-0 24W 2A-0 341-0 4x4 = 14 KRC 16 17 Us = Seale=1:1B.7 ]�l 3x4 = 3x4 = 3-0-0 5-0-0 3-0-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.05 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(FL) -0.10 6.7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Weight: 471b FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural mod sheathing directly applied or 5-6.13 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=628/0-8-0, 5=651/0-8-0 Max Ho¢ 1=-33(LC23) Max Uplift 1=172(LC 8), 5=179(LC 8) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=1060/282, 23=932J262, 3.4=972d280, 4.5=1109/300 , BOT CHORD 1-7=222/904, 6-7=-308/1136, 5.6=-235/947 WEBS 2-7=78/316, 3-7=-264/96, 4-6=68r193 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.OpsY h=151t; 8d9ft; L=11ft; eave=oft; CaL II; Exp B; Encl., GCpI=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; parch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Bs center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ib uplift at Joint 1 and 179 Ib uplift at John: 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 52 Ib up at 3-0-0, 821b down and 49 lb up at 5-0.12, and 82 Ib down and 49 Ill up at 6-3-4. and 193 Ito down and 143 Ib up at 8-0-0 on top chord, and 148 lb down at 340-0, 471b down at 5-0-12, and 47 lb down at 634, and 148 lb down at B-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. •9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (piq • Vert: 1-2=70, 2-4=70, 4-5=70, 8-11=20 Concentrated Loads (Ib) Vert: 2=-11(F) 4-61(F) 7=-65(F) 6=-65(F) 15=-11(F) 16=11(F) 18=-17(F) 19=17(F) ,&WARNING •Verity Jeargnpmaram.rs antl READ NOTES ON WS AND INCLUDEDMITEKREFERENCEPAOEMII.7473 rov. 10NJl2OI5BEFORE USE. Deep valid for use onlywal MITek®connepon. This design Is based aNyupon parameters shown. and 13 bran Individual bugdng component, not a truss system. Before use. Me burning designer mist verity 0e eppUcaONy of design parameters and property lncopords this design LdO Me overall buedmgeeslgn. Brassm,indismadistopmvoMbucklingoflneflMdualtruss web andlorNord members only. Addilonaltemamaryandp meanerdlaracing MiTek• IsaWaySMqulMdforstabJXyendtopnventwllapsewMposslNepemonallnluryendpropertydamage. For general duress. regarding the faminvan, rtange, delivery, erection and braGrg of to.. and Wes systems, no ANSV 11 Quality Canada, O5aa9 and BOSI Building Component 69M Palle East Bhd. Sefety Information available from Truss PWo Inst e, 218 N. Lee Scheer, Subs 312, NerandM, VA22314. I Tampa. FL =10 Jab Truss rh Contmdors-1804 ModelT71160497 J33815 FG01 �Fj`Glrder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 sApr 132017 Milex lnaustnes,Inc. Inu Mayla UC3b:Jy2ull ragel ID:N 6KF90WBBdtWgyOwS AezFMpl VZ4ku6g4humAeOTlwlgogfoy17pr1 UhNZAHzFKge 3D-0 3x4 = 2x4 II Scale -1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Verl(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Ven(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.01 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rfP12007 Matrix -MP Weight 15lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 4=25410.8-0, 3=308/Mechanical Max Horz 4=-44(LC 4) Max Uplift 4=-26(LC 4), 3=23(LC 5) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 25001b) or less except when shown. TOP CHORD 2.3=281130 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. rMrrek recommends that Stabilizers and required cross bracing ba installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft; L=311; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconctiment with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chard and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of buss to hearing plate capable of withstanding 261b uplift at Joint 4 and 23 Ib uplift at joint 3. 8) Hanger(s) or other Connection devices) shall be provided sufficient to support concentrated load(s) 319 Ile down and 42 Ib up at 1-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) V;n: 1-2=70, 34=20 Concentrated Loads (lb) Vert: 5=-319 QwARNING-Verlfy Eaeignparemelds and BEAD NOTES ON TAUS AND INCLUDED MEN REFERENCEPAGEAf114MT rpN.MOMBEFORE USE. - Deagnvun!for use onywan K7,11sconneelore. This design Is based aryupon parameters aMxn. and is bran Individual lwnSng component, not a truss system. Before use. the building designermust vadyma applicability ddesign parameters and pmpeM6xamorab We deep Inlothe averan ■ buildingdeslgn. Bradng Indicated 13 to prevent bud!h9 offooddual "as web andfor chard members a*. Addbnalten"rary and permanent bredng WOW Is alwsys required for dablily and to prevent collapse cam possible personal Injury and property damage. ForgenemIguldanwregardingtlw fabrlwgan,storage. deMry,eredlon and bracing dtmsses and Was systems, me AsISUIPI1 Quality Create, DSB49 and SCSI Bending Component 6904 Parke Fan DWI. Safety Infamutlen availabb Nam Tmss Pole Ins e,218N.Lee Sbeel,S de312Abxandda,VA22314. Tempe. FL 36810 D Job Truss pe ON Contractors-1804 ModelT11160498 FVMls.SYTY J33815MV2 4 �PlyTJ.3b35815-Hometech e(e (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 e.11Us ApfiJZUIIMIIeKinaU9me9,lnG. Ina Mayla Ul:Jd:Jd4Ull regal ID:N 6KF9Ov4BBGIWgyOwS AazFMpFSh7SxE7SxBpIOJDs01R hob CMfGYIOU%L671jzFKgd 2 3 Stale =1:7.8 I LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Bdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(L-) rust - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Ver(TL) Na - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-P Weight: 5lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D0 oc bracing. MTek recommends that Stabilizers and required Gross bracing be installed during W ss erection, In accordance with Stabilizer Installation oulde. REACTIONS. (lb/size) 1=62/2-G-0, 2=48/2k0, 3=1412-M Max Ho¢ 1=25(LC8) Max Uplift 2=-19(LC 8) Max Gmv 1=62(LC 1), 2=48(LC 1), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=6.Ops1; h=15ft; B=59ft; L=2ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree notation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 Considers parallel to grain value using ANSIFFPI 1 angle to grain formula. Building designer should verify Capacity of beading surface. 7) Provide mechanical bonnection (by others) of truss to bearing plate capable of withstanding 19 he uplift at joint 2. A wARN/NO-Vary, dau st,aramafers and READ NOTES ON Me AND INCLUDED OM REFERENCE PAGE N1A7473 xev.l0 015 aEF0RE USE. Design valid for use oeV.n Meek® nonmembers, This design Is baud only upon parameter slwwn, and Is bran bulMdual building comported, net a mass system. Before use, Me building designer mudvmHyNe applicability ddeeign perimeters and propeM ircnrposurs We design undone overall building design. amobg lndlcated is to proved bmiding dindMdual mass web and/or dhosd members only. Additional amparery and permanent bracing MiTek' Is always required for slablity and to prevent wllapsewXb passible penanal Injury and property damage. Forgeneretguidanceregadinglbe febrleallon.=.go. olivaq.ereN=n and bmang brWsses and mass systems, we ANSINPH Oualiry oters. DSB29 and BCS1 Building Component e901 Parke Fast Blvd. Safety IdemeUon available from Truss Plate Institute, 218 N. Lee about. able 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Oly Ply J33815-Hometerh Contractors-1804 ModelT11J33815 TVmsLsETyype MV2A 1 1 Job Reference (optional East CoaslTruss, Ft. Pleres, FL M94U 2- 8 3 scale = 1:18.1 5 4 2.4 I 2x4 II I LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (lac) Vde8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 rdr 120 MT20 2441190 TCDL 16.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.00 1 Rif 120 BCLL 0.0 Rep Suess Ina YES WB 0.00 Horz(TL) -0.00 4 rda n/a BCDL 10.0 Code FBC2014TP12007 Matrix-R Weight: 151b FT=0 LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5-8 cc puffins, BOTCHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. recommends that Stabilizers and required cross bracing rMiTek be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=21512-6-8, 4=7012.5-8 Max Horz 5=127(LC 5) Max Uplift 5=43(LC 8), 4=73(LC 5) Max Grev 5=215(LC 1), 4=102(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuk=160mph (3-second gust) Vasd=124mph; TCOL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59ft; L=2ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires wntinuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord lye load nonwncunenl with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 43 Ito uplift at joint 5 and 73 It, uplift at Joint 4. ®wARMNG-Vrlfydeslgnparameters and READNOMS ON 1105ANDINCLUDEDAUTEKREFERENCE PAGEND-y42mr 10/0=015 BEFORE USE. Design valid foruse only with Wake wona dgn. ThIs design is based ore,, upon parameters shown, and is bran IndWual building wmponem, and �- a Wss system. Before use, the building deslgnermustwaiy Na applicability of de9}m parameters and prapeMimorporate Ws design imome overeA bug6ngdesigmBnWgIndicated lstoprevembuckgngoflndlNdualones web anNorchord! membenads. MMonallempareryandpennamnlbmcing MiTek' Is always required for dablldy and to prevent collapse with possible personal injury and property damage. ForgenemlguldancoregadInglhe obnntlon,storage, dellery,eredion and bracing oftmases and truss systems. see ANSM11 Quality Criteria, DSB49 and BCSI Building Component 69M Perko But BAN. Safety Infomudon available Mm Tmss Plate InMn e, 218 N. Lee Street, SOT¢ 312, MexandM. VAM14. Tampa, FL 36610 Job Truss Truss Type Dry Ply J33815-Hometech Contractors-1804 Model a T71160500 J33815 MV2B VALLEY 1 1 Job Reference C do a East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 132017 MITek Industries, Inc. Thu May 1807:36:392017 Pagel ID:N 6KF9OMBBdtW9yOwS_AuFMp4wtgg9aB4iVxc7To3aSyDEDE6bm74Hledm7sgE9zFKgc 1-0 248 1-1-0 I 2-5.8 Scale =1AZ9 n 5 4 3x8 II 2.4 II I LOADING (pall SPACING- 2-0-0 CSI. DEFL. in (loc) Vde0 L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.21 Vert(LL) 0.00 1 nfr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 me Na. BCDL 10.0 Code FBC2014fTP12007 Matrix-R Weight: 1216 FT=O% LUMBER- BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5.8 oc puffins, BOT CHORD 2x4 SP No.3 except end Verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS. (Ib/size) 5=2152-5-8,4=70/2-5-8 Max Horz 5=85(LC 5) Max Uplift 5=63(LC 8), 4=24(LC 5) Max Grav 5=215(LC 1), 4=80(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-secend gust) Vasd=124mph; TCDL=9.Opsf; BCDL-6.Opsf; h=15ft; B=59ft; L=2ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) Plates checked for a plus or minus 0 degree rotation about His center. 3) Gable requires Continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Pmvlde mechanical Connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift at joint 5 and 24 Ib uplift at joint 4. ®WARMNG-VHfyde ,apenmemaand READN07E3 ON 11105A1110 INCLUDED MITFJ(REFERENCE PAGE MII.7l)3row. IMMOt6 BEFORE USE. ��e® Design valid for use onywM MTbW correctors. This design Is based only upon parammam shown, and Is foran MdiwWuel Wilding component, not �ry� a Was system. Before use, mo building designer must vedy me applicablly of design parameters and Flaunty iacoipowle its design into the awrag ��-��•YYY buhningdeagn. Badg lndlcaled is to prevent buckling of lnslAdual Was web andfor chord members a*. Addisonaltemporaryandpefmanant Woing MiTek' Is always required for stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance reganling me feGkatlon, storege,delivery. median and trading of busses and Wss systems,wee ANSI) Quality Criteria. D3049 and BCSI Building Component 691H PaNa East and. Safely Information awallable from Truss Plale Inuffute, 218 N. Lee SuseL Sale 312 Abxendda, VA 22314. Tampa, FL 36610 Joo Truss Truss Type Oty J33815-Hometech Contractors-1 Model • [ly T71160501 J33815 MV4 Valley 2 1 I Job Reference (optional) East Coast Tmss, FL Pierce, FL 34946 6.11usy r132U17mllex Inausme5.Ine. Inu Mav15W:3li:3g2u1! Panel 2 3 2x4 2.4 11 Scala = 1:12.8 I LOADING (pet) SPACING- 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(L-) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 are Na BCDL 10.0 Code FBC20141TPI2007 Matrix-P Weight: 14 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.3 BRACING. TOP CHORD Structural wood sheathing directly applied or 3.11-12 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=145/3-11-12, 3=145/3-11-12 Max Holz 1=74(LC 7) Max Uplift 1=8(LC 8), 3=13(LC 8) Max Grav 1-145(LC 1), 3=145(LC 13) FORCES. (lb) -Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf, BCDL=6.Opsf; h=15ft; B=59ft; L=411; eave=oft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for it 0.0 pal bottom chord live load nonconcumem with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8lb uplift atjoint 1 and 1316 uplift at joint 3. ®WARNING. ywUydullnparamelessand READNOrE50N MSANDINCLWEDWTMREFERENCEPACEMc703rev. fp,9L:0156EFOREUSE. - }.�� bull sold for use onlywan Wool convention. This de9gn is based only upon parameters shown. and is bran Individual budding component, net aonors tam. Belie use, the bustling designer mustv"the applicability of deep parememes FooleIncontinent,qp� this design has hie overall �■��YYffff buaringdesign. among Indicated Is to prevent bucking of Individual made web anNor chord members a*,, AldXlonaltemponry and permanent becirg MiTek- Is always rectulred for energy and to prevent collapse with possible personal Injury and property damage. For general guidance regulating the Ubmahm,Manage ,d.twoty, erection and bracing armistice and cuss systems, see ANSM11 Quality others, D5849 and BCBl Building Component 69M Parke Fast Bud. Sarah leformallon available ham Tmee Plate Inge, 218 N. tee Rme , Sufte 312, NoundM, VA22314. Tampa, FL 36610 Job Truss Truss Type ON Ply J33815-Homelech Contractors-1804 Model r T11160502 J33815 MV4A VALLEY 1 1 Job Reference ....... East Coast Truss, Ft. Pierce, FL 34U45 3x4 II 42x4 LOADING last) SPACING. 2-0-0 CSI. DEFL. in (too) VdeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 2 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.00 2 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hoa(TL) .0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix. LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 5=263/3-9-0, 4=139/3-9-0 Max Holz 5=172(LC 7) Max Uplift 5=-43(LC 8), 4=84(LC 5) Max Grav 5=263(LC 1), 4=171(LC 13) FORCES. (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:23.1 PLATES GRIP MT20 2441190 Weight: 211b FT=O% Structural wood sheathing directly applied or 3-9-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-0-0 0o bracing. MITek recommends that Stabilizers and required cress brecing be installetl tluring Wss erection, in accoreance with Stebilrzer Installation gold.. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.OpsY BCDL=6.OpsY h=15ft; B=59ft; L=4ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconctu ent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 5 and 841b uplift at joint 4. AWARNINO - Vedy deo/gn paramersre end R£II D NOTES ON TNIS AND INCLUMED NITEN REFERENCE PAGE MD-T4T] rw. I MMO16 BEFORE USE. Design valid for use onlywro MiTeMcannecters. This design is based only upon parameters answer. ant is far an WdNWual building component not �- WOE' a mass system. Before use, the funding designer most wary, Me appricabisty ofdesign parameters and propedy1ronporate NIm is design o me ovemg buildiagdeslgn. BraWg Indicated let. prevent budding ofindlvidual buss web andfur ohoN members only. AddAlnnaltemporaryandpeimanentbracNg WOW Is sways required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regaraing the labdoaucn, storage, delivery, erection and among of busses and Mum systems, me ANSUTPII Quality entente. DSB49 and Best Building Component 69" Parke East Blvd. Safety lnfomsanan available from Truss Plate lnsiMule, 218 N. Lee Slseel. auto 31Z Mandate, VA Mats. Tampa, FL a6610 Job Truss Truss Typa Qty Pty J33815-Hometech Contractors-1804 Model ' T711fi0503 J33815 MV4B VALLEY 1 1 Job Reference o 8onal East Coast Truss, FL Pierce, FL 3!Nlb 132017 Miler Industries. Inc. InU MaV 18 137:36:402017 Pane 1 3 Scale=1:18.0 5 2x4 II I 4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 1 ntr 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Verl 0.01 1 nir 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(TL) -0.00 4 n/a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-R Weight: 1810 FT=O% LUMBER. BRACING. TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-9-0 on pudins, BOT CHORD 2x4 SP No.3 except end verlicals. ' WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 5=263/3-9-0, 4=13913-9-0 Max Flom 5=129(LC 5) Max Uplift 5=57(LC 8), 4=-41(LC 5) Max Gmv 5=263(LC 1), 4=151(LC 13) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsh BCDL=6.Opst h=15ft; B=59ft; L=4ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree notation aboyt its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 Pat bottom chord live load noncencument with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 240-0 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 57 lb uplift at joint 5 and 41 Ib uplift at joint 4. Job Truss Tress Type ty PlyJ33815-Hometech Contractors-1804 Model �'I T11160504 J33815 MV4C Valley 1 Job Reference (optional) East Coast Truss. kL Fterce, 1-1. M 48 6 .A 1. s Npns ee] I mu eK mausme.. Inc. mu may la Vr:Jo:9l evu rage, ID:N 6KF90vjBBdtNByOwS_AazFMpFsGobZG9KD6BJFnyRi1 hJeJOrZeGIf7wDJLnJ2zFKga 31a0 ' 310.0 2x4 i 2x4 11 2 3 Seale=1:12.8 I LOADING (psQ SPACING- 2-0-0 CSI. DEFL.e in (toe) Udel L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n1a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Hom(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight 131b FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD GOT CHORD Z1c4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or3-10.0 oc purging, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during Wss erection, in accordance with Stabil'¢er Installation guide. REACTIONS. (Ib/size) 1-146/3-10-0, 3=146/3-10-0 Max How 1=74(LC 5) Max Uplift 1=8(LC 8), 3=-13(LC 5) Max Gmv 1=146(LC 1), 3=146(LC 13) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.OpsN, BCDL=6.OpsF h=15ft; B=59ft; L=411; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 8 Ib uplift at joint 1 and 13 Ib uplift at Joint 3. a ®WARNING- Veray deatgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WW3 rev. 10 41015 BEFORE USE. ' Design validfar use onlyweh MRe mandates. This design 13 based any upon parameters shown, and is for an Im Mduai bulldng component. net � a how system. acted use, the adding designer must very Re apploabiky of design parameters and properly brearponde Nis design into the owned ■■ag buddmgdedga gracing indicated is to prevent bucking otindMdual truss web andlar clad members ony.Add'niewltemperaryandpennanedbrachg MiTek' Is always rNulredfar Mobility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the hbridim.storage, delivery, erection and among of vowed and truss systems, we Mailmen Duality criteria, DSB49 and BCSI Bulldlog Component Good Parka Fast Bid. SMetylnfomtaa5n availabbhom Truss Pldelns e,218N.LeeE eLGube3lZAlemndrla,VA22314. Tampa FL MID Job Truss Truss Type Pry J33815-Hometech Contractors-1804 Model + �Qty T111fi0505 J33815 ZCJ1 Jack -Open 20 1 Job Reference (optional) East Coast Tmss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 15.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC20147rP12007 Matrix -MP LUMBER. TOP CHORD 2x4 SP No.3 BOTCHORD 2x4SPNo.3 REACTIONS. (lb/size) 3=9/Mechantca1, 2=159f0-8-0, 4=-4/Mechanical Max Ham 2=47(LC 8) Max Uplift 3=.2(LC 5), 2=-66(LC 8), 4=4(LC 1) Max Gmv 3=10(LC 13), 2=159(LC 1), 4=15(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. 8.110 s Apr 13 211 = Scale = 1:7.0 DEFL. in (loc) Vdeg LId PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 2441190 Vert(TL) 0.00 5 >999 180 Horz(TL) .0.00 4 n/a n/a Weight: 5lb FT=O% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins. BOT CHORD Rigid tatting directly applied or 1 D-0�0 cc bracing. MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation aide. NOTES- 1) Wind: ASCE 7-10: Vua=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=59n; L=tft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencumenl with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will Td between the bottom chard and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 2In uplift at joint 3, 66 Its uplift at joint 2 and 4 lb uplift at joint 4. AWA6MNG. Vsltydeslgo,mosseteasnd READNOTES ON MS AND INCLWEDWTE FusFENEN;E PAGE MI4TV3M. fQ0112015BEFONE USE. Design wild for use any aunt MRekoe musicians. This Cosign is based ony upon parameters shown. and Is far an indvdual budding component and ��- aever, system. Before use, Me saidiag designer mustveMythe epplicebiay of design parameters and properly Madepwala Dlh design into Me overa0 bulldingdeslgn. Baling indicated is to prevent bucking ofirriNdual truss web analcl members onry. Addnomltemporaryandpomunentbrstlng WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the retaliation, storage,delivery. emotion and among altruists and Was systems, we ANSIRPI10uality Corona, DSB49 and SCSI Building Component 6904 parka East Bind. Safey InfonwUon my blefmm Truss PWte InWM,218N.lua StreeLSudsa12Abxandda,VAM14. Tampa,FL 36410 Job Truss Truss Type 0ly Ply J33815-Hometech Contrectors-1804 Model • T11160506 J33815 ZCJ3 Jack -Open 8 1 Job Reference D Ito al East Coast Tmss, FL Pierce, FL 34946 1-0-0 2x3 = B.l lU s Apr lJ ZU17MI I ex Inausmes, Inc. Inu May 1B Uf:36:42 2U1 f Scale: I", 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loci) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.17 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 -999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Cade FBC2014/TPI2007 Matrix -MP Weight: 11Ito FT=O% LUMBER - TOP CHORD 2x4 Sid No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=81/Mechanica1, 2=220/0-8-0, 4=37/Mechanical Max Ho¢ 2=83(LC 8) Max Uplift 3=25(LC 8), 2=45(LC 8) Max Gray 3=81(LC 1), 2=220(LC 1).4=54(LC 3) FORCES. (Ib)-Max. CompJMax.Ten.-All farces 250(I1h) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0Do putting. BOT CHORD Rigid ceiling directly applied or 10O-0or, bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation uitle. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCOL=9.Opsf; BCDL=6.Opsf; h=1511; 8=591t; L-38; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolemnces or tough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live leads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will in between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251b uplift at joint 3 and 45 lb uplift at Joint 2. AwA lhhs. Verhydeefgapaamerarsand READNOIE50NTN19ANDINCWDEDMITEKREFERENCEPAGEMil.7C3 ee IM/20160EFOREUSE. Design valitl brass ontywah MRek®mnnemom.11da tloAgn la bacetl Doty upon paramelen samen, and is foran lndlvkual bulmag Component, not a trun system. Before use, me bugdNg designer mrstw*Na apprvebifityof doep paramatem aM propeMirwomorate Nis OeNgn Imo Ne overall buhdlni lgn.BmdnglndleatodBtopreventbuckingoflndddualtrueswebanchorchommembersachy.Addkomltemporaryandpermanentbracing p� WOW Is always required far stability and to prevent collepea with possible personal injury and preperry damage. For general guidance regaining the education. Manage, calvary madon and bradng oftmsses and truss systems. see ANSUTPit quality Cdteda. DSB89 and Best Building Component 6904 Parke Fast Blvd. 9aletyInformation mMblefmm Truss Plata Instbme.218N.lee S"M.Slide3lZA mndM,VA22914. Tampa, FL MID Job Truss Truss Type Qly Ply J33a1 Hometech Conhaclors-1804 Model a T11160507 J33815 ZCJS Jack -Open 8 1 Job Reference o flo al East Coast Tress, Ft. Pierce, FL 34946 2x4 = M Scale =1:18.4 LOADING (psQ TOLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrP12007 CSI. TO 0.57 BC 0.44 WB 0.00 Matrix -AS DEFL. in Vert(LL) 0.03 Vert(TL) -0.09 Horz(TL) 0.00 (too) Vdefl Ud 4-7 >999 240 4-7 >688 180 2 n/a We PLATES GRIP MT20 244/190 Weight: 181to FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP Nm3 TOP CHORD Structural wood sheathing directly applied. , BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MTrek recommends that Stabilizers and required cross bracing b .installedduring truss erection, in accordance with Stabilizer Installation uitle. REACTIONS. (Ib/size) 3.150/Mechanical, 2=305/0-8-0, 4=6411slechanical Max Horz 2=119(LC 8) Max Uplift 3=.49(LC 8), 2=38(LC 8) Max Gmv 3=150(LC 1). 2=305(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasc=124mph; TCDL=9.Opsf, BCDL=6.Opst h=15ft; B=59ft; L-5ft; eave=oft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 491b uplift at joint and 38 Ib uplift at joint 2. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. AWARN/Na-VeHfydeslgnparamarars and READ NOTES ON THIS AND INCLUOEOMITE(REFERENCE PAGE MIWn]rev. f0/OL100BEFOREUSE. assass Design said for use only wM M19TeWconnecton. This design is based only upon parameters shown, and is far an lndyNual bulcing component,not ��• is den Intere.wrap a Was system. Bathe use, the bugling designermust veray, 0e applkabitiy Mdesign parameters and propeMinmrporala Ndesign ��-��.YYY bulldingdesign. Bracing Indicated la to prevent buckling of individual truss web andlor cboM members ony. Additional temporary and permanent bearing M!Tek' Is always required for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. Storage, dellwy. erection and trading ofbusses and those systems, we ANSUIPI10uality Moore, DSB49 and BCSl Building Component 6904 Penn, Fast BNd. Safety tnfarmatlen awiNbb item Truss Plate InctgWe, 2fe N. tee SbeeL Su6e 312, Abxandda, VA 22314. Tampa, FL 361310 Job Truss Truss Type Oty Ply J33815-Hometech Contrectols-1804 Model ; T711fi0508 J33815 ZEJ3 Jack -Open 8 1 Job Re ere ce o Bona East Coast Truss, FL Pierce, FL 34946 W = 8.110 s ADr 13 zui r MI I eK Inausmes. Inc. I nu Scale: t'=t' 3-0-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 Na Na BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 11 lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Iblsize) 3=81/Mechanical, 2=22010-8-0, 4=37/Mechanical Max Holz 2=83(LC 8) Max Uplift 3=-25(LC 8), 2=-45(LC 8) Max Grow, 3=81(LC 1), 2-220(LC 1), 4=54(LC 3) FORCES. (Ils)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during W ss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vufl=160mph (3-second gust) Vasd=124mph; TCDL-9.0ps/; BCDL=6.Opsf hot5ft; BS911; L=311; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or tough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about Its center. 4) This truss has been designed for a 10.0 Pat bottom chord live load nonconcunent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 25 lb uplift at joint 3 and 45 Ib uplift at joint 2. Awd NANO-Va* design paramahn and READ NOTES ON MS MD INCLUDED MNEK REFERENCE PAGE MII-0473 tea. IMMOIS aEFORE USE. Design r Id for use a* with Mnel® mmredars. Tits design Is based only upon parameters shown, and Is for an 1ndWual burDng componeaL not a must system. Befom use, to Want designer must ve*lhe appriabildy 0design parameter and pmpedy inwiporale 0Is design Into Oe owral buOGngdesign. Bradnglndkatedi9topraventbuckingofindMdualtruss web endlorcho ilmemearsany.. Mildmnaltemperaryandp... amnlbracing MiTek- Isalways reional for stability and to prevent Collapse with possible personal injury and pmp rt/damage, For general guidance regarding the fabdamon,storage, delivary, modal aM bmdng mousses and arms systems. see ANSMIl Quality Crumbs, DSa419 and BCSI Building Component 69011parke East Blytl. Safetylnformaeon evainsbie hnm TNss pule Inn4Ne. g10 N.laa SIreeL Sube a12, Alexandrb, VA 22414. Tampa, FL MID Job Truss Truss Type Oly Ply J3381G-Homelech Contractors-1804 Model • T11160509 J33815 ZEJ7 - Jack -Open 23 1 Job Reference foortionall East CoaslTmss, Ft Pierce, FL 34946 LOADING (psq TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 LUMBER- . TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 8.110SADr132U17MIlexlnCUSMeS.InC. Ina MaVlBUr:3b:432U11 Facet Fr J SPACING- 2-0-0 CS'. DEFL. in (too) Udell L/d Plate Grip DOL 1.25 TC 0.71 Veri(LL) 0.10 4-7 >851 240 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.32 4-7 >259 180 Rep Stress Ina YES WB 0.00 Horz(FL) 0.01 2 n/a n/a Code FBC2014/TP12007 Matrix -AS REACTIONS. (Ib/size) 3=219/Mechanical,2=392/0-B-0,4=87/Mechanical Max Horz 2=156(LC 8) Max Uplift 3=-73(LC 8), 2=34(LC 8) Max Giav 3=219(LC 1), 2=392(LC 1), 4=128(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4 Scala =1:23.5 PLATES GRIP MT20 244/190 Weight: 24 lb FT-0% BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. rMTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psf; that 511; 13=598; L=7111; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731b uplift at Joint 3 and 34 Ib uplift at joint 2. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and V gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Ven/firdeslgnparamefersand READ MOMS ON MS MD INCLUDED MITEKREFERENCEPAGE MII.24r3rev.1WQMO16BEFORE USE. '-■�' Deal, valld for use onlywMM,7.M commune. We deal, is based only upon parameters shown, ant is far an individual baking component, not a Was system. Before use, fee Lundell dealgaermuslverHy, Me applinabNy of design parameters and popeMlrcorporate NO design Into Ne overall bullengdealgo. BMoghdlWa istopmvntbmMingoflndlNdualWsswebanNorobordmembmo*. Adddlenaltempurary and permanent bracing WOW Is al aya required for stabll4y and to prevent collapse wfth possible personal injury and propady damage. Forgeneral guidance regarding the fab,ceran, storage,delivery, erectbn and brecing oflnrsses and truss quasars. see ANSUTPI1 Quality Criteria. DSB49 and SCSI Bullding Component 6904 Parke Fast Blvd. Safety Information available hoer Tmsa plate Institute, 218 N. Lee Sbeel, Safe 31Z Alaxandda, VA MIC Tampa, FL 36610 a Job Tmss Truss Type Oty Ply J33815-Hometech Contractors-1804 Model w T11160510 J33815 ZEJ7A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 9 34 B.110sAprl32017MiTeKlnaustae9,lne. lnu MaylBUr:a@44zuir Paget ID:N_6KF90y4BBdlW9yOwS AazFMpLHrUjCIBDWIZuBEgON?YOxHxsfnVHyOWvHZRwNzFKgX 7-" 7410 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lrd TOLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.09 4-7 >919 240 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.32 4-7 >263 180 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 n1a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=217IMechanical, 2=420/0-7-13, 4=86/Mechanical Max Horz 2=165(LC 8) Max Uplift 3=-72(LC 8). 2=-49(LC 8) Max Grey 3=217(LC 1), 2=420(LC 1), 4=127(LC 3) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Sale-1:23.6 PLATES GRIP MT20 244/190 Weight 241b FT=O% Structural wood sheathing directly applied Rigid calling directly applied. M,Tek recommends that Stabilizers and required cross bracing be installed during Wss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf h=15ft; B=59ft; L=7ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate gdp DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or Tough handling and erection Conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncomement with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 6) Refer to girder(s) for truss to buss Connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 72 Ib uplift at Joint 3 and 49 Ib uplift at Joint 2. 8) This truss design requires that a minimum of7/16° structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrack be applied directly to the bottom chord. ®WARNING- VrltydaslpnxmmahnandREAD NOTES ON THIS AND INCLUDED MITEKREFFRENCE PAGE M11-7173te, 1MV2015BEFORE USE. Design veto for use onyw1k6VTak®cormecmn. This de9gn Is based ony upon pammnare shown. and Is for an bsdindmal building component, not a buss system. Before use, the bide n, dedgnerroust verify the applicabify of design parameters and property inalporma Mis design lna Vie annual buldingdesign. OmeinglndlwkedIstoprewulbucNNgoflnaNidualbussweb andlorchord members end, AildNonMtemporeryandpermanentbraGng WOW Is always required for Stability and to prevent collapse wit possible personal Injury and property damage. Forgeneml guidance regarding tlo fabrication, storage, dietary, credlon and bradng of trusses and misa rystems, we ANSIITPII Dually enter , DS19A9 and Best Building Component 6904 Parke East Bhd. Safety Information arelable Vom TNsa Pineins e,218N.teeb eLSfte3lZAlaxandna,VAM14. Tampa. FL 36610 Jab Truss Truss Type Dty Ply Model �111811-Ilo�elocIC.ntractom-1804 T711605H J33815 ZEJ8T Jack-Partial1 1 Job Reference foptionall East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 13 2017 MITek Industdes, Inc. Thu May 1B 07:36:45 2017 Pagel ID:N 6KF90wjBBdlW9yOwS AazFMp41125PdCrHLhIJOFCxj3dTUU5kBzOhRKWBxJ_SpzFKgW t w aria ioo I soo ilao I ' Scale = 1:26.6 LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL 1.25 Rep Stress Ina YES Code FBC20141TPI2007 CSI. TC 0.42 BC 0.32 WB 0.18 Matrix -AS OEFL. in VerhLL) 0.05 Vert(TL) -0.12 Hoa(TL) 0.07 (loc) Bdeg Ltd 12 >999 240 12 >823 180 8 Na Na PLATES GRIP MT20 2441190 Weight: 41111 FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' MITek recommends that Stabilizers and required cross bracing 2-13: 2x8 SP No.2 be installed during truss erection. In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=102/Mechanical, 8=24311.1lechanical, 13=507/0-10-9 Max Horz 13=210(LC8) Max Uplift 7=-37(LC 8), 8=26(LC 8), 13=-45(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.13=-556/320, 4-5=585/13, 5.6=-884/106 BOT CHORD 4-11=109/531, 10-11=1421693, 9-10=1501694 WEBS 5-11-405/101. 6-10=611479, 6.10=63/296, 6­9=7311158, 3-13=293/159 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCOL-9.Opsf; BCDL=6.0psf, h=15ft; B=59ft; L=Bft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsr on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will (n between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by orders) of truss to bearing plate Capable of withstanding 37 lb uplift at joint 7, 26 lb up18f at joint 8 and 45 Its uplift at joint 13. 7) This truss design requires that a minimum of 7/16' structural woad sheathing be applied directly to the top chord and R' gypsum sheetrook be applied directly to the bottom chord. ®WARNING-VMIydeafpnpazmatsm and READ NOTES ON THIS AND INCLUDEDMITEKREFERENCE PAGE M67473 rov. 10AW401S BEFORE USE. Design valid for use "with MiTek®connectors. This design Is based only upon parameters slmwn, and is for an NoNWual building component,not ��' a Wss system. Before use, Ne bugding designer mustveril the appikabi of design parameters and propeMlnso4rorate Nis assign into Me ovard bugdingdeslgn. Bredng indicated Is to prevent Inciting of Individual Was web andlar chord members only, Additional tempousy and permanent bracing Welk' Is ahvays required for stability and to prevent collapse With possible personal Injury and property damage. Far general guldanoe regarding the fabdcatlon, storage, delivery, erection and bmdng of busses and Was systems, me ANSM111 Quality Criteria, DSBA9 and Best Building Component 69M parka Fast Bled. Safety Information avarable Wm Truss Plate Institute, 218 N. Us Steel, auto 31Z Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Dry Ply J33815-Homeledl Contractors-1804 Model FJ3381 T71160512 5 ZEJ9T Jack -Partial 4 1 Job Reference (options]) East Coast Tmss, FL Pierce, FL 34946 2x4 - 132017 MiTek Industries. Inc. Tau 1-8-0 2-8-0 4m SA-0 9-0-0 1Jt11 1N 'Jet 1N id11 Scale=1:27.8 Plate Offsets ((Y)— 12:Edoe.0-0-41. 14:0-1-0.0-0-01 LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) Mall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.14 12 >741 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.41 12 >263 180 BCLL 0.0 ' Rep Stress Incr YES VVB 0.27 Hoa(TL) 0.12 8 rda n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 421b FT=0% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sizes) 7=108/Mechanical, 2=492/0-8-0, 8=293/1VIechanical Max Horz 2=192(LC 8) Max Uplift 7=.37(LC 8), 2=24(LC 8), 8=27(LC 8) FORCES. (Ib)-Mass. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=250/0, 45=-794/16, 5-6=-1136/110 BOT CHORD 4-11=A14/760, 10-11=-148/991, 9-10=152/858 WEBS 5-11=565/105, 6-10=65/699, 3-13=0/264, 5.10=621277, 6-9=-903/160 BRACING. TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. rMiTek recommends that Stabilizers and required cross bracing he Installed during truss erection, In accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=6.OpsF, h=15ft; B=598; L=sift; eave-0ft; Cal. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 pat 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 37111 uplift at joint 7, 24111 uplift at joint 2 and 27 lb uplift at joint 8. 7) This truss design requires that a minimum of 7116' structural woad sheathing he applied directly to the top chord antl'%.- gypsum sheetrock be applied directly to the bottom chord. QWARNING-Vmifydesipnparemelers and READ NOTES ON MS AND INCLUDEDMITEKREFERENCE PAGEMII.7473 v. 10r03I2015BEFORE USE. }},,����RR Design valid for use mlywah WoMmnnadors. This design Is based only upon parameters shown, and is form NdNWuml building component, not a times system. Before use, vie bWm 4ing designer verify eppG6lNy of design parameters and propertylrcoryorate this design into the overall ■■���Y�■■■■ buildingdasigm goading bktratedistoprevent awNingofIndividual Miss web entlforchord members a*.Addgonallorn maryanlpennaneMboachq MiTek' Is always requlred for stability and to prevent collapse wM possible personal Injury and property damage. For general guidance regarding the fabrimtlon,nonage, delhery, erecllon and among of Wastes and Wss eyetems,see ANSUIPIt Quality Ordeals, DSUS and BCSI Building Component 5904 Parke Fan 13W. Santry Information avaiNbb WmTmss plate Ina0We.218 N. tee SWeL Suke 3iZ Absandda, VA 22a14. Tampa. R 36610 Job Truss Truss Type Dry Ply J33815-Homelech Contractors-1804 Model T71160513 J33815 ZEJ9TA Jack-Parfial 1 1 Job Reference (optioliall East Coast Truss, Ft. Pierce, FL 34946 14-0 1-7-0 14 = drIJU SApr 1J 2Ul/ am Iex LOADING (pso SPACING- 24)-0 CSI. DEFL. In (loci Well Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(L-) 0.13 12 >790 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.38 12 >283 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.26 Horz(TL) 0.12 8 Na n/a BCDL 10.0 Code FBC20141TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SIG No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=108/Mechanical, 2=495/0-1D-9, 8=289/Mechanical Max Halt 2=193(LC 8) Max Uplift 7=37(LC 8), 2=27(LC 8), 8=-26(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 lb) or less except when shown. TOP CHORD 4-5=777/15, 5-6=-1115/109 BOT CHORD 4-11-113/741, 10-11=.147/966, 9-10-152/844 WEBS 5.11=552/104, 6.10=-64/681, 6-9=888/160, 5­10=62/278 Scale -1:30.0 PLATES GRIP MT20 2441190 Weight: 41 to FT=0 BRACING - ,TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Mirek recommends that Stabilizers and required crass bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Wild: ASCE 7-10; VUK=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf, BCDL=6.Opsf,.h=1511; B=59ft; L=911; save=oft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about 8s Center. 3) This 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical Connection (by others) 01 truss to beading plate Capable of withstanding 37 to uplift at joint 7, 27 lb uplift at joint 2 and 26 Ib uplift at joint 8. 7) This truss design requires that a minimum of 7116- structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. ,&WARMING . Verily deslpn poamef ers and READ NDTES ON TI05 AND INCLUDED MITEx REFERENCE PAGE MO-7472le1 100312013 BEFORE USE. coup valid for use myalb MiTeMcmmectora. This design is based Only upon parameters shown, and is far an lbovkual buuding component. no ��- atrust system. across use, be budding designer most nlrRytbe applirabiky of coup parameters and uspeM incoipente Ws design into be ovenig buildingdeslgn. among Indicated is to prevent booting of lnRNdual truss web andfor Chad members only. AddAmlaltemporaryandpennanenibreolng MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgenerel guidance regading the nucleation, storage, delivery, erection and trading ofbusses and truss systems, we ANSUTPk Quality attend, DS549 and Goal Building Component 6901 Parke Fad Blvd. SafetyInformation availableham Tmss Plate Insihuie,219N.tee SueeLSufte312,AJ nd4a,VA22d14. Tampa, F. WIG Job Truss Truss Type Oty Ply J33815-Hometech Contractors-1804 Model T71160514 J33815 ZHJ3 Diagonal Hip Girder 6 1 Jab Reference (optional) East Coast Truss, Ft Pierce, FL 34946 9m. VZMIE 8.110 a Apr 13 2017 MiTek Industries, Inc. Thu May 18 D7:36:46 2017 Page 1 ID:N 6KFgCPMBBdtWgy0wS_AazFMp4DEcUdzDT2fpcLYgPU0as0i1JCeMkCwNfNb2Y FZFKgV Scale: 1 �1' 4.23 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 4.7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Hoa(TL) 0.00 2 n/a rum BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 16 lb FT=O% LUMBER- BRACING. TOP CHORD 2x4 Sin No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc putting. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MrTek recommends that Stabilizers and required cress bracing be Installed during truss erection, in accordance with Stabilizer Installation olds. REACTIONS. (lb/size) 3=149/Mechanical, 2=306/0.10-15, 4=76/Mechanical Max Hom 2=82(LC 8) Max Uplift 3=41(LC 8), 2=68(LC 8) Max Gray 3=149(LC 1), 2=306(LC 1), 4=103(LC 3) FORCES. fib) -Max. CompJMax. Ten. -All fortes 250 (ID) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vu0=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; 8=5911; L=4ft; eave=oft; Cat. II; Exit B; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placeme rttolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate capable o1 withstanding 41 IC uplift at joint 3 and 68 Ib uplift at joint 2. 8) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 61 Ib down and 13 lb up at 1-4-15, and 61 lb down and 131b up at 1-4-15, and 63111 down and 461b up at 4-1-7 on top chord, and 171b down and 61b up at 1-4-15, end 17 lb down and 6lb up at 1-4-15, and 27 to down at 4-1-7 on bottom chord. The design/selection of such Connection' device(s) Is the responsibility o1 others. 9) 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 +koof Line (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIp Vert: 1-3=70, 4-5=-20 Concentrated Loads (lb) Vert: 3=33(F) 4=24(F) QwARN/ND-Vol dealgaparemefersentl READ NOTES ON Me AND INCLUDEDANTEKREFERENCE PAGEMO-74T]rev. 10/a3/2af6 BEFORE USE. Design valld(orbso onlywbb MrekeD connectors. The design is based only upon parameters shown, and is mr an individual building componed,not a Wu system. Before use. to building designer mustvedy Na eppllrablGry ofdesign paameters and pmpedytrcdporale Nis design idothe overag a.i�■■■ -.Y�• bugmngdeogo. Bmdng Ndkatedistopmve bucklingofindVdualbusswebaMorchoNmomWmo*. Additional temporary and permemnt Mixing MiTek' Is always required for elabNty and to prevent collapse wM possible personal injury and prepeDy damage. Forgeneml guldanco regarding the labdotcon,storage, dellvery,ereGon and breGng ofbusses and truss systems, we ANSMII Duality Citeda. DSlfid9 and BCSI sending Component 6904 parka East Bed. Saferylnfomudon avaga0ie gem Truss Plate Ins6tule. 213 N. Lea Sbebl, SUE¢ 312, Akxandda, VA 22ftd. Tampa, FL 36610 Job Truss Truss Type Dry Ply J33815-Hometech Contractors-1804 Model . T71160515 J33815 ZHJ7 Diagonal Hip Ginter 4 1 Job Referenna Innlinnall East CoastTmss, Ft. Pierce, FL 34946 5-1-9 4 7 Scale=1:23.0 2x4 II 4 5 ad _ 1x4 II "_6 61-9 487 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (foe) Well Lld PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.41 Vert(LL) -0.02 8-11 S99 240 MT20 2441190 TCDL 15.0 Lumber COL 1.25 BC 0.39 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.38 Hom(TL) 0.02 7 We We BCDL 10.0 Code FBC2014/rP12007 MaMx-MS Weight: 46lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 2=596/0-10-15, 7=573/Mechanical Max Ho¢ 2=168(LC 23) Max Uplift 2=-88(LC 8), 7=62(1_C 5) FORCES. (lb) - Max. ComBJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=925/56 BOTCHORD 2-8=95/805,7-8=-95/805 WEBS 38=0/260, 3-7=834/81 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends Nat Stabilizers and required cross breUng be Installed during wss erection, in accordance with Stabilizer Installat, It Auld.. NOTES- 1) Wind: ASCE 7-10; Vu8=160mph (3-second gust) Vasd=124mph; TCDL=9.Ops/; BCDL=6.0psf h=15ft; B=59ft; L=10ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 par bottom chord live load noncencunent 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 S 6-0 tall by 2-D-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 88 lb uplift at Joint 2 and 52 Ib uplift at joint 7. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 61 to dawn and 13 lb up at 1-4-15, 61 lb dawn and 13 lb up at 1-4-15, 77 lb down and 49 lb up at 4-2.15, 77 lb drum and 49 lb up at 4-2-15, and 118 lb down and 92 lb up at 7-0-14, and 1181b down and 92 lb up at 7-0-14 on top chord, and 171b down and 6lb up at 1-4-15, 17 lb down and 6111 up at 1-4-15, 16 lb down at 4-2-15.16Ils down at 4-2-15, and 38 Ib down at 7-0-14, and 38 lb down at 7-0.14 on bottom chord. The design/selection of such Connection devlce(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the fare 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: 1-4-70, 4-5=-30, 6-9=-20 Concentrated Loads (Ib) Vert 14=101(F=51, B=51) 16=18(F=9, B=9) 17=72(F=36, B=36) ®WARNING.Vedyy MSlgepznmerers onOREADNOTES ON MS MO 1NCLUDEDMITENREFERENCE PAGEMINW2re1 10412/2015 BEFORE USE. R Design validferuse onlywbh Wake correctors. nw design is bwadasyupon pawnw1weshown, and is for an individual building wmponeM not �q- aWnsy9era. Berore use, the bugtlhit doolgner mudveMylheappirabgM1yafdoYgn parameters and pmpaMOxaparala We dwo, into Ne cwmll ��■���YYY■■ buldmgdoogn. Bracing indicated is to prevent bucking ofindMdualtruss web anclorcilad members any. Awillawltempuraryandpermanentbradng MiTek' is always required for Mobility and to prevent wllapse with possible personal Injury and property damage. For general guidance regarding the facdca0on,storage,delivery, erection and along ofWsses and truss systems. we ANSMH Quality Creeds, OS029 and SCSI Building Component 690d Parke Fast Blvd. Salarylnfomutlon available from Tmss PWo Imitate, 216 N. Lee Street. Subs 31ZMexandda, VA22314. Tampa. FL 36610 Symbols PLATE LOCATION AND ORIENTATION —01 � 3t4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q-r1 fi r For 4 x 2 orientation, locale plates 0- 'nay from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 (dimensions shown in fit-in-siMeenths I(�I (Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates an each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrPI 1. 7. Design assumes trusses will be suitably protectedfrom the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green -lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Trusses are designed for wind loads in the plane of the specified. truss unless Otherwise Shown. 13. Top chords must be sheathed or pudins provided at spacing indicated an design. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek® All Rights Reserved M M Mill ® MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 16. Do not cut or after Wss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green ar treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, wards and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSU(PI 1 Quality Criteria. OFFICE USE ONLY: DATE FILED: I"�,'' .sl' REVISION FEE: �-15po LOCATION/SITE ADDRESS: PERMIT# J 5 ('n - 0 20 RECEIPT # 1 "-� (y LM 5 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIO PROJECT INFORMATION xv DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: eKerZ !Z QUALIFIERS NAME:z-7— Sc ADDRESS: �{GY� ti FAD r CITY:. .4Ael� STATE: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: PA Qa rs .11 "T[ 0- CITY: STATE: PHONE (DAYTIME: ARCIIITECT/ENGINEER INFORMATION: NAME: ADDRESS: c?RV CITY: 4 PHONE ( AYTIME): SLCCC: 9123109 Revised 06130117 APR 05 �018 ST. Lucie County, 'err ST. LUCIE CO CERT. #: 942'�a _ ZIP: FAX: c' ZIP: FAX: STATE: I� FRS'-c"►'S7a';R F OFFICE USE ONLY: DATE FILED: .r REVISION FEE: PERMIT # �% 9W C� RECEIPT # % % V PLANNING & DEVELOPMENT SERVICES {' BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5852 REVISION (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: _ DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: �c QUALIFIERS NAME: _' ADDRESS: 6 o CITY: 0& 9) PHONE (DAYTIME): _% STATE: OWNER/BUILDER INFORMATION: - I NAME': /V CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: t�4d1 eve%" ADDRESS: 8 4 / jL� T. CITY: OS STATE: I PHONE (DAYTIME): 7 9A ` 3 9 -.SQ l z F SLCCC: 9123109 Revised 06130/17 M ST. LUCIE CO CERT. #:� ZIP: FAX: FAX: ZIP: ZIP: -5rq' r FAX: KECENEUD JUN 05 2018 Permitting Department St. Lucie County, FL rn plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and is In compliance with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hunicane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on detals. Anchor embedment to base material shall be beyond wall dressing or stucco. . 3. When used In areas requiring wind home debris protection thts product compiles with Section 1609.12 of the FBC and does not require an impact resistant covering. This product meets missle level "D" and Includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.22 of the FBC. 4. For 2x slud framing construction, anchoring of these units shall be the same as that shown for 2(buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevation, esign pressures, & general miss 2 Door panel detaN 3 Horizontal cross sections 4 Verticalcrosswatiom 5 Buck and frame anchoring -2X buck masonryconstiuction 6 Frame anchoring- I buck mosonry construction 7 B0 of maleda8 & components 37.50' MAX OA FRAME WID1H z 3 o a x s X SWING ;OVERACL ' =..FRAME ' 'DIMENSION,. DESIGNPeESSORE,(PSfJ' POSITIVE ,' NEGATIVE, INSWING 37.50"x82.00" +65.0 -70.0 OUTSWING 37.50"xB0.37" +65.0 -65.0 A 02 F �+ a er: FL-15213.1 �• vv�J 35.7S'MAX DOOR PANEL MOTH U r lw -1___i F71 N SA TM IAll C ..bpV' T- Ii REINFOICEMENIWOOD W, LOT -T 29 4TCHSTILE \ZL,l ReInf=emM T JEF 841,NGULATCHIRLE lj.l.PVC INTERIOR EXTERIOR (I VERTICAL CROSS SECTION I I I I-W I L 021i 6112 N.T.S. JK FL-15213.1 v 2 wZ_ 1-1/4'MIN. 1 2 :0��"'... * � EMB. (TYP.) 4 4 j Q. .• �yy m = Zz < 0 24n2l , 4 =Uig W. 0 F ;V'` / /'••... ` J 000 v mzo EmERIOR 3 0 �' a "'°`E T a3E° 3 32ERIOR00 1 �u� " %3� HORIZONTAL CROSS SECTION 3 shownw/Ixsubbuck 3 4 0 G o 1-1/4"MIN. 4 4 1-i/4"MIN. 2 i EMB. (TYP.) EMB. (1YP.1 ° u 5 4 0.15" MY 3 3 �m I--- C51NK CSINK - 6 (TYP.1 (TYP.) 6 e I a 12 23 23 12 & z 6 e• 16 40 6 p h p INTERIOR INTERIOR 16 R k' g Yo � i tt 0 0 '- z u d 31 EXTERIOR EXTERIOR 13 ° "' wro 02116112. swc N.T.S. 9 3 R 21 40 27 4 1 owc. er: JK m 1 2 HORIZONTAL CROSS SECTION rl-1 awvwc w: HORIZONTAL CROSS SECTION �� e 3 ONSNng Shown -inswing 3 O rppgshod UWMng FL-15213.1 = also approved also approved °n xm 3 or 7 n v v v _ • EXTERIOR •' INTERIOR T VERTICAL CROSS SECTION Q Nso pnpgroved -ln�g EXTERIOR INTERIOR D 3 VERTICAL CROSS SECTION Q bwb ngconfigmnon EXTERIOR 11 INTERIOR (j) VERNCAL CROSS SECTION q Shown w/IX S. Ek EXTERIOR INTERIOR 4 _ VERTICAL CROSS SECTION Q Irux9ng c.ntgur ,.n $$ 9ota 4_ FL-75213.7 [* 4 or 7 r TYP. HEAD & JAMBS BUCK MASONRY OPENING 'o i 0 BUCKANCHORING HINGEJAMB CONCRETE ANCHOR NOTES: 1. Concrete anchortocallons at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete onchorlocaffons noted as MAX. ON CENFER°must be adjusted to maintain the min. edge distance to mortarjoints, adciUonal concrete anchors may be required to ensure the MAX. ON CENTER° dimension are not exceeded. 3. Concrete anchor table: ANCHORi ANCHOR MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMENT ;TO MASONRY: TO ADJACENT 3 EDGE .ANCHOR . ITN ® 1/4° 17/4" 2° 4- TAPCON ELCO 1/4° ULTRACON WOOD SCREW INSTALLATION N07ES: 1. Maintain a minimum 5/8" edge distance, 1°end distance, & I'a.C. spacing of wood screws to prevent the splitting of wood. • J `6. f 2X BUCK b _TYP. HEAD& _ JAMBS FRAME — — MASONRY OPENING -0 dI• �! FRAMEANCHORING Masonry2X buck construction d y Ea rN \l. E V 2 K e V CC8 n 4 FoFy z STRJKEJAMB HINGEJAMB STRIKE PLATE DETAIL �a 1 ro E02 i6 12 E N.T.S. e X u e LFS i FL-15213.1 � xr 5 ar 7 ° G P 3G IYP. HEAD $ JAMBS 1K BUCK OPENING \ I i HINGEJAMB FRAMEANCHORING CONCREWANCHOR NOTES: Masonry IX buck construe ion T. Concrete anchorlocatiorss at the comers maybe aclusted to mainfoln the min. edge drstance to mortorjoints. 2. ConcrefeanchwlocaHonsnotedas°MAK.ONCENIER"mustbac*sfedto maintain the min. edge dstonce to modarjalms, additional ronaete anchors may be mgOed to ennae the MAX. ON CENIER°a7mensfon am not exceeded. 3. Concreteanchortable: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN,CLEARANCE TYPE _SRE EMBEDMEM TO MASONRY jTO ADJACEM ..:. eEDGE ::ANCHOR" TAITW o 114' 1-1/4- Y 4' ELCO 41 ULTRACON Irw a 3/16- 1.1/4' 3' 1-112' TAPCON WOOD SCRE W INSTALLATION NOTES: ANlelnn ro.E lion ennNnn nl T. Maintain a mWmum5/8' edge catance,l en wood scram to prevent the splitting of wood. I 51 —O STRIKEJAMB HINGEJAMB STRIKEPLATEDETAIL um fEN NjMq 4 o c z m o 0 y cW 6y� 9dia 9 14 n F7.-75213.1 0 6 or 7 1 HILL OF MATERIALS ITEM DESCRIPTION MATERIAL I MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 2 1X BUCK SG>=0.55 WOOD 3 2X BUCK SG>=0.55 WOOD 4 1/4" MAX. SHIM SPACE - 5 1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 6 #10x2-1/T PFH WOOD SCREW STEEL 8 #9x3/4"PFHWOODSCREW STEEL 9 DOOR SKIN MIN. 0.075' THICK FIBERGLASS 10 1 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 10A I VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL 11 REINFORCEMENT WOOD FOR LOCK WOOD 12 FINGER JOINTED PINE JAMB WOOD 13 #9 x 2-1/4" PFH WOOD SCREW STEEL 14 BOTTOM RAIL CELLULAR PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD ISA INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM . I6A COMPRESSION WEATHER STRIP QLON 650 BYSCHLEGEL FOAM 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIK.SET DEADBOLT -SIGNATURE SERIES 780 STEEL 20 1 POLYURETHANE FOAM BY NANYA POLYURETHANE 21 4" x 4" BUTT HINGE STEEL 23 POLY FIBER JAMB COMP. / VINYL 24 HINGE & LATCH STILE CELLULAR PVC 25 TOP RAIL CELLULAR PVC 26 DEADBOLT STRIKE PLATE STEEL 27 LATCH STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM./WOOD 29 HINGE& LATCH STILE REINFORCEMENT LVL 30 1 /4" X 3-3/4"PFH ITW CONCRETESCREW STEEL 31 #9 x I"PFH WOOD SCREW STEEL 32 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 33 3/16"X3�1/4"PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL- SEE DOOR PANEL DETAILSHEET FOR CONSTRUCTION DETAILS 4S6" LI 2.12' ---l—T — 2.43' 12 JAMS (1 ADJU6TA� h 1 I— 4S6° L 21T RJ POLYPLBERJAMB 4.56' 2OUISV MG BUMP THRESHOLD g:z@:gym N i n 0 �a0 r 0p E 9mm da u md`a T6 � sa: JK a LFS i .G NO. ° FL-1521J.1 n m 7 OF 7 D D plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING 'WON-IMPAcr, GENERAL NOTES I. This product has been evaluated and 8 in compliance Will the 5th Edifion (2014( Florida Building Code (FBC) structural requirements excludng the"High Velocity Hurricane Zone" (HVHZ(. 2. Pfoduct anchors shall be as rested and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used to areas requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that compiles with Section 1609.1.2 of the FBC. 4. For2c stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONIEMrS SHEET® DESCRIFUON 1 7yplcol elevation, design pressures, B general notes 2 Door panel detals 3 Horizontal] cross sections 4 Vertical cross sections 5 Buck and fame anchoring- 2X buck masonry conshuctlon 6 Fromeanchoring-IXbuckmasanrycomtructlon 7 Endura astragal detail 8 B'1 of materials, glazing detail 8 components I'- 74.00rMAX. OVERALL FRAME WIDTH —{ 3 O m 0 x ® /� ti $ OVERALL "DOOR GLASS DESIGN PRESSURE .,, , ' ' "" SWING ,, ,, --FRAME DIMlEN5101� ' D.LO ,;DIMENSION "!'ryPE °POSITIVE . NEGATIVE;'. INSWING 74.00"x82.00" 21.00"x 63.00' +47.0 -47.0 GI OUTSWING 74.00"x80.50" 21.00"x63.00" +50.0 -$0.0 1.. r. 6 /AF % JM1 a en LFS ? uwwc nm e FL-15213.17 (F�DOORPANEL EXTERIOR HORIZONTAL CROSS SECTION 0.91r -1 I-V [— 1.59" C�� ® i 1.59" [M_T r @5PURAor IL YC AH&HHYCfftLE -L - EINfORCWEMfYOOD (4;;M RAIL W vPy k Cell0w"C GLAZING COMPOUND q GI 0.5' GLASS 1"MIN. BrrmGLASS THK. 1/8"TEMPERED HLNG I&IATCH STYLE GLASS CA Wm PVC AIR SPACE OPTIONAL DECORATIVE INSERT AIR SPACE .......... 1/8"TEMPERED GLASS GLAZING SPACER #Bxl-I/TPFH LIP UTE COL/WESTERN REFLECTIONS HP eAILAZI G IL %%%o ... IN A, % 4 K. d 5S z y, 41 N 1H 5 c;H EXTERIOR a) VERTICAL CROSS SECTION JK O LFS FL '01F3 1uoa17 8 w 2 OF 8 2 : ... 4 EMB. (IYP.1 ` ., 2 a a 21 20 C A FjjD $'m iVcmn PIP fill Y \\\ EPvmz 18 •' I z vim 3 v c 3 INTERIOR 3 3a H EXTERIOR 10H 2� y 9 � 11 c o HORIZONTAL CROSS SECTION a o S 3 sc Shownw/IX Iuk of o 1-1/4"MIN. 4 4 FMB. (M.) EMB. (IYP.) a a � m NOTE: D C C D US, 1. As noted in the test report astragal was attached 015" I-�CBMK L ` RYP-) to the inactive leaf With (101#8x3"psh sins and (4)#10x2-1/2 pfh sms for all 6'-e"(outswing). C51NK PIP.)� L Astragal was attached to the inactive leaf with 20 21 (9)08x3"psh sms and (4)#10 x 2.1/2"Pfh sms 21 20 for all 6'-8" (inswing). z •' B g 6, Z 8 8 ' 4D'02 40 INTERIORINTERIOR O*SEE 16 1210 EXTERIOR EXTERIOR 10 K sr.,•. N.7.5.11 9 9 11 8 mra er: JK m a« m LFS 3 E 1 HORIZONTAL CROSS SECTION / 2 HORIZONTAL CROSS SECTION %3� HORIZOMAL CROSS SECTION E UMNM NO.; d S ONwlnq shown-insw7rlg 3 Ou6wdngshown-inswng 3 Outswing shown -inswing FL-15213.17 -° also approved also approved a6o approved E sxsn 3 a• 8 fl . E �N';7 z 4,•�O��gn �m .a• .•.. iV'•. •�!� Scan p 'a E ''''L�/llll l\``(_Y` uwWi i n . B � o ono 96`oa c 40 40 20 B 20 0 (j t=. B 21 U W O W 21 EXTERIOR INTERIOR EXTERIOR INTERIOR K W U 1 VERTICAL CROSS SECTION VERTICAL CROSS SECTION a W q Ouhwing shown-N ng 4 Shown w11 .b-0uck t5 also approvetl � o a EXTERIOR INTERIOR EXTERIOR INTERIOR 40 Y z 40 B 34 30 fi o 31 rc 33 E S n. e E =' ou[: 02 16 12 i srus: N.T.S. ° oxc. ar: JK m' LFS 3 3 VERTICAL CROSS SECTION VERTiCAL CROSS SECTION owxivro um d q Oo ngconfgmton 4 Insvdng configuration FL-15213.17 n 0 sxssr 4 OF 8 x — — 0 4r �m ri•rpo SEE DETAIL 01 *1nU ``` zoz 'VI1 no", 0 MASON TYP. HEAD nJAMBS3 OPENING� &� II OPENING' goon II II — ASTRAGAL I II FRAME ASTRAGAL 1 VAN$ vA a mda� `� `NI 7X BUCK FOR �I SHOWN FORSHOWN — 'I REFERENCE z REFERENCE U D(BUCK ONLY — ONLY II _ D � U II I I L SEE DETAIL I I I nP. Q sRL ^ o o o' II "1" I I o pw w ZB � O YY M m >j WOO BUCKANCHORING HINGEJAMB FRAMEANCHORING ASiRAGALSiRIKEJAMB n a Masonry4l(buckcomhuctbn D 27 m L 3 G LATCHBDEADROLTDETAIL ry m CONCRETEANCHOR NOTES: � 8 0 1. Concrete onchorlocaions at the comers maybe adjusted to maintain the min. edge dstance to mortarjoints. 2 Conwte anchorlocatians noted os MAX. ON CENTER"must be adjusted to DETAIL2 9 H maintain the min. edge distance to mortarjoints, addHanal concrete anchors K H may be required to ensure the MAX. ON CENTER"dmenslon ore not exceeded. S 3. Concrete anchortable: O 3 1D ^ n ANCHOR'. ANCHOR >. MIN. MIN. CLEARANCE MIN. RA CLEANCE 71 MASONRY: TOADJACEM TYPE. _; SITE EMBEDMENT ,:TEDGE ;,ANCHOR :::::: m a ITW TAPCON® 1/4" 1-1/4" R" 4" m o z o ^ am 9 4 08 ' ELCO ® 1/4" 1-1/4" 1_ 4" swa N.75. ULTRACON $ wvc. en JK m ITW a 3/ld" 1.1/4' 3" 1.1/T" TAPCON N HINGE DETAIL noc m: LF5 3 WOOD SCREWINVALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1"end distance, & i"o.c. spacing at DETAIL Inswing conlIgumtbn DETAIL Outswing conigumflon DUw No. e FL-t 5213 17 n wood screws to prevent the spFiiMing of wood. 5 sxar p r A TYP. HEAD 8 MASONRY JAMBS OPENING IT&1,vA4 1X \--SEE DETAIL 7. II I I I I I `ASTRAGAL SHOWN FOR REFERENCEONLY I I I I II p TYP.®SILL SEE DETAIL HINGEJAMB FRAMEANCHONNG CONCRETEANCHOR NOTES: Masonry IX beak construction1. Concrete anchorlocaffom of fhe comers maybe adjusted to mainfoh the mN. edge dAtance to modarldnts. 2 Concrete anchorlacafiom nofedos WAY ONCEMER"musfbeadjustedto maintain the min. edge drislance to modarjolnfs, addtlonal concrete anchors may be requked to ensure the 'MA ON CEMER" dmenslon are not exceeded. 3. Concreteanchortable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE. TYPE 3IEE EMBEDMENT 70 MASONRY TOADJACENT. -:EDGE ::ANCHOR ..: UW TAITW a 1/A' 1.1/A' 2' 6' ELCO ® 1 4' / 1.1/A' 1° <' ULTRACON ITW ® 3/16- 1.1/S' T 1.1/2' TAPCON wwu aceew snuwun nun noMn: I. Maintain ewstop B/tthes tlngof,Yenddisfance,a 1'o.c. spaWB of wood screws toprevent IhespB/Nng of wood. to ASTRAGALSTRIKEJAMB 777 DETAIL I Inswing configulaflon HINGE DETAIL G 3 DETAIL 2 — i C Gy, r Opt, r a M Y* Z S1�EZU!m "Ps m A, A, F$n • \(��� i>>�m Lev a o ii BEsg 9docw I �R va m ds a g 4 S O 3 •' e w 4 n¢ e � 'z O o u ma 9 4OB �..... N.T.S. o.+a W. JK m ax m: LFS 3 uenevro na i DETAIL 1 FL-15213.17 =" Oufswln configuration g guraBon a 1° sxse* 6 or 8 — — O vs- 3.75 10.7e 18.75' 2675 LATCH (BLIND HOLE) DEAD BOLT (THRU HOLE) _ U1 33.125'�{ r N:.7 se o 0 6'8 ALUMINUM ASTRAGALASSEMBLY By Endura Product a a f r1 62 61 L 67 65 dl TOP OLTR AlNER M47L•93/CAMNnum VIEW A-A E� m Aluminum Astragal Assembly I 19.63°—�—•-I1 67 S111DE eel OO bo y ,.63 1.75 � w,E: s scue AL UM INUM ASTRAGAL BOIRIM BOLTRETAINER BYFdum Pratluct 62 MATL•93/4' Alumnum mm. en ownvnxc FL-15213.17 BILLOF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I BUCK SG>=055 WOOD 20 FINGER JOINTED PINE FRAME HEAD &HINGE JAMBS WOOD B 2X BUCK SG r- 0.55 WOOD 21 POLYFIBER JAMB COMP. / VINYL C 1/4"MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1/4"X2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY -3A00 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM./ WOOD F 1/4"X 23/4" PFH TTW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC G 3/16"X3-1/4"PFH TIW CONCRETESCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD H 1/4"x3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD I 1!4''X 2-1/4"PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL- SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS J 1/4''X 33/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS K #9X 2-1/7 PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC L #lOX2-1l2"PFH WOOD SCREW STEEL 43 LATCH &HINGE STILE CELLULAR PVC M 49X2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD N 3/1 e X 3.11T PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC 0 3/16"X1-1/2PFH UW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 1 #10X2-1/2"PFHSMS STEEL 47 CONTINUOUS LATCH& HINGE STILE REINFORCEMENT WOOD 2 #BX3"PSHSMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONE 3 FLUSH BOLT STRIKE PLATE STEEL 55 UP L1TE ODLIWESTERN REFLECTIONS HP POLYPROPYLENE 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZINGSPACER ALUM. 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 #8x 1-1/T PFH HIE FRAME SCREW STEEL 9 4"X4"BUTT HINGE STEEL 61 93/4"LENGTH TOP BOLT RETAINER ALUMINUM 10 #9 X 1" PFH WOOD SCREW STEEL 62 93/4" LENGTH BOTTOM BOLT RETAINER ALUMINUM 11 #9X3/4"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 67 SLIDE BOLT ROD STEEL 18 KWIKSEf DEADBOLT- SIGNATURE SERIES 17801 STEEL @ADJUSTABLE INSWING THRESHOIDINSWING iHRESHOID LIB456"� II I� 0-M20 EAD351DE Jamb U AOIUSTABIEINSWING TNRESHOLD 4 66" i�OVISWING BUMP 7NRFSHOLD v r--4.56'—�j � �II 21 NEAD 8510E POIYBbellamb W. FL-15213.17 'm 8 V-L hL-- L°:J�f o M 1 MAY 3 1 2017 St.Public ty Lucie DYks Customer Name: Cp "n;y, FL -Address: Phone: , Fax: Customer Information: Comments: Quote Date: 5/9/2017 Project Name: Hometech Quote Name: Hickory_5601 1114-ogy _b - p6hel /Rol Order Date: Quote Not .Ordered PO Number: RO size for Flange is for standard 1x buck with precast sill Please contact your supplier for other Flange opening SIZES'' CO�ATION/'TAGPRODUCTDESCRIPTION Line Item: 149,-1 Master Bath Quantity. "• PRODUCT— Row 1 185 Single Hung - Vent- 1 Units - 36W z 37.375H •" DIMENSIONS •'• RO Size 37.76'X.38: �� 36W x37.375H Unit Size: 36"X37.375" "FRAME-" 111 185 Single Hung • VentF F23 Line Item: 200-1 Quantity: .RO Size: 9.875" X 63" Unit Size: 18.125" X'62" 185 Single.Hun -Vent F75 Room South, Aluminum, Frame Type -Flange D_PYFxt�ior Color - White "• GLASS Glazing Type- ated, Glass Tint- Clear, HP Low-E and Obscure, ObscurePla ment- Full, Tempered Location -Full, Glass Strength - Screen - Half,: Screen Mesh Type - Charcoal Fiber, Screens Packed. Series 185::SingleHung, U-Factori0.53, SHGC::0.24, \M%0.45 •'• Performance ••• Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule ID::185 SH, Rating Type::DesignPressure, Structural Ratng :R-PG60, Water Rating::9.19, FL ID::17499 ;Row 1 185 Single Hung - Vent- 1 Units-18.125W x 62H "'• DIMENSIONS "• •�� 18.125W-x 62H " FRAME •.« South, Aluminum, Frame Type.- Flange, 55DP, Exterior Color- White GLASS'•• Glazing Type - Insulated,. Glass Tint- Clear, HP Low-E, Glass Strength - DSB •" GRILLES" Grille Type -. SDL-OS w/ GBG,, Grille Thickness/Style - 3/4" Sculptured, GrillePattern- Colonial Bottom Glass: Number -Wide - 2, Number High - 2 Top Glass: Number Wide - 2, Number High.- 2 "• SCREEN •" Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately -Yes ." Performance"" -Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15,DP Rule 113::185 SH, Rating Type::DesignPressure, Structural RbVng :R-PG60, Water Rating::9.19, FL ID::17499 ! r i:,, t r Quoted by: Call Buchmeyer Pages: 1 of '6 Print Date: 5110120179:36:23PM JBR Exteriors, Inc. ;UNIT PRICE] EXTENDED PRICE .Line Item: 0-1 Quailtity� �. RO Sae: 53.875" X'.63" -Unit Size: 52.125" X 62' LOCATION /'TAG Line Item: 400-1 Quantity: (f) RO Size: '37.75" X 63" UnitSize: 36" X 62" 186Sin le un -Vent- 2& "'PRODUCT"' Row 1 185 Single Hung - Vent -1 Units 52:125W x 62H ••' DIMENSIONS •TM 52.125W x 62H ""'FRAME ••• South, Aluminum, Frame Type- Flange, 55DP, Exterior Color- White GLASS '•' Glazing Type - Insulated, Glass Tint- Clear,. HP Low-E, Glass Strength -DSB «. GRILLES ••• Grille Type -SDL-OS wl GBG, Grille Thickness/Style -. 3M' Sculptured, Grille Pattern - Colonial Bottom Glass; Number Wide-4, Number High - 2 Top Glass: Number Wide - 4, Number High - 2 '•• SCREEN'•• Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately -Yes ••• Performance Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule ID: 185 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19; FL ID::17499 UNIT "* PRODUCT`*• Row 1 185 Single Hung - Vent -1. Un 36W x 62H DIMENSIONS'•• 36W x 62H ••• FRAME"' South, Aluminum, Frame Type -Flan e.55DP EMeriorColor_White .� ••• GLASS "' GlazingTyp nsulated;GlassTint- Clear, HP Low -Fond -Obscure; Obscure PI cement - Full, Tempered Location -Full, Glass Strength - DSB ••• GRILLES •" Grille Type - GBG, Grille Thickness/Style - 5/8" Flat, Grille Pattern - Colonial Bottom Glass: Number Wide --3, Number High -2 Top Glass: Number Wide - 3,.Number High - 2 ••• SCREEN ' Screen - Half, Screen Mesh Type- Charcoal Fiber, Screens Packed Separately - Yes Series 185::SingleHung; U-Factor.:0.55, SH6C::0.22, Vr::0.4 "' Performance'•• Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Ratingr:60.15, DP Rule1DA85 SH, Rating Type::DesignPressure, Structural Rating::R-PG60, Water Rating::9.19, Quoted by: Gail Buchmeyer Pages: 2,of 5 Print Date: 5110r20179:36:23AM J13R Eldedom; Inc ITEM'8 SIZES-' LOCATION / IPTI,ON - .. -' UNITP Line Item: 500-1 =1 Door "` PRODUCT' Quantity: 1 Row 1 185 Picture Window- Fixed -1 Un 64W x:20H '"" DIMENSIONS"•` RO Size: 65.75" X 21" 64Wx 20H Unit e: B4"X 20" `•` FRAME"` South, Aluminum, frame Type - Flange, 55DP, Exterior Color White ••'GLASS - Glazing Type - Insulated,Glass Tint -Clear, HP Low-E, Glass Strength - 3116" "NFRC "* 1 Series 185::DirectSet, U-Factori0.52, SHGC::0.27, VF::0.48 "" Performance "' n Series 185::DirectSet, Calculated Positive DP-Rating::60, Calculated I Negative DP'Rating:60, DP Rule ID::185-PW, Rating Type::DesignPressure, Structural Rating::CW-PG60, Water s4 Rating::9.00, FL ID::15349 185 Picture Window - Fixed - CustomCustom ITEMA SIZES . L ON 1 DUCT DESCRIPTION' ' ' UNIT PRICE I EXTENDED'.PRICE Line Item: edroorns 2-3-4 — P ODUCT "' Quantity. �600�-1 R 1 185 Single Hung- Vent-1 Units - 36W x,62H `•• U DIMENSIONS RO Size: 37.75" X 63" — 36W x 62H Unit Size: 36" X 62" "• FRAME'•" South,Aluminum, Frame Type- Flange, 55DP,Exterior Color- White '•' GLASS••' Glazing Type - Insulated, Glass Tint - Clear, HP Low-E, Glass Strength- DSB ` SCREEN `•• Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes NFRC••' Series 185::SingleHung,. U-11r.:0.53, SHGC::0:24,1:115 4 `" Performance'" Series 185::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rating::60.15, DP Rule ID::185SH,.Rating e Type::DesignPressure, Structural Rating:;11-13G60, Water Rating::9.19, FL ID::17499 185 Single Hun - Ve - F25 ITEM & SIZES. ". LOCATION /TAG PRODUCTDESCRIPTION, ',' UNIT PRICE /:EXTENDED PRICE Line Item: /700-1 Hall Bath Quantity:/ 1 1 ROSize: 725" X 26" Unit Size: 25.5" X.26' oQ '" PRODUCT •" Row 1 185 Single Hung -Vent- 1 Units-25.5Wx 25H •'• DIMENSIONS'"` 25.5W x 25H " FRAME '•` South, Aluminum, Frame Type - Flange, 55DP, Exterior Color- White. GLASS " (Gra—zing Type - Insulated, Glass Tint- Clear, HP Low-E and Obscure,bscure Placement -Full, Tempered Location = Full, Glass Strength - GR * SCREEN Screen - Half; Screen Mesh Type - Charcoal Fiber, Screens: Packed Separately -Yes "` NFRC "• Series 185::SingieHung,.0 Factor:0.53, SHGC.:024 Vi:0.45 Performance "• Series 185::SingleHung, Calculated Positve DP Rating 60.15, Calculated Negative DP Rahng :60.15,. DP Rule ID:185 SH, Rating Type::DesignPressure, Structural Rabng::R-PG60, Water Rating::9.19, FL ID::17499 Quoted by: Gail Buchmeyer Quote Number. 1697318 Pages: 3of 5 Prim Date: 5112201712:09:04 JBR Exteriors, Ina ' Line Item:/8�00-1 Master Qu$ntityf 2 RO Size: 9.875"X 63" UnitSize: 18.125' X.62' Line Item: 900-1 Great Roopm Quantity:0 RO Size: 143.3125" X110.5" Unit Size: 142.8125' X'80 �1 142.8125 PRODUCT "' Row, 1 185 Single Hung - Vent-1 Units - 18.125W x 62H "• DIMENSIONS •" 18.125WX62H "'FRAME'" South, Aluminum, frame Type - Flange, 55DP, Exterior Color - White GLASS •'• Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Glass .Strength -DSB "•SCREEN Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - Yes NFRC "' Series 185::SingleHung, U-Factor.:0.53, SHGC::0.24, VT::0.45 '' Performance" Series 165::SingleHung, Calculated Positive DP Rating::60.15, Calculated Negative DP Rafing::60.15, DP Rule ID::185 SH, Rating Type::DesignPressure, Structural Rating.:R-PG60, Water Raling:9.19, FL ID::17499 "' PRODUCT "`\ Row 1 430 Three Panel Patio. oor t nits-142:8125W x 60H "' DIMENSIONS"' 142.8125W x 80H. "' FRAME p - South, Aluminum, Frame Type - Finless, 2" Sill; DP40.0, Exterior Color -White GLASS'•• Glazing Type - Insulated, Glass Tint- Clear, HP Low-E, Tempered Location - Full, Glass S "'SCRE ' Screen -Aluminum ""HARDWARE'"` Flush Mount "•NFRC'"' Series 430::TripleSlidingDoor, U-Factoc:0:58, SHGC::0.25, Vic:0.46 ` Performance Series 430::TripleSlidingDoor, Calculated. Positive. DP RaQng::40,. Calculated Negative'DP.Rating::40, DP Rule IDr:43D,PD, Rating Type::DesignPressure, Structural Rating::R-PG40, Water Rafing::6.00, FI 111­14uu� 430 Three Panel Patio. Door 1 -120 6 Quoted by: Gail Buchmeyer JBR Exteriors, Inc. Pages: 4 of 5 Print Date: 5/10/2017 9:36:23 AM New Construction Subterranean Termite Service Record OMB Approval No. 2502-0525 (exp. 05/30/2018) ThiB form is licensed Pest Control searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information ifs required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to Lertify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment forspecific homes will , use the information collected. The information is not considered confidential, therefore, no assurance of confidentiality is provided. This repoWs submitted for informational purposes to the builder on proposed (new) construction cases when treatment for prevention of subterranean infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name: EVICT -A -BUG -TERMITE& PEST CONTROL INC. CompanyAddress 2373 SW WOODRIDGE STREET Company Business License No. JF176775 FHAIVA Case No. (if any) City PORT ST. LUCIE State FL Zip 34953 Company Phone No. 772-323-7921/1-877-365-9990 Section 2: Builder Information Company Name HOMETEC CONTRACTORS-1082 SW LIGHTHOUSE DR. PALM CITY Phone No. 772-370-7267 Section 3: Property Information Location of Structure (s) Treated (Street Address or Legal Description, City, State and Zip) 5601 HICKORY DR., FORT PIERCE, FL 34982 Section 4: Service Information Date(s) of Service(s) INITIAL TREATMENT PRIOR TO SLAB POUR Type of Construction (More than one box may be checked) ©Slab Basement ❑ Crawl ❑ Other Check all that apply: ® A. Soil Applied Liquid Termiticide Brand Name of Tenmiticide: BASELINE EPA Registration No. 279-3177 Approx. Dilution (0/6):.06 Approx. Total Gallons Mix Applied: 350 Treatment completed on exterior: •Q Yes Q No • B. Wood Applied Liquid Tenmiticide Brand Name of-Termiticide: EPA Registration No. Approx. Dilution (%): Approx. Total Gallons Mix Applied: C. Bait system Installed Name of System EPA Registration No. Number of Stations installed D. Physical Barrier System Installed Name of Attach installation information (required) Service Agreement Available? 4/ Yes No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments THE STRUCTURE IS UNDER A ANNUAL 1,000,000 RENEWABLE REPAIR & RETREATMENT WARRANTY. WARRANTY RENEWAL, RENEWS ON 09-20-2017 Name ofApplicator(s) PAUL LUGARA & TYLER SOUZA Certification 4..,y75i gyAo by State law) JE119427 & JE20026 • The applicator has used a product in accordance with the product label and state requirements. All cif ridlsgn� methods used comply with state and federal regulations. /�J Authorized Signature PAUL LUGARA Dy W bsl9nW by PAUL LUGA offie: 2016.05.1115b724-0 1)v Data 06-20-2017 Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/oravil penalties. (18 U.S.C. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD.NPMA-99-B (08/2008) FORM R405-2014 Ay 2� FLORIDA ENERGY EFFICIENCY CODE FOR dUILdINIa CONSTRUCTION Pu' tic;. ;,.,,,, Florida Department of Business and Professional Regulationuu'des[.c�ent AQerformance Method Project Name: 1804 MODEL GARAGE RIGHT -HICKORY DR Builder Name: HOMETECBUILDERS Street: 5601 HICKORY DRIVE Permit Office: ST LUCIE COUNTY City, Sfate, Zip: FORT PIERCE, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce County:: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2123.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1899.30 ft' b. Frame- Wood, Adjacent R=11.0 224.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft, 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1804.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1804.00 ft2 6. Conditioned Floor area above grade (112) 1804 b. N/A R= ft2 Conditioned Floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. W indows(319.3 sgft.) Description Area a. Sup: Attic, Rel: Attic, AH: Garage 6 175 a. U-Factor. Sgl, U=0.53 141.00 ft' SHGC: SHGC=0.24 b. U-Factor: Sgl, U=0.58 120.00 ft2 12. Coding systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:16.00 c. U-Factor: Sgl, U=0.55 30.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 28.33 ft2 a. Electric Strip Heat 27.0 COP:1.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.244 14. Hot water systems 8. Floor Types (1804.0 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1804.00 ft2 b. Conservation features EF: 0.980 b. N/A R= ft2 None c. N/A R= ft2 16. Credits None Glass/Floor Area: 0.177 Total Proposed Modified Loads: 66.03 PASS Total Baseline Loads: 70.85 I hereby certify that the plans and specifications covered by Review of the plans and STgl� this calculation ;:re i mpliance with the Florida Energy specifications covered by this OFSK& �?' Code. calculation indicates compliance with the Florida Energy Code. F nu"•. w:<"' r x ,2 �O PREPA ED BY: Before construction is completed r C DATE: - (- this building will be inspected for t7 i�l e y compliance with Section 553.908 . o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. - � OWNER/AGENT- /P,,11 BUILDING OFFICIAL: DATE: - - /17 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. FILL ON � 5/11/201711:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 7 FORM R405-2014 PROJECT Title: 1804 MODEL GARAGE RIGH Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1804 Lot # Owner: Total Stories: 1 Block/SubDiAsion: # of Units: 1 Worst Case: No PlatBcok: Builder Name: HOMETEC BUILDERS Rotate Angle: 0 Street: 5601 HICKORY DRIVE Permit Office: ST LUCIE COUNTY Cross Ventilation: No County. St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type: Single-family FL, New/F)dsbng: New (From Plans) Comment: CLIMATE _ / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO_BEACH_MUNI 2 39 90 70 75 299 62 LOW BLOCKS Number Name Area Volume 1 Entire House 1804 18822 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 MASTERSUITE 262 2358 No 0 1 1 Yes Yes Yes 2 M W IC 1 36 288 No 0 1 Yes Yes Yes 3 M WIC 2 30 240 No 0 1 Yes Yes Yes 4 MASTER BATH 138 1104 No 0 1 Yes Yes Yes 5 GREAT ROOM 336 4704 No 0 1 Yes Yes Yes 6 FOYER 40 560 No 0 1 Yes Yes Yes 7 DINING 156 2184 No 0 1 Yes Yes Yes 8 UTILITY 36 288 No 0 1 No Yes Yes 9 KITCHEN 156 2184 Yes 0 1 No Yes Yes 10 CLST 2 14 112 No 0 1 Yes Yes Yes 11 BEDROOM 2 143 1144 No 0 1 1 Yes Yes Yes 12 BATH 2 63 504 No 0 1 Yes Yes Yes 13 CLST 3 18 144 No 0 1 Yes Yes Yes 14 BEDROOM 3 150 1200 No 0 1 1 Yes Yes Yes 15 CLST 4 12 96 No 0 1 Yes Yes Yes 16 BEDROOM 4 163 1304 No 0 1 1 Yes Yes Yes 17 HALLWAY 51 408 No 0 1 No Yes Yes 5/11/201711:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 7 FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood. Carpet 1 Slab -On -Grade Edge Insulation MASTER SUITE 31.6 ft 0 262 ft- ___ 1 0 0 2 Slab -On -Grade Edge Insulation M W IC 1 6 ft 0 36 ft- ____ 1 0 0 3 Slab -On -Grade Edge Insulation M W IC 2 2 ft 0 30 ft2 --- 1 0 0 4 Slab -On -Grade Edge Insulation MASTER BATH 36 ft 0 138 f? ____ 1 0 0 5 Slab -On -Grade Edge Insulation GREAT ROOM 16 ft 0 336 ft2 ____ 1 0 0 6 Slab -On -Grade Edge Insulation FOYER loft 0 40 112 ___ 1 0 0 7SIab-On-Grade Edge Insulation DINING 22ft 0 156 ft- ____ 1 0 0 8 Slab -On -Grade Edge Insulation UTILITY 1 ft 0 36 ft' __ 1 0 0 9 Slab -On -Grade Edge Insulation KITCHEN 1ft 0 156 ft' ___ 1 0 0 1 OSlab-On-Grade Edge Insulation CLST 2 2 ft 0 14 ft2 ___ 1 0 0 11Slab-On-Grade Edge Insulation BEDROOM 2 l l ft 0 143 ft' ___ 1 0 0 12SIab-On-Grade Edge Insulation BATH 2 7 ft 0 63 ft2 ___ 1 0 0 13SIab-On-Grade Edge Insulation CLST 3 2 ft 0 18 ft' ____ 1 0 0 14SIab-On-Grade Edge Insulation BEDROOM 3 25 ft 0 150 ft- ____ 1 0 0 15SIab-On-Grade Edge Insulation CLST 4 2 ft 0 12 ft' ____ 1 0 0 16Slab-On-Grade Edge Insulation BEDROOM 4 24.9 ft 0 163 W ____ 1 0 0 17SIab-On-Grade Edge Insulation HALLWAY 1 ft 0 51 ft2 ____ 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emift Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2018 ft2 0 ft' Medium 0.3 No 0.9 No 0 26.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1804 ft- N N 5/11/2017 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 7 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type _ 1 Under Attic (Vented) MASTER SUITE 30 Blown 262 ft' 0.1 Wood - 2 Under Attic (Vented) MWIC1 30 Blown 36 ft2 0.1 Wood 3 Under Attic (Vented) M W IC 2 30 Blown 30 ft' 0.1 Wood 4 Under Attic (Vented) MASTER BATH 30 Blown 138 ft- 0.1 Wood 5 Under Attic (Vented) GREAT ROOM 30 Blown 336 ft2 0.1 Wood _ 6 Under Attic (Vented) FOYER 30 Blown 40 ft2 0.1 Wood _ 7 Under Attic (Vented) DINING 30 Blown 156 ft2 0.1 Wood _ 8 Under Attic (Vented) UTILITY 30 Blown 36 ft2 0.1 Wood 9 Under Attic (Vented) KITCHEN 30 Blown 156 ft- 0.1 Wood 10 Under Attic (Vented) CLST 2 30 Blown 14 ft2 0.1 Wood 11 Under Attic (Vented) BEDROOM 2 30 Blown 143 ft2 0.1 Wood 12 Under Attic (Vented) BATH 2 30 Blown 63 ft' 0.1 Wood 13 Under Attic (Vented) CLST 3 30 Blown 18 ft' 0.1 Wood 14 Under Attic (Vented) BEDROOM 30 Blown 150 ft2 0.1 Wood _ 15 Under Attic (Vented) CLST4 30 Blown 12 ft' 0.1 Wood _ 16 Under Attic (Vented) BEDROOM4 30 Blown 163 ft2 0.1 Wood 17 Under Attic (Vented) HALLWAY 30 Blown 51 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing 'Framing Solar Below it r)rnt T, IN nil TypeSpace _ 1 SE Exterior Concrete Block- Ext InsMASTER SUI 4.1 2 10 8 0 22.7 ft2 0 0 0.3 0 _ 2 S Exterior Concrete Block - Ext InsMASTER SUI 4.1 12 0 9 0 108.0 ft2 0 0 0.3 0 3 SW Exterior Concrete Block- Ext InsMASTER SUI 4.1 2 10 9 0 25.5 ft2 0 0 0.3 0 _ 4 W Exterior Concrete Block - Ext InsMASTER SUI 4.1 14 0 9 0 126.0 ft2 0 0 0.3 0 5 S Exterior Concrete Block - Ext Insul M WIC 1 4.1 6 0 8 0 48.0 ft2 0 0 0.3 0 6 N Exterior Concrete Block- Ext Insul M W IC 2 4.1 2 0 8 0 16.0 ft2 0 0 0.3 0 _ 7 N Exterior Concrete Block- Ext InstWASTER BA 4.1 11 0 8 0 88.0 ft2 0 0 0.3 0 _ 8 E ,Exterior Concrete Block- Ext InstMASTER BA 4.1 14 0 8 0 112.0 ft2 0 0 0.3 0 _ 9 S Exterior Concrete Block - Ext InsLMASTER BA 4.1 11 0 8 0 88.0 ft2 0 0 0.3 0 _ 10 W Exterior Concrete Block - Ext InsdiREAT ROO 4.1 16 0 14 0 224.0 ft2 0 0 0.3 0 _ 11 E Exterior Concrete Block - Ext Insul FOYER 4.1 10 0 14 0 140.0 ft' 0 0 0.3 0 12 NE Exterior Concrete Block - Ext Insul DINING 4.1 2 10 14 0 39.7 ft- 0 0 0.3 0 _ 13 E Exterior Concrete Block - Ext Insul DINING 4.1 12 0 14 0 168.0 ft2 0 0 0.3 0 _ 14 SE Exterior Concrete Block- Ext Insul DINING 4.1 2 3 14 0 31.5 ft' 0 0 0.3 0 _ 15 S Exterior Concrete Block- Ext Insul DINING 4.1 5 0 14 0 70.0 ft2 0 0 0.3 0 _ 16 N Exterior Concrete Block - Ext Insul CLST 2 4.1 2 0 8 0 16.0 ft2 0 0 0.3 0 _ 17 N Exterior Concrete Block - Ext InsLBEDROOM 2 4.1 11 0 8 0 88.0 ft2 0 0 0.3 0 _ 18 N Exterior Concrete Block - Ext Insul BATH 2 4.1 7 0 8 0 56.0 ft2 0 0 0.3 0 _ 19 N Exterior Concrete Block - Ext Insul CLST 3 4.1 2 0 8 0 16.0 ft2 0 0 0.3 0 _ 20 N Exterior Concrete Block - Ext InstHEDROOM 3 4.1 12 0 8 0 96.0 ft2 0 0 0.3 0 _ 21 W Exterior Concrete Block - Ext InstSEDROOM 3 4.1 13 0 8 0 104.0 ft2 0 0 0.3 0 _ 22 W Exterior Concrete Block - Ext Insul CLST 4 4.1 2 0 8 0 16.0 f? 0 0 0.3 0 23 S Exterior Concrete Block - Ext Ins51EDROOM 4 4.1 12 0 8 0 96.0 ft- 0 0 0.3 0 5/11/2017 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 7 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space _ 24 W Exterior Concrete Block- Ext InstBEDROOM 4 4.1 13 0 8 0 104.0 ft- 0 0 0.3 0 25 N Garage Frame -Wood DINING 11 5 8 40.0 ft2 0 0 0.3 0 26 E Garage Frame - Wood UTILITY 11 21 8 168.0 ft2 0 0 0.3 0 27y S Garage Frame - Wood CLST 4 11 2 8 16.0 ft2 0 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood FOYER None .39 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 BE 1 Metal Low-E Single Yes 0.53 0.24 10.0 ft2 1 ft 0 in 1 ft 4 in None None 2 SW 3 Metal Low-E Single Yes 0.53 0.24 15.0 ft2 1 ft 0 in 1 ft 4 in None -None _ 3 W 4 Metal Low-E Single Yes 0.58 0.25 40.0 ft2 1 ft 0 in 1 ft 4 in None None _ 4 E 8 Metal Low-E Single Yes 0.55 0.22 6.0 ft2 1 ft 0 in 1 ft4 in None None _ 5 E 8 Metal Low-E Single Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 4 in None None 6 S 9 Metal Low-E Single Yes 0.55 0.22 9.0 ft2 1 ft 0In 1 ft 4 in None None _ 7 W 10 Metal Low-E Single Yes 0.58 0.25 80.0 ft2 1 ft 0 in 1 ft 4 in None None 8 E 11 Metal Low-E Single Yes 0.45 0.26 16.0 ft2 1 ft 0 in 1 ft 4 in None None 9 E 11 Metal Low-E Single Yes 0.45 0.26 13.3 ft2 1 ft 0 in 1 ft 4 in None None _ 10 NE 12 Metal Low-E Single Yes 0.53 0.24 2.0 ft2 1 ft 0 in 1 ft 4 in None None _ 11 NE 12 Metal Low-E Single Yes 0.53 0.24 10.0 ft2 1 ft 0 in 1 ft 4 in None None _ 12 E 13 Metal Low-E Single Yes 0.53 0.24 8.0 ft2 1 ft 0 in 1 ft 4 in None None 13 E 13 Metal Low-E Single Yes 0.53 0.24 20.0 ft2 1 ft 0 in 1 ft 4 in None None _ 14 BE 14 Metal Low-E Single Yes 0.53 0.24 2.0 ft2 1 ft 0 in 1 fl4 in None None _ 15 SE 14 Metal Low-E Single Yes 0.53 0.24 10.0 ft2 1 ft 0 in 1 ft 4 in None None _ 16 9 17 Metal Low-E Single Yes 0.53 0.24 15.0 ft2 1 ft 0 in 1 ft 4In None None _ 17 N 18 Metal Low-E Single Yes 0.53 0.24 4.0 ft2 1 ft 0 in 1 ft 4 in None None _ 18 t,9 20 Metal Low-E Single Yes 0.53 0.24 15.0 ft2 1 ft 0 in 1 ft 4 in None None _ 19 W 21 Metal Low-E Single Yes 0.53 0.24 15.0 ft2 1 ft 0 in 1 ft 4 in None None 20 W 24 Metal Low-E Single Yes 0.53 0.24 15.0 ft2 1 ft 0 in 1 ft 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 441 ft2 441 ft2 28 ft 8 ft 11 5/11/2017 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 7 FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000464 2195.9 120.55 226.72 .3388 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 27 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 36 kBtu/hr 1080 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.98 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS _ / --Supply— V # Location R-Value Area —Return-- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC# Heat Cool 1 Attic 6 175 fl' Attic 18 ft. Default Leakage Garage (Default) c(Default) c 1 1 TEMPERATURES Programable[[T]]hermostat::�� ��N r[x]], Heating H Jan [XI Feb lxJ Mar Venting I) An. [ I Feb IX) Mar f ] Creiling Fans: MayD0 [XI [X� [XI [ ] Apr[ May [ ] Jun [ ] Jul [ ] Aul 1 Sep [xl I [ I Jun I 1 Jul I) Aug l 1 Se NovrD01rD0' Oct [X] Nov [ ]Dec 5/11/2017 11:38 AM EnergyGaugeti) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 7 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (W D) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (W EH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 511112017 11:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 7 of 7 FORM R405-2014 TABLE 402.4.1 .AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1804 MODEL GARAGE RIGHT- HICKORY DR Builder Name: HOMETEC BUILDERS Street: 5601 HICKORY DRIVE Permit Office: STLUCIECOUNTY City, Stale, Zip: FORT PIERCE, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce 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 Walls 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 Rim 'oists 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 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 airtight, 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. 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 5/11/2017 11:39 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD UOVI e00 ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 5601 HICKORY DRIVE, FORT PIERCE, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1899.30 ft2 b. Frame- Wood, Adjacent R=11.0 224.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1804.00 ft2 6. Conditioned Floor area (ft2) 1804 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor. Sgl, U=0.53 141.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R 112 6 175 SHGC: SHGC=0.24 b. U-Factor: Sgl, U=0.58 120.00 ft2 SHGC: SHGC=0.25 12. Coding systems kBtu/hr Efficiency c. U-Factor. Sgl, U=0.55 30.00 ft2 a. Central Unit 36.0 SEER:16.00 SHGC: SHGC=0.22 d. U-Factor. other (see details) 28.33 ft2 13. Heating systems kBtu/hr Efficiency SHGC: other (see details) a. Electric Strip Heat 27.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.244 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1804.00 ft2 a. Electric EF: 0.98 b. NIA R= ft2 c. NIA R= ft2 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: za1z,yA2-,,// // � Date: -1-17_11 Address of New Home: S9 f A1-C,1o2d .D 2 City/FL Zip: jyc, Plerzce, f? 3v48= . *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 information 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. 5111/201711:39 AM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • _ _ A wrightsoft Project Summary Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fac 772466-6796 Email: OUICKCALCS@AOL.COM Project• • For: 1804 MODEL GARAGE RIGHT, HOMETEC BUILDERS 5601 HICKORY DRIVE, FORT PIERCE, FL Notes: Job: Date: May 11, 2017 By: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TO 28 OF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24211 Btuh Structure 18813 Btuh Ducts 5661 Btuh Ducts 8131 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29873 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 25597 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3620 Btuh Ducts 2185 Btuh ` Heatingg Coolingg Central vent (0 cfm) 0 Btuh Area (ft� 1804 1804 Equipment latent load 5805 Btuh Volume (fta) 18819 18819 Airchangesfhour 0.38 0.20 Equipment total load 31402 Btuh Equiv. AVF (cfm) 119 63 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM Model Cond RA1636AJlNA AHRI ref Coil RH1T3621HTANAA AHRI ref 8080509 Efficiency 100 EFF Efficiency 13.0 EER, 16 SEER Heating input 8.2 kW Sensible cooling 25200 Btuh Heating output 27859 Btuh Latent cooling 10800 Btuh Temperature rise 21 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.82 RLE COPY Calculations approved by ACCA to meet all requirements of Manual J 8th Ed . wrightsoft• RI ht-Suite® Universal 201717.0.08 RSU08101 2017-May-11 11:age 1 9 Page 1 '4CCA ...it HVAC\7804 MODEL GARAGE RIGHr- HICKORY DR.rop Cale = MJB Front Door faces: E +wrightsoft, Right-M Worksheet Job: Entire House Date: May 11, zon By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax: 772466-6796 Email: QUICKCALCSQaAOL.COM 1 2 3 4 5 Room name E+nosed wall Room height Room dimensions Room area Entire House 197.5 ft 10.4 it 1804.0 fN MASTER SURE 31.6 ft 9.0 ft heat/cool 1.0 x 262.0 ft, 262.0 ft' Ty Construction number U-value (B1uh/ft?°F) Or HTM (Blu)/fP) Area (ft') a perimeter (ft) Load (Btuh) Area (fl') or perimeter (ft) Load (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/PIS Heat Cool 6 11 13A-0ocs -� 2 glazing, clr lox-e 2 glazing, Ur Iow:e 13AAocs 2 glazing, Gr Iowa 2 olazino. dr low-e ._.. _.�,...___. 13A-0ocs 2 glazing, clr Iowa 2 glazing, clr Iowa 2 glazing, air Iowa 2 glazing, clr Iowa 2 glazing, clr lave 2 glazing,clr Iowa 11DO--,-_,0.390_a..10.92_10.34_-__._20._20-__223_-_211__.-_0 13AAocs 2 glazing, cir lava 2 glazing, Gr lava 2 glazing, clr Iowa 1344 2 glazing, e c1C1a ._, 13A-0acs 2 alazina. clr Iowa 13A4=--' - _ - 2 glazing clrlowe 2 glazing, clr Iowa 2 glazing, clglaµe_ 1611J0ad 22A-tph_-----_ v0.-W 0.530 _0.530 0.143 0.530 0.650 0.143 0.530 0.530 0.550 0.550 0.650 0.550 0.143 0.530 0.530 0.650 --OA43 -0.550 0.143 0.530 -` -0.143 0.530 0.580 ._-,_0 580 0.032 ��_1.358 `o n _ n ne ne _ rre_ a a a a a a a se se se se s _s_. sw sw -w- w w _w_ - ' 4.00 14.84 _._ 14.84 4.00 14.84 18.20 �4:00 14.84 14.84 15.40 15.40 15.40 15.40 4.00 14.84 14.84 18.20 - 4.00 _15.40 4.00 14.84 -__ 4.00 14.84 16.24 _16.2,4 0.90 .__38.02 .__ -219 12.98 _ 1298 2.19 24.39 _ 26.88 2.19 31.01 31.01 29.39 29.39 29.39 29.39 219 17.73 23.19 25.63 ---219 12 _ 86 219 __23.19 2.19 31.01 32.72 _,,.32.72 1.60 -0.00 �.�__ -376 4 _ _30 40 10 _-___ 2 420 8 20 6 15 15 14 57 2 9 10 410 . -_. 342 0 _ 0 28 0 0 - -322 0 0 0 0 0 0 36 1 1 1 -401 __9 16 1142 ��- 422 0 0 - r1369 59 445 111 142 _ 42 --1289 119 297 92 231 231 209 144 30 130 _ 182 -1606 139 64 1688 445 663 - ___ 748 52 389 - - 61 234 _ 63 705 248 620 176 441 441 400 79 35 203 256 `877 ,_ 116 35 222 J-922 930 1335 __2670 2866 _-- 0 _ _-0 0 0 0 0 _ 0 -- �-0 0 0 0 0 0 0 25 0 9 0 `--108 .__0 0 - 0 -0 0 0 � �---0 0 0 0 0 0 0 ___O 17 0 1 _ 0 -108 _._O 16 1 - -85 0 0 '_ -0--0 262 _-.32. ___--.__0 0 ,_ 0 ----0 0 _,__ 0 0 0 0 0 0 0 0 _.__. 0 67 0 130 0 - 432 -:0 64 142 __ ---341 0 663 235 1201_-0 --0 0 0 �G W -- 0 0 0 -- -- - 0 0 0 0 0 0 0 _.__._0 37 0 203 0 ­ Z36 .� __. 0. 35 222 -_. --186 0 1335 ,_0 419 L�GG _ yI I--G L�rC; 1W � I43 t- -f ly--G 1--G _9 25 10 �574 30 41 _.0 25 10 --726 0 41 U--G C F _-" _82 1804 =804 ----.0 1804 '� 198 _1325 1616 ,7510 -0 262 ----262 61 c)AED excursion 722 320 Envelope loss/gain 20544 16078 3274 2994 12 a) InFltration b) Room ventilation 3668 0 1034 0 549 0 155 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1700 0 0 0 Subtotal (lines 6 to 13) 24211 18813 3824 3149 14 15 Less eldii two Less transfer Redistribution Subtotal Duct loads 23% 43% 0 0 0 24211 5661 0 0 0 18813 8131 231 43% 0 0 0 3824 894 0 0 0 3149 1361 Total mom load Air required (cfm) 29873 1200 26944 1200 4718 190 4510 201 Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed. AC A .right CfV Right -Suite® Universal 2017 17.0.08 RSU08101 2017-May-11 1 Ft ...ft WAC11804 MODEL GARAGE RIGHT- HICKORY DR.wp e Cale = MJ8 Front Door faces: E 9e 11 wrightsoft° Right-M Worksheet Job: Entire House Date: May ll, 2017 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772A6&6796 Email OUICKCALCS@AOL.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions . Room area M WIC 1 6.0 ft 8.0 ft heat/cool 6.0 x 6.0 ft 36.0 112 M WIC 2 2.0 ft 8.0 ft heat/cool 5.0 x 6.0 ft 30.0 ft2 Ty Construction number U-value (Btuh/ftx°F) Or HTM (Btuh/ft2) Area (112) a perimeter (ft) Load (Btuh) Area (fR) or perimeter (ft) Load (Btuh) Heat Cool Gross WP/S Heat Cool Gross N/PIS Heat Cod 6 11 _.� ____.��__ _ 13A-0ecs 2 glazing,. dr Iow4 2 glazing Grlw✓�_____ 13A-0ocs 2 glazing, clr low-e 2 olazino, dr Iowa 13A-0ocs - - 2 glazing, clr lowe I2 glazing, clr Iowa 2 glazing, clr low-e 2 glazing, clr Iowa 2 glazing, clr Iowa 2 glazing, clr lava 11D0--- -.- 13AAocs 2 glazing, clr Iowa 2 glazing, clr Iowa 2 glazing, clr Iowa 13AA&s ,2 glazing, clr-lower_ 2 alma s 2 A-40cs. dr Iowa �13A-0ocs 2 glazing, clr lowe 2glazing,. clr Im-e 2.glazing, clr,lowe_ 16B30ad 0.143 0.530 0_530_n 0. 0.530530 0.650 --�0.143 0.530 0.530 0.550 0.550 0.550 0.550 _-__0.390 0.143 0.530 0.530 0.650 -- `0:143 -`0.550 0.143 0.530 -_-0.143 0.530 0.580 �0.580 0.032 _�_,1.358 - n n ne ne - ne- a a a a a a a -, e_ se se se se __s .._. _s_ sw _sw_ w w w _w_ -_ __.. ____ 4.00 14.84 -_ 14.84.,12.98 4. 14.8484 _ 18.20 4.00 14.84 14.84 15.40 15.40 15.40 16.40 _ 10.92 4.00 14.84 14.84 18.20 -4.00 __15.40 4.84 _ 14.00 _ 4.00 14.84 16.24 16.24 _ 0.90 _38.02 _ "219 12.98 219 24.39 26.88 -' 2.19 3E01 31.01 29.39 29.39 29.39 29.39 _,_10.34 2.19 17.73 23.19 25.63 . __2.19 "_�__-.0 0 0� 00 0 0 t...--0 0 0 0 0 0 0 _--0 0 0 0 0 -__ 48 ___.-0 0 _._ 0_0 0 �_ 0 0 0 0 '0 0 0 0 0 0 0 0 0 ..Y_ 48 0 ._.__ 0.0 0 0 0 0 - -`----0 0 0 0 0 0 0 ----0 0 0 0 0 ._-192 0 0 0 0 _ .__ _ 0 0 0 0 0- 0 0 0 ___-0 0 0 0 0 �_ _ 105 0 .___. 16 0 0 0 0 __ _ _ 0 0 0 0 0 0 0 0 ,. _---0 ^0 0 0 0 - _ _0 0 _..____16 0 __ 0_ 0 0 0 - -0 0 0 0 0 0 0 ---0 0 0 0 0 _- __ ._0 _0 0 0 -_ 0 0 0 __0 30 �'�"-_2__ __���__35 0 0._____0 0 0 0 _ ----0 0 0 0 0 0 0 0 0 0 0 0 __-0 -___0 0 0 0 0 0 -_0 27. 76 - 0 0 0 ,�0 0 0 0 0 0 0 0 ______0 Yy I�-CC' _ W, 0 0 0 0 . _ .,_0 __0 0 6 0 0 0 ----0 48 WW -. 4y �--_G yy!! I--G _,_1286 3.19 _23.19 � 219 31.01 32.72 _32.72 1.60 _0.00 _____0 0 0 _-.-0 0 0 _-_,-,0 _ 36 _ _$6 0 0 -i0 0 0 _-_0 36 __ �.6 __0 0 0 --__0 0 0 :______.0 _ 32 _^_ 228 _ 0 0 .-___0 0 0 ____._0 58 0 0 0 _._--0 0 0 __-0 30 __30 II---GG C _� �F22A-tph,�._=� 6 c)AED excursion -15 -7 Emelope loss/gain 453 148 167 76 12 a) Infiltration b) Roan ventilation 93 0 26 0 31 0 9 0 13 Internal gains: Occupants Q 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6to 13) w 174 198 85 14 15 Less odemal load Less transfer Redistribution Subtotal Duot loads 23% 43% 0 0 0 545 127 0 0 0 174 75 23% 43% 0 0 381 579 135 0 0 295 380 164 Total room load Air required(cfm) 673 27 249 11 714 29 w 24 Calculations approved byACCA to meet all requirements of Manual J Sth Ed. wrightsoR' RightSulle® Universal 201717.0.08 RSUD8101 2017-May-11 11::41 2 ...It WAC\1804 MODEL GARAGE RIGHT- HICKORY DR.rup Cale = M.18 Front Door faces: E 9 wrightsoft Right-M Worksheet Job: Entire House Date: May 11, 2on By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fac 772466-6796 Email: OUICKCALCS@AOL.COM 1 2 3 4 5 Room name Egocsed wall Room height Room dimensions . Room area MASTER BATH 36.0 ft 8.0 it heat/cool 1.0 x 138.0 it 138.0 f 2 GREAT ROOM 16.0 ft 14.0 ft heat/cool 21.0 x 16.0 it 336.0 ft2 Ty Construction number U-value (Btuh/ftMF) Or HTM (Btuh/ft2) Prey (ft2) a perimeter (11) load (Btuh) Am (NI or perimeter (ft) load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 .4y" I--C ...a-____ ..13A-0acs 2 glazing, clLlow-e 2 glazing, clr lm✓- 13AA= 2 glazing, Gr laves 2 glazim. _ctr Im-e _ 13A-0oCs 2 glazing, cir lm-e 2 glazing, cir l=-o 2 glazing, or low-e 2 glazing, clr Ime 2 glazing,clr lower 2 glazing,. cir lower 11Dp_ 13A-400s 2 glazing, cir lowe 2 glazing, cir lave 2 glazing, cir Im-s 13A-0ocs 2glazing, clr.l*-e_-_, 13A4ccs 2 glazim cir lower 13A-4ocs-._---- 2 glazing, olr Iowa 2 glazing, clr lower 2 glazing..clrlow e- 161330ad 22A4ph_= -._1 w_- 0543' 0.530 `- 0.530 0.143 0.530 0.650 -_. 0.143 0.530 0.530 0.550 0.550 0.650 0.550 ,__0.390 0.143 0.530 0.530 0.(350 0.143 0.550!s. 0.143 0.530 V`0.143 0.530 0.580 -,_..._0.580 0.032 .358 n n n ne no ne_ f e a a a a a a _e_ se se se se sr_ sw __sw w w w _w_ - _-_ 4.00 14.84 14_84 4.00 14.84 _18.20 � 4.00 14.84 14.84 15.40 15.40 15.40 15.40 _10.92 4.00 14.84 14.84 18.20 '4.00 _75.40 4.00 _ 14.84 -4.00 14.84 16.24 16.24 0.90 __ 38.02 2.19 12.98 _ 12.98 2.19 24.39 26.88 -� 2.19 31.01 31.01 29.39 '29.39 29.39 29.39 ..__70.34 2.19 17.73 23.19 25.63 -�-2.19 _12.86 2.19 _23.19 2.19-0---0----0'--0----224v 31.01 32.72 ___32.72 1.60 . __0.00 �--88 0 0 '�88 0 0 - '-�352 0 0 R ig3 0 .'--_0 0 0 _--.-.'U 0 T-0 0 0 ----0 0 0 I--G Vy I--G 0 0 0 �--' 112 0 0 6 0 15 0 0 0 0 0 0 -' -88 _-9' 0 0 0 0 __.�.. 0 81 0 0 0 0 0. 0 0 0 0 0 0 --79 __,_ 9 0 0 0 0 __._-_O 138 0 0 ____._ 0 364 0 0 92 0 231 0 0 0 0 0 0 -- 316 _--139 0 0 0 0 . ____O 124 -__1369 __0 0 0 _ _ 0 _ ` 199 0 0 176 0 441 0 0 0 0 0 0 �-� 173 116 0 0 0 0 ___O _ 221 _ _. 0 0 0 _ _ 0 -_.0 0 0 0 0 0 0 -0 0 0 0 0 _- - -0 _ _-0 0 0 0 0 _82 336 _ _336 _ _0 0 0 0 - --0 0 0 0 0 0 0 _0 _0 0 0 0 0 0 -.---0 - 0 _ 0 142^-S/0-312 0 0 __ 0 336 � 16 0 0 0 �� 0 0 0 0 0 0 0 -----0 0 0 0 0 - ---'---0 0 ^ 0 0 0 0 __1325 ___301 __ _608 0 0 0 �.- _--0 0 0 0 0 0 0 .-__ _0 0 0 0 0 -----0 _______0 0 0 0 0 ,__2670 538 -_ _ 0 �C ,_.r... .__.. N4y III------IGG v yVt/l t-G y 0 0 :_ 0 138 =138'._'36 C F 6 c)AED excursion -130 724 Envelope loss/gain 29a8 1388 2805 4243 12 a) Infiltration b) Room ventilation w 0 157 0 1 432 0 122 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 9DO Subtotal (lines 6 to 13) 3543 1545 3237 5265 14 15 Less wdemal load Less transfer Redistribution Subtotal Duct loads 230/6 43% 0 0 0 3543 am 0 0 0 1545 668 23% 430/6 0 0 952 4189 979 0 0 739 6004 25% Total mom load Pin required (cfm) 4371 176 2213 99 5168 208 8599 w; �, 4.� Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft- Right-SuiteG Universal 201717.0.08 RSU08101 2017-May-11 1 Page 3 ...8 HVAGt1804 MODEL GARAGE RIGHT- HICKORY DR.mp Cale = MJ8 Front Door faces: E wrightsoft° Right-M) Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772d66-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM Job: Date: May 11, 2017 By: 1 2 3 4 5 Room name Eq�osed wall Room height Room dimensions • Room area FOYER 10.0 it 14.0 it heat/cool 10.0 x 4.0 ft 40.0 fN DINING 22.0 It 14.0 ft heat/cool 1.0 x 156.0 It 156.0 ft' Ty Construction number U-value (BtuWft-F) Or HTM (Btuh/ft') Area (ft2) a perimeter (ft) Load (Btuh) Area (ft' a perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cad 6 11 W 1-^ 13A-0ocs -__._ 2 glazing, clr low-e 2glazing, clrlow� 13h4ocs 2 glazing, dr love dazing _dr Iow:e 13A4ocs --- 2 gluing, dr low-e 2 glazing,-clr low-e 2 glazing, clr Lowe 2 glazing, clr low-e 2 glazing, dr Iowa 2 glazing, or low-e 11DQ-- 13A4ocs 2 glazing, clr low-e 2 glazing, dr low-e 2 glazing, clr low-e0.650 .2 glazing, clr-lave_ 13A4ocs 2 dazing _clr laves__- 13A4ms 2 glazing, dr lave 2.glazing, cir low-e 2glazing, cl[lowa 16B30ad _ 22A-tph_�,� ._.._.0.143 0.530 0.530 n n _n 4.00 14.84 14.84 ' ^2.19 12.98 1298 ---­0 0 0 -----0 0 0 0 0 0 ---0 0 0 0 0 0 '-364 0 0 0 231 0 209 __ 223 0 0 0 0 -0 ___0 0 0 - --�0 0 0 _,_._..._0 36 ,_=380 .--0 0 0 __ - 0 0 0 -0 0 0 28 0 0 -140 0 0 0 0 0 0 0 19 1 0 1 -_-70 0 ----0 0 ___�_.0 0 0 ill 142 42 - 561 119 297 0 0 0 0 ____ 0 77 30 0 182 _ 280 _0 - 0 _0 0 0 0 _-0 140 T__837 _-_.0 0 0 61 234 63 -' _-306 248 620 0 0 0 0 ___0 42 35 0 _ _ _256 153 0 ----_0 0 _ Vy 0.143 0.530 0.650 ---'0.143 0.530 0.530 0.550 0.550 0.550 0.550 _ 0.390 0.143 0.530 0.530 - -0l143 -_0.550 0.143 0.530 ----0.143 0.530 0.580 0.580 0.032 =.358 ne ne ne_ - e a a a a a a _ e_ se se se se -a- _s_ sw _sw w_ w w -w_ - 4.00 14.84 -18.20 4.00 14.84 14.84 15.40 15.40 15.40 15.40 _ 10.92 4.00 14.84 14.84 18.20 -` 4:00 __15.40 4.00 14.84 _ 4.00 14.84 1624 _16.24 _ 0.90 38.02 2.19 24.39 _26.88 2.19 31.01 31.01 29.39 29.39 29.39 29.39 __10.34 2.19 17.73 23.19 25.63 ' -219 __1286 2.19 __23.19 2.19 31.01 32.72 __.32.72 1.60 -0.00 0 0 _ _. 0 140 0 0 0 15 0 14 __.___20 0 0 0 0 .--'"- -0 0 0 0 0 ---199 0 0 0 441 0 400 __ _ -211 0 0 0 0 40 10 _ 2 -� 168 8 20 0 0 0 0 ----.0 31 2 0 10 _.._--70 0 �. __-0 0 - --`0 0 0 ,__0 156 156 ---91 0 0 0 0 0. 0 _20 0 0 0 0 _.- -0 --.0 0 0 - --0 0 0 _____o _40 _ _-__10 yl l iG. -0 0 -----0 0 W `G. yl/----G I-G 0 0 _ -0 0 0 ':�0 40 -._ 40 ---0 0 0 __ --0 64 __ _0 .0 0 0 -__0 _ 156 _ , 22 -0 0 0 .___,0 _ 250 �0 �--G C F:_ 6 c)AED exursion -60 -78 Envelope loss/gain 1444 1254 2817 2191 12 a) Infiltration b) Room ventilation 270 0 76 0 596 0 168 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal Qines 6 to 13) 1714 1331 3413 2359 14 15 Less endemal load Less transfer Redistribution Subtotal Duct loads 23% 43% 0 0 -1714 0 0 0 0 -1331 0 0 23% 43% 0 0 381 3794 887 0 0 296 2654 1147 Total room load Air required (cfm) 0 0 0 0 4681 188 3801 169 �, JCalculations approved byACCA to meet all requirements of Manual J 8th Ed. -rk wrightsoft- RlghtSuite® Universal 20V 17.0.08 RSUD8101 2017-Mayd1 11:441:54 ...R HVAM1804 MODEL GARAGE RIGHT HICKORY DR.mp Calc = MJ8 Front Door faces: E Page 4 +}t wrightsoft^ Right-M) Worksheet Job: Entire House Date: May ll, 2017 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM 1 2 3 4 5 -Room name Exposed wall Room height Room dimensions Room area UTILITY 0 R 8.0 ft heat/cool 6.0 x 6.0 ft 36.0 fP KITCHEN 0 ft 14.0 ft heat/cool 1.0 x 155.5 ft 155.5 fix Ty Construction number U-value (Btuh/f'°F) Or HTM (BtuhlfP) Area (ft-) or perimeter (ft) Load (Btuh) Area (fl2) or perimeter (ft) Load (Btuh) Heat I Cool Gross NIP/S Heat Cod Gross N/P/S Heal Cod 6 11 Vey--C .13A;4 .__.___ 2 glazing, cir Iowa 2.9lazing, Ir Iowa 0.143 0.530 __0_530 n n n -no- 4.00 14.84 14_84 " 219 12.98 1298 219 24.39 26.88 2.19 31.01 31.01 29.39 29.39 29.39 29.39 _-..10,34 2.19 17.73 23.19 25.63 -`219'-0 ,_ 1286 219 _23.19 '_ 2.19 31.01 32.72 _32.72 1.60 " '0.00 i__0 0 ___0 0 0 0 --0 0 0 0 0 0 0 --0 0 0 0 0 _ _,_0 0 0 _._ _ . 0 0 _ 0 0 _ _0 -_� 0 0 0 0 0 0 0 -0 0 0 0 0 --0 __-0 0 0 ___ _ _0 0 0 _,_0 36 _-_0 ___0 0 __0 0-0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 ._ ___.0 0 0 0 0 ---. _0 0 _- __-0' 0 _-_0.- 0 _ 0 -0^ 0 0 ___,_0 0 0 0 0 0 0 _ __.._ 0 0 0 0 0 _.____0 0 0 0 _-__ 0 0. 0 __0 _ _ 156 ------0_ _.__0 0 0 0 0 0 ,__ -0 0 0 0 0 0 0 ___0 0 0 0 0 "._0 0 --0 0 _0 0 0 0 _-_ _.0 0 0 0 0 0 0 ---0 0 0 0 0 -._-. -0 0. 0 0 __ __0 0 0 _0 _ _249 ___0 `C W 1344ocs 2 glazing, cir Icw-e 2 clazin a, cir lower'. 13A-4ocs - 2 glazing, c0 low-e 2 glazing, cir low-e 2 glazing;. cir Iowa 2 glazing, cir Iowa 2glazing, cir Iowa 2 glazing, cir Iowa 13A4ocs 2 glazing, cir Iowa 2 glazing, dr Iowa 2 glazing, dr lava 13A;4 - 2 glazing,.Or Im e_ 13A-4= 2 clazi ,cir Iowa _ 13A4= 2 glazing,.dr Iowa 2 glazing, cir low-e 2 glazing, dr.lowce_ 161330ad __ 2 0.143 0.530 0.650 __-'.0.143 0.530 0.530 0.550 0.550 0.550 0.550 �0.390 0.143 0.530 0.530 0.650 -0.143 __0.550 0.143 --- 0.143 0.143 0.530 0.580 ___0.580 0.032 =.358 ne ne„ a a a a a 0 a _e_ se se se se -a_ _a_ sw sw w w w _w_ - _ 4A0 14.84 , 18.20 4:00 14.84 14.84 15.40 15.40 15.40 15.40 _10.92 4.00 14.84 14.84 18.20 4.00 _15.40 4.00 _ _14.84 4.00 14.84 16.24 ,_16.24 0.90 38.02 __„__0 0 0 0 --'--0 0 0 0 0 0 0 _,__0 0 0 0 0 ..-._-0 0 II----GG . _ . -0'--0 0 0 0 0 0 0 - 0 0 0 0 0 -_-_0 --0 0 0 -_0 0 0 __.0 _ _ 32 . _ .0 IN VVyy ' V r y b 0 0 _ __-0 0 0 _0 _68 _r ___ _0 0 0 _______0 0 0 ._.___0 __ _ 156 __J56 0 0 ___-_.0 0 0 _..___-0 _ 139 0 -0 . 0 0 ____0 36 _36 C Fr_ -2A-tph�__-. 6 c)AFD excursion 4 -81 Envelope loss/gain 32 53 139 168 12 a) infiltration b) Roomvedilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 800 Subtotal (lines 6to 13) 32 53 139 968 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 0%1 0 0 0 32 8 0 0 0 53 23 23% 43% 0 0 15 155 36 0 0 25 993 429 Total room load Air required (cfm) 1 40 2 76 3 191 8 1422 63 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrnght rift• Right-SulteO Universal 201717.0.08 RSU08101 2017-May-11 1 Peg: ...it HVAC11804 MODEL GARAGE RIGHT HICKORY DR.mp Cale = MJ8 Front Door faces: E wrightsoft° Right-J® Worksheet Job: Entire House Date: May 11, 2017 QUICK CALCS, INC. By. 317 STLUCIE LANE, FORT PIERCE, FL 34946 Phone: T72-466-6799 Fax 77246"796 Email: OUICKCALCS@,AOL.COM 1 2 3 4 5 Room name Bposed wall Room height Room dimensions Room area CLST 2 2.0 ft 8.0 ft heat/cool 7.0 x 20 ft 14.0 ft' BEDROOM 2 11.0 ft 8.0 ft heal/cool 13.0 x 11.0 It 143.0 ft' Ty Construction number U-value (Btullft;*F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ftj or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 6 Vljl--G 13A4bcs- --- 2 glazing, cir lave 2 glazing, tir low__e 13A-0ocs 2 glazing, cIr Im-e olazino._clr_lM-a _. .13A-0ocs 2 glazing, clr lowe 2 glazing, clr Iowa 2 glazing, clr laves 2 glazing, clr lame 2 glazing, clr Im-s' 2 glazing, cir lave .11D0.-.,,--._ lak4oVy 2glazi g, 2 glazing, clr Im-e 2 glazing, cir Iowa 2 glazing, Gr Iowa 13A-0ocs 13A4ocs 13A-0dcs 2 glazing, blr Iove 2ong, ctr.Im-e glazing. ctr lave �2.91azi 16B30atl 122A-tph,�_ - -0.143 _ 0.530 0.530 0.143 0.530 .�_ 0.650 0.143 0.530 0.630 0.550 0.550 0.550 0.550 _...__ 0.390 0.530 0.530 0.630 0.650 0.143 ,_,_0.550 0.143 0.143 0.580 0.580 __0.530 0.032 T.358 n n _ n ne ne _ne _ a a a a a a a _e_ se se se a s _s sw_ -w w w w _ = 4.00 14.84 _ 14.84 4 .00 14.84 18.20 _--. 4.00 14.84. 14.84. 15.40 15.40 15.40 15.40 _ 10.92 4.84 14.84 18.20 18.20 4.00 _15.40 4.00 4.00 16.24 16.24 -__14.84 _ 0.90 -__38.02 -`2.19 1298 12.98 219 24.39 26.88 -219 31.01 31.01 29.39 29.39 29.39 29.39 _,.-10.34.__,-0 2.73 23.19 25.63 25.63 -2.19 _12.86 219 "- 219 31.01 3272 _3272 1.60 _ 0.00.E_74 -16 0 0 -16 0 0 ----64 0 0 -----35'V--88 0 0 00 15 --73 0 �. �0 0 �_._. 0 g 0 0 0 0 0 0 _____._0 0 0 0 0 _„-,_,_0 0 .._�a 0 0 ---0 _ 143 __ _11 ---292 0 . _223 0 0 0 __0 0 0 0 0 0 0 -_._0. 0 0 0 0 • 0 �--160 0 195 0 0 0 _.._ _0 0 0 0 0 0 0 ___0 0 0 0 0 I--G 4y 0 0 0 -'��0 0 0 0 0 0 0 0 0 0 0 ----0 �.__-0 0 -��_0 0 0 --`0 0 ------ 0 0 0 0 0 0. 0 0 .,_.`00 0 0 0 0 --b`---- �._,0 0 ��--0- 0 0 -__ �0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0--0 0 0 �_ _..0 0 0 0 0 0 0 _ __0 0 0 0 0 0 0 �u.__ 0 0 0 __ _0 22 0 0 � _0 0 0 0 0 0 0 -------0 0 0 0 0 0 . .. _----D III--_-GGG W � _0 0 ..____-0 0 0 ---0 229 ---._0 -GI-G tVy�-G �-_- 0 ____..__.0 0 0 __3 143 .--_143 - �0 �_0 0 0 ___8 _ 128 ��4.18 0'_--_0 0 0 _�0 _ 14 �-2 C_ ,F_� �__0 14 __ 13 76_0 6 c)AED exeursion 5 49 Envelope loss/gain 153 52 1061 534 12 a) Infiltration b) Room ventilation 31 0 9 0 170 0 48 0 13 Internal gains: Occupants Q 230 Appliances/other 0 0 0 0 0 0 Subtotal 01nes 6to 13) 184 61 1231 582 14 15 Less eldenW load Less transfer Redistdbution Subtotal Duct loads 23% 43% 0 0 -184 0 0 0 0 -61 0 0 23% 43% 0 0 190 1420 332 0 0 71 653 282 Total room load Air required(cfm) 0 0 0 0 1753 70 935 42 �d, Calculations approved byACCA to meet all requirements of Manual J Sth Ed. 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CIST 4 2.0 0 8.0 ft heat/cool 12.0 ft-2.0 x 6.0 ft Ty Construction number U-value (Btuh/ft2-°F) Or HTM (Btuh/ft2) Area (ft2) or perimeter (ft) Load (Btuh) Area (III or perimeter (it) Load (Btuh) Heat Cool Gross NIP/S Heat Cal Gross NIP/S Heat Cool 6 13A-0ocs - 2 glazing, clr cw-e 2 glazing Ur lower_ 13A-4ocs 2 glazing, clr low-e 2olazino. clr low-e 13A4ccs 2 glazing, clr Iowa. 2 glazing, clr Iowa 2 glazing, clr lave 2 glazing, clr Iowa 2 glazing, clr Iowa 2 glazing, Gr lowe AlDO______ 13A4ocs 2 glazing, clr Iowa 2 glazing, or Iowa 2glazing, clr Iowa 2 glazing, clr li we_ 13A4ms 2 olazina Gr Iw✓_e 13A4acs 2glazing, or Iowa 2 glazing, cIr lava 2 glazmg, cIrj=,a__ 16B30ad 22A-tph--�-- --0.143 0.530 _ 0_530 0.143 0.530 �0.650 0.143 0.530 0.530 0.550 0.550 0.550 0.550 .___0.390 0. 0.530530 0.650 0.650 _-_..-0.550 0.143 _ 0.630 0.143'w 0.630 0.580 �0.580 0.032 711.358 n n n -- 4.00 14.84 14.84 -23g 12.98 1298 2.19 24.39 __ 26.88 _ 2.19-0 31.01 31.01 29.39 29.39 29.39 29.39 _10.34 219 23.19 23.63 _ 2.5.63 ' 2.19 -12.86 2.19 23.19 219 31.01 32.72 _ 32.72 1.60 -0.00 ^-96 0 _ 15 0 0 0 0 0 - 0 0 0 0 ___0 0 0 0 0 '-.'^0 ___0 0 _ _ 0 i 104 15 0 _ ___0 150 �_=50 -81 0 _ 0 0 0 0 _--.0 0 0 0 0 0 0 ___0 0 0 0 0 -____0 _ _,_ 0 0 __ 0 -�89 0 0 ----0 150 _� 25 ----324 0 _ 223 0 0 0 --.0 0 0 0 0 0 0 - .0 0 0 0 0 .____. _0 __0 0 _ _ 0 856 223 0 ..__0 _ _ 134 -951 - in 0 795 0 0 0 -_ ___0 0 0 0 0 0 0 _ 0 0 0 0 0 ..-.___0 __0 0 _ 0 -195'----16--16 465 0 -__0 _ 240 _ .__0 -l-`0 0 _ 0 �0 0 0 -__.__0 0 0 0 0 0 0 ____0 0 0 0 0 .,, _0 0 ---0 0 0,-- 0 0 0 _0 0 0 0 0 0 0 __0 0 0 0 0 ---- _-0 e_0 0 0 0 0 --.0 _ 12 �__2 -0 0 `--- o 0 _ 0 0 0 0 .. _.p 0 0 0 0 0 0 0 VI/ ne ne ne e' a a a a a a _a_ as se as se s _,a- sw sw w w _w_ - = __ 4.00 14.84 18.20 4.00 14.84 14.84 15.40 15.40 15.40 15.40 ___10.92 4. 14.8484 18.20 __ 18.20 4:00 ,_ 15.40 4.00 _14.84 4.D0., 14.84 16.24 __ 16.24 0.90 _38.02 -0 0 0 0 --.0 0 0 0 0 0 0 _,0 0 0 0 0 . V� 0 0 0 0 �...__ 0 ___-0 0 _ _ 0 35 0 0 ..-__0 19 --_0 I =r' _____,0 `_0 0 _ __ 0 l 64 0 0 _ _0 _ 11 __76 Vj/ t--G 0 0 0 0 _-__ _0 12 ,.,-�12 �G C :F-'- _ 6 c)AED excursion 53 -5 Frnelope loss/gain 2211 1325 151 49 12 a) Infiltration b) Ram ventilation 3B6 0 109 0 31 0 9 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 2597 1434 182 68 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 43% 0 0 179 2776 649 0 0 71 1505 650 23% 43% 0 0 -182 0 0 0 0 -58 0 0 Total ram load Airrequired(cfm) 3424 138 2155 96 0 0 0 0 ,t Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4F wrlght aft' RightSuite® Univemal 201717.0.08 RSU08101 2017-May-11 1 Page 8 ...It HVAM1804 MODEL GARAGE RIGHT- HICKORY DR.rup Calc = MJ8 Front Door faces: E wrightsofr Right-J®Worksheet Entire House Date: Mayll,so,i QUICK CALCS, INC. By: 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: OUICKCALCS@AOL.COM f 2 3 4 5 Room name E7iosed wall Room height Room dimensions Room area BEDROOM 4 24.9 it 8.0 it heat/cool 1.0 x 163.5 ft 163.5 ft2 HALLWAY 0 ft 8.0 it heat/cool 1.0 x 51.0 it 51.0 ft2 Ty Construction number U-value (BtuhiftmF) Or HTM (Btuh/ft2) Area (ft2) or perimeter (it) Load (Btuh) Area (ft2) or Perimeter (it) Load (Stuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat cool 6 11 Vj/ 1---G �--G 13A-0acs 2 glazing, clr lowe 2 glazing,clr lowm- 13A-0acs 2 glazing, clr Iowa 2 alazina.clrlow� 13A-4ocs -_ 2 glazing, clr lowe 2 glazing, clr lowe 2 glazing, clr ]=.a 2 glazing, clr low-e 2 glazing, dr lowe 2 glazing, clr Iowa -11D0___ 2 glazing, clr lave 2 glazing, clr low-s 2 glazing, clr Iavc _ . 291azing, clr,low_e,_ 13A-4ocs 2 olazino. clr low:e 13A-4ocs 2 glazing, Ur lowe 2 glazing, clr lave 2 glazing, clr.lowe_ 16B30ad _ 22A-tPh_._ 0.143 0.630 0.530 0.143 0.630 0.650 _--0.143 0.530 0.530 0.550 0.550 0.550 0.550 .0.390 0.530 0.530 0.650 -0.143 _0.550 0.143 0.530 -'-0.143 0.530 0.580 -._0.580 0.032 _.___11358 n n _n_ ne no ne_ ._e a a a a a a - se se se se -s _s-_ sw _sw_ w w w _w_ - __...a38. 4.00 14.84 __ 4.84 4.00 14.84 _ 18.20 4.00 14.84 14.84 15.40 15.40 15.40 15.40 4.00 14.84 14.84 18.20 4.06 ._ 15.40 4.06 _74.84 4.00 14.84 16.24 _16.24 0.90 02 2.19 12.98 1298 --' 2.19 24.39 26.88 V 2.19 31.01 31.01 29.39 29.39 29.39 29.39 2.19 17.73 23.19 25.63 -2.19 ,_ 1286 2.19 __23.19 2.19 31.01 32.72 ,�32.72 1.60 0.00 __. ___.0. 0 0 -' -"0 0 0„____0 -----0 0 0 0 0 0 0 0 0 0 0 --96 ___,_._ 0 �0 0 -164 15 0 _0 0 0 '-"- 0 0 0 0 0 0 0 0 0 - 0 0 0 0 --796 .� 0 0 "--89 0 0 -,._0 _164 --0 0 0 '- - 0 0 0 ---0 0 0 0 0 0 0 0 0 0 0 -_ ._� -0--0----�0 0 -256 223 0 __0 US 947 _0 0 0. --- --0 0 0 - -- .__0 0 0 0 0 0 0 0 0 0 0 _-.-210 0 , _ 195 465 0 ___0 262 '-_0 -----_0 0 0 -'- 0 0 0____ _`0 0 0 0 0 0 0 0 0 0 0 -_0 0 ----0 0 0 ___._0 51 . 51 _ _____0-__0 0 0 - - -0 0 0 0 0 0 0 0 0 0 0 0 0 0 ___.-0 0 ,0 --- 0 0 0 _..-_-'g 0 0 0 0 0 0 0 0 0 0 ____0 0 ---0 0 0 _____0 46 �0 -.-0 0 _ 0 ' 0 0 0 -----0 0 0 0 0 0 0 0 0 0 0 ---0 0 0 - ---0 0 0 __0. 82 __0 W� �GG L�� �__ y13A4ocs -_G ly �--f" y/ I-G i0Y---0 0 - --0 0 0 __0 _ 51 _ ��,0 II---GG C F _._ -0 164 _;1 64 6 c)AED excursion 94 S Envelope loss/gain 2D57 1225 46 75 12 a) Infiltration b) Room ventilation 386 0 109 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (tines 6to 13) 2443 1334 46 75 14 15 Less e#emal load Less transfer Redistribution Subtotal Duct loads 23% 43% 0 0 110 2553 597 0 0 44 1378 596 23% 43% 0 0 -46 0 0 0 0 -75 0 0 Total roan load Air required (cfm) 3150 127 1973 88 0 0 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed � -Pkwrightsof - RightSuiteO universal 201717.0.08 RSUG8101 2017-May-11 1 :41: 4 ...it WAC\1804 MODEL GARAGE RIGHr- HICKORY DR.rup Cale = MJ8 Front Door faces: E g + wrightsoft° Duct System Summary Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 F= 772-466.6796 Email: QUICKCALCS@AOL.COM For. 1804 MODEL GARAGE RIGHT, HOMETEC BUILDERS 5601 HICKORY DRIVE, FORT PIERCE, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 1200 cfm 190 Job: Date: May 11, 2017 By: Cooling 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/10011 1200 cfm Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (Cfm) Design FIR Diam (in) H x W (in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 990 40 21 1.000 5.0 Ox0 VIFx 14.7 115.0 st1 BEDROOM h 1753 70 42 1.000 6.0 Ox0 VIFx 11.2 115.0 Sit BEDROOM 3 h 3424 138 96 1.000 7.0 Ox0 VIFx 27.2 135.0 st3 BEDROOM 4 h 3150 127 88 1.000 7.0 Ox0 VIFx 27.4 135.0 st3 DINING h 4681 188 169 1.000 8.0 OxO VIFx 15.0 95.0 GREAT ROOM c 2866 69 128 1.000 8.0 OxO VIFx 55.1 135.0 st4 GREAT ROOM -A c 2866 69 128 1.000 8.0 OxO VIFx 35.0 135.0 st3 GREAT ROOM-B c 2866 69 128 1.000 6.0 OXO VIFx 0 0 KITCHEN c 1422 8 63 1.000 5.0 Ox0 VIFX 16.5 115.0 st1 M WIC 1 h 673 27 11 1.000 5.0 Ox0 VIFx 41.1 115.0 st2 M WIC h 714 29 24 1.000 4.0 Ox0 VIFx 40.3 115.0 st2 MASTER BATH h 4371 176 99 1.000 7.0 OxO VIFx 43.2 115.0 st2 MASTER SUITE c 2255 95 100 1.000 7.0 0x0 VIFx 53.5 135.0 st4 MASTER SUITE -A C 2255 95 100 1.000 7.0 Ox0 VIFx 53.7 135.0 st4 UTILITY c 76 2 3 1.000 4.0 Ox0 VIFx 15.1 115.0 Bill Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 259 328 1.000 602 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 490 462 1.000 624 12.0 0 x 0 VinlFlx st3 Peak AVF 333 312 1.000 611 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 453 441 1.000 830 10.0 0 x 0 VinlFlx ti wri htsoft 2017-May-1111:41:56 9 RlghtSWWD Universal 2017 17.0.08 RSU08101 Page 1 'AM ...8 HVACt1804 MODEL GARAGE RIGHr- HICKORY DR.WP Cole = MJ8 Front Door faces: E Return Branch Detail Table Name Grill Size (in) Htg (cfm) cig (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk & OxO 1131 1072 0 0 0 0 Ox 0 VIFx @ wri htsoft° 2017-May-1111:41:56 �. 9 RlghtSuite® Universal 2017 17.0.08 RSUGS101 Page 2 (\ ...it HVAC71804 MODEL GARAGE RIGHT- HICKORY DR.1up Calc = MJ8 Front Door faces: E STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Scherer Management CO) PROPERTY ADDRESS: 5601 Hickory Dr Fort Pierce, FL 34982 PERMIT #:56-SF-1611864 APPLICATION #:AP1293034 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1064264 LOT: 36 BLOCK: 57 SUBDIVISION: Indian River Estates PROPERTY ID #: 3402-609-0214-0005 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. - DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS .T [ 1.050 ] GALLONS / GPD SeDtic new CAPACITY A [ I GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 667 ] SQUARE FEET Drainfiield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ I STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: site BM orange spot CL of rd Center of property I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 1 E BOTTOM OF DRAINFIELD TO BE [ 1.00 1 L D O T H E R FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT ,L REQUIRED: [ZU.UU] INCHES EXCAVATION REQUIRED: ] JD.UUJ 1NUHE5 ie system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated Flow of 10 gpd. ]e licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with 64E-6.013(3)(f), FAC. SPECIFICATIONS BY: Brian J Ingram A TITLE: Environmental Specialist II APPROVED BY: E: Environmental Specialist II St. Lucie CHD Brian J Ingram DATE ISSUED: 06/05/2017 EXPIRATION DATE: 12/05/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1293034 SE1036442 ��r� COr Y NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 0 ;rla� St. Lucie County Health Department H 5150 NW Milner Dr Port Saint Lucie, FL 34983 �PAYING ON: PERMIT #k56-SF-1611864 13ILL DOC #:56-BID-3440488 CONSTRUCTION APPLICATIONtAP1293034 RECEIVED FROM: Hometec Contractors Inc AMOUNT PAID: $ 400.00 .PAYMENT FORM: CHECK 1606 PAYMENT DATE: 05/31/2017 MAIL TO: (Scherer Management Co) FACILITY NAME: PROPERTY LOCATION: 5601 Hickory or Fort Pierce, FL 34982 Lot: 36 Block: 57 Property ID: 3402-609-0214-0005 EXPLANATION or DESCRIPTION: QUANTITY FEE -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 133 - OSTDS Construction Reinspection 1 $ 50.00 -1 - Surcharge (All) Iq C'o 1 $ 15.00 -1 - OSTDS New Permit Surcharge X� ^ / 1 $ 100.00 LD1-3 6 i (�l Ig� q RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3255267 I/M OR EQUIVALENT: [ Y / N ] PUBLIC ]G=2000GPD [ 1>2000GPD DISTANCE TO SEWER: _ /)/A, FT xei STATE OF FLORIDA PERMIT NO. ,S%��(yJIP(p� DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: C(Q APPLICATION FOR CONSTRUCTION PERMIT ICATION FOR: ••[ ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative Repair [ ] Abandonment[ ] Temporary [ ] APPLICANT: S' 4er--en2 / ,AAj.g /YdP.✓t C® AGENT:p�y/e/�L (� �C�L�AC �O RS �N �- _ !� h /7 �q /-� TELEPHONE://�` /a0-/ MAILING ADDRESS: TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: -34 BLOCK: SUBDIVISION: //�D�nRw ,Cs l/fl PiS a,,V O PLATTED: PROPERTY ID #: _ ZONING: PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE IS SEWER AVAILAB 8 LE AS PER 3 1.0065, FS. PROPERTY ADDRESS: DIRECTIONS TO BUILDING INFORMATION [,A] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of No Establishment Bedrooms 1' Sn 2 3 Building Commercial/Institutional System Design Area Sgft Table 1, Chapter 64E-6, PAC 9 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICAt4T: Scherer Management CO • • CONTRACTOR / AGENT: HOmetec Contractors Ino LOT: 36 BLOCK: 57 SUBDIVISION: Indian River Estates ID#: 3402-609-0214-0005 APPLICATION # AP1293034 PERMIT # 56-SF-1611864 DOCUMENT # SE1036442 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDF REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X ]YES [ ]NO NET USABLE AREA AVAILABLE: 0.25 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 625.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1330.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: CL of rd center ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / HELON ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [ ]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 83 FT NON -POTABLE: FT BUILDING FOUNDATIONS: 10 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: Amu cTmr• i PROPERTY LINES: 10 FT POTABLE WATER LINES: 20 FT ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X1N0) FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD USDA SOIL SERIES:Myakka Munsell #/Color fine sand Texture Depth 1OYR 312 Organic Soil 0 To 1 10YR 5/1 Sand 1 To 18 tOYR 4/2 Sand 15 To 30 10YR 6/1 Sand 18 To 30 10YR 2/1 Spodic Material 30 To 36 1 OYR 3/2 Sand 36 To 50 1 OYR 514 Sand 50 To 72 nc•TT.S 1..Mammu CTmc 9 USDA SOIL SERIES:Myakka fine sand Munsell #/Color Texture Depth 1OYR 312 Organic Soil 0 To 1 1 OYR 511 Sand 1 To 18 10YR 412 Sand 15 To 30 10YR 6/1 Sand 18 To 30 1 OYR 2/1 Spodic Material 30 To 36 1 OYR 312 Sand 36 To 50 1 OYR 5/4 Sand 50 To 72 OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / PELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / BEE] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES I ]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING DRAINFIELD CONFIGURATION: [ ] TRENCH - REMARKS/ADDITIONAL CRITERIA Sand/0:60 DEPTH OF EXCAVATION: 36 INCHES [X] BED [ ] OTHER (SPECIFY) BE Re verified by onsite visit. WSWT determined using USDA WSS and soil borings. WSWT lowered to 22" from previous BE. IOYR711 stripping In 10YR611 matrix>10% with diffuse boundaries starting at 22" In both Sea. Rn}h An. 1" helsw RM. SITE EVALUATED BY: Ingram, BdyY(THIe: Environmental Specialist 11) (ENVIRONMENTAL HEALI H) DH 4015, 08/09 (Obsolate6 previous editions which may not be used) Incorporated: 64E-6.001, FAC DATE: 06/05/2017 Page 3 of 4 AP1293034 9ID1611864 v 1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT APPLICANT: S4ef-e/C. ! �J MA.1J'rey1e.1 pCO/� . AGENT: /7pwe c�'L Co"I /Zo LOT: BLOCK: 1 ' / SUBDIVISION: /�[ An g� �Q, PROPERTY ID # : y 9 _ o a/ v—COOS I Section/Township/Parcel No. or Tax ID Number C� TO BE COLLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE P Q YES [ ] NO NET USABLE AREA AVAILABLE: 9ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES-TABLEI/OTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD�j/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 0 SQFT UNOBSTRUCTED AREA REQUIRED: p O Q SQFT � t/ (n� A BENCHMARK/REFERENCE POINT LOCATION: �, Am,0 G�.�O� !�E— 6, 8 9, � ELEVATION OF PROPOSED SYSTEM SITE IS_ [ CHES/Fr ] LABOVE / BELOW '] POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEA S SURFACE WATER:U.FT DITCHES/SWALE S:�� / FT NOR15AMY WET? [ I YES ] NO WELLS: PUBLIC: FT LIMITED USE: T PRIVATE:�_FT NON -POTABLE: Q FT n ESAWATER BUILDING FOUNDATIONS: �FT PROPERTY T,TNe �O ET PnTAT.E T.TNFIS• n.J^ FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [�] NO 10 YEAR FLOODING? [ ] YES 19 NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD PION SITE i TEXTURE USDA SOIL SERIES: MK1: TO TO TO SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE: AC%/IaNt;iiv:YYS ESTIMATED WET SEASON WA R TABLE ELEVATION: HELD �] EINC SG GRADE. TYPE.[PEACHE /APPARENT ] [.ABOVE/''xx IG,W---`1 EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ NO MOTTLING: [ ] YES NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:. DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY)_ REMARKS/ApDIT;ONA/,� CRITEFIA: SITE EVALUATED B `DATE:- DH 401:5, 12/11 (Obaolatea previous editions which may not b vaed) InCorpomtBd: 64E-6.001, FAC Page 3 Of 4 • _ L.�/I ecJ� /��ccs %ems DRIVEWAY PERMIT Permit: 15-084 Phone # 772-370-7287 Owner: RNH Enterprises Inc. Contractor: Scherer Management Co. Mailing Address: 1082 S.W. Lighthouse Dr. Palm City Fl. 34990 Construction Address: 5601 Hickory Dr. Ft. Pierce Fl. 34982 Lot# 36 Block 57 Subdivision: Indian River Estates Unit-08 Parcel ID # 3402-609-0214-000/5 Tax Map ID: 34/11 N PERMITEE: PLEASE READ THIS PERMIT THOROUGHLY This permit contains information, which is applicable to the construction of your driveway and related drainage. The same information will be used by our inspectors to determine the Acceptability of your installation. If you have any questions regarding the permit herein, please call the St. Lucie County Water Quality Division at (772) 462-2511. The St. Lucie County Water Quality Division has reviewed the proposed driveway. Construction is permitted subject to provisions listed below and attached hereto: 1. All disturbed right-of-way shall be sodded. 2. Any curb & gutter broken during the course of construction must be replaced or repaired and cleaned before the final inspection is passed. 3. Any asphalt broken during the course of construction must be cut & patched before the final inspection is passed. By: Ga Aeamt4— Driveway Inspector Dra' age Eiigineer Date: Date: . Z Board of County Commissioners, St. Lucie County, Florida INSPECTIONS - INITIAL & DATE Prepour: Permit # 15-084 Final: Page 1 CONDITIONS OF DRIVEWAY CONSTRUCTION - If granted a permit for construction of the proposed driveway on County right-of-way, we agree to abide by the following: 1. Setbacks Due to design constraints, any driveway providing access to a one or two family dwelling, shall normally be a minimum of six (6) feet from the nearest side property line without a culvert and nine (9) feet with a culvert In the case of corner lots, driveways shall be constructed so that the center line of the driveway is a minimum of twenty (20) feet from the parallel base building line (right -of -way -line). 2. S M-AII construction work shall comply with the safety provisions of all Federal, States, and local laws. 3. Traffic Control Measures shall be provided during construction in accordance with the Florida D.O.T. manual on Traffic Control and Safe Practices. 4. , To Save Harmless -The Board of County Commissioners and each and every member thereof from the payment of any compensation or damages resulting from the exercise of rights and privileges herein granted. 5. Culvert Installation -Culvert installation shall be accomplished in accordance with the provisions of this permit, and shall be the responsibility of the applicant. 6. Removal of the Installation • In the case of an applicants noncompliance with the requirements stated herein, the installation will be promptly brought into compliance. Inspection of the work does not relieve the applicant from compliance with the permit conditions. 7. Right-of-Wav Limitations Sprinkler systems, sidewalks, driveway or street side boarders, drains from private property, electric lighting, signs, landscaping, other than breakaway type mailbox posts, parking facilities and crosswalks or anything that would hinder the county maintenance operations, shall not be placed and/or constructed in the County right-of-way. 8. Concrete or Asphalt Paving Paving a driveway within the County right -of --way is allowed only when the roadway to which it will join is paved. 9. Repairs of Improvements by Applicant -The applicant agrees to promptly repair any damage or injury to improvements on County right-of-way caused by reason of the exercise of rights and privileges herein granted, restoring same to a condition equal to that which existed immediately prior to the infliction of such damage or injury in a manner satisfactory to the County. 10. Time Limitations-AII work must be completed within six (6) months from the date of issuance or this permit will become null and void. 11. In the Right-of-WayArea-Driveways shall be designed to be perpendicular to the roadway to which they join and be centered on the culvert 12. Inspections -A pre -pour inspection shall be completed and approved by a County Inspector prior to concrete or asphalt being placed in the County right-of-way. A final inspection shall be completed and approved by a County Inspector when all the conditions of the permit are met A minimum twenty-four (24) hour notice is normally required prior to an inspection being scheduled. 13. Reinspection Fees -A reinspection fee will be required to be paid at the Permitting Division. The red tag must be brought along to pay the reinspection fee. The fee will need to be paid in person at the same time the reinspection request is made. The fees areas follows: First reinspection for pre -pour or final: Twenty (20) dollars Second reinspection for pre -pour or final: Forty (40) dollars Third reinspection for pre -pour or final: Sixty (60) dollars each Permit# 15.081/1-1 Page # 2 mi INA mi; Yc shts yon b SA2 m3m,D A nut W to, .3 �,T #300" S -J. vl Wsqq a F W HS 0 0 1SWIS VON 01AR"s on! -in w I W"5 RV - no issnoo ym A bews"eq sa NO yowma top.. ix pop 51MV. V. tn1j4ic im Yjww"q ij P-w wK wash -warT Wpm ;5r; M'!q-.QQ 'ZjivAf)jio- no 1 MaNCIA poll 3 My 6, jm�-, vr� LIM t f Qd cc 4c ny Q V Yw c In 1% s"yqqw! M, at, f,5 tx, TA I W G-ld Wins bin NQ nw sci it0a LIDO Wo w au nas! -W Etc, ova n-1 ;Pbsn :!Gev'"C. 'Mile Iq 101 woseq0% To", =8 Oki full Y21011 'W.-- Am 11AT jod! V162 Asnaw 1w0q.1q in! novaq.01 top! .41 TAMW73, — `� 1/2" X 6" FIBER EXPANSION JOINT TO BE INSTALLED AT R/W LINE - RW,c _ Aarch 18, 2008 OPTIONAL RADIUS `Y/ I PLANT VIEW zo 0 SEE PAGE 4 OF TRAVELWAY1_ 6.A" `—PRIOR TO INITIAL INSPECTION, SAWCUT EDGE OF PAVEMENT TO 6" VER TICAL DEPTH G`c r-/ i ea^ D/ Driveway Width: Nearest property line: / Edge of Roadway SECTION A �— R/W 1 nl .,a.l — -! c DESIGN INVERT = Notes: 1. Surface Specifications: a. Concrete driveway extending into right-of-way or public easement shall be a minimum of 6" thick, 3000 P.S.I. concrete incorporating a flare or radius as shown in the plan view. Reinforce concrete with 6x6 / 10x10 gauge wire or fiber mesh, centered in concrete during pour. Subgrade shall be 8" sand or other approved material compacted to 95% AASHTO T-99 maximum density. 2. Right -of -Way Restoration: a. Requirement: As good or better than condition prior to construction (includes adjacent areas). Use sod as necessary. Sod must be placed at or below the edge of pavement. Any sod placed above the edge of pavement will not be approved at the final inspection. b. Drainage: Drainage ditches disturbed during construction shall be graded in such a manner as to provide for restoration of the flow line. The County will not approve the final inspection if the placement of sod partially blocks the driveway culvert. The top of the sod must match the invert of the culvert. 3. Concrete or Asphalt Driveway Surface: a. Initial Inspection: When the driveway is prepared to accept the concrete or asphalt, notify the St. Lucie County Water Quality Division at (772) 462-2511 for inspections, allowing at least one day for scheduling. b. Final Inspection: Regardless of the type of surface material used, schedule a final inspection after all requirements are met and right-of-way has been restored. Permit # 15.03 Y Page # 3 ,IA , �i -JI pus! pio Iv"'N t Y, times: po wo woof woro i opso q CN ppee q p gop eq g 0 c 0 0 2 Z tJljjj sit SAwn zr Rio VU 01 Y, 1 scopc own), rjos nov; WY 06C lip, �I C j G (3 0 1 Pik an MI tQj COUCIRS LL'PKAMPUb 0 Q0 A Lay 7 r; Ivy' 1, - 7 7W % 11031 L I 17 X 13 Q.M.P. WITH 2:1 M ER 4" Thick iforced with 6X6 l90GA a TAP WEW-SZ WLE PIPE 30" AL PIPE LENGTH SECTM 16" I _Sad Its. Ce.$. eac -Ide Dllch Grade *Slopes hf Miter+ 1:2 For All Sires let Miter: hI For All Sizes. Pipe banding: The banding and pipe elevation must be inspected before any cover is placed over the work in question. Permit # 15- O Fe Page # 4 Sod - 0 �� FLOOD ZONE "X" ELEVATIONS BASED ON COUNTY BENCHMARK "DAMS" LOT 15 F.E.M.A., 71R.M. MAP#1202850281J ELEVATION = 16.42' NATIONAL GEODETIC VERTICAL DATUM HOUSE 12111CO 281J 2/16/201.2 ELEVATION IN NORTH AMERICAN VERTICAL DATUM IS TO FIN•FLEL.=20.81' SUBTRACT 1.45' FROM' ELEVATIONS DEPICTED. LOT 35 20 0 20 40 60 HOUSE FIN.FL.EL.=19.66' FD.LR.& C. 'j LB#4546 FD.1" S c a I e 1 mry 4NKAIN �� (EAST) " — m. N 90'00 00 E e 125.0� I R �Ap 5 f 3.3' X 3.3 CHAIN A.C. PAD P.P. 40B0' 5 +P"030.00' II ` �. >° plot o•H.w. LOTS 15 & 16 (AS ONE) LOT 15 HOUSE—FIN.FL.ELEV.=18.48' RECEIVED FENCE �6 - � W �" , JUL 0 9 2018 3f"60' .�,9� ro SB 54.00' II = S?. Lucie County, Permitting' 0 c --I Z p w N o 18' WIDE CONO..DRIVEWAY c m O m rn LEGENn: �O o o — p p A SITE BENCHMARK ELEV.=17.68' P.-PLAT Zp `? o SB p O NATIONAL GEODETIC VERTICAL DATUM 11 M.-MEASURED C.=CALCULATED D.=DESCRIMON Op � -I0 -` 16.92' 40.00' 1 O II '; 'I - . `1 I.R&C.=IRONRODANDCAP W.C.=w1TN scoENER �O o� O ,S .iS C.M. = CONCRETE MONUMENT ��1' C �`.� 9'1 11.25' M .'T7 N COVER 1S .33 r�. 15 LP.=120N DISK j'` �ry0' rn O ENTRY r- N r"D�I I II'I�- _ MA N.&D.=NAII.AND 3' X 4.5' .85' ,91 Y,r�� 1-1 \I ._ P.Y.=POWERPOLE L.Y.=LIGHT POLE O.H:W:=OVERHEAD wHtES S II Ln 6.0, N 3' CONC. m WALK ` �', �z zoo '- i6 .3' 2 18 u St. Luc Is C F - . ASPH.=ASPHALT PAVEMENT FP.L=ELORDDAPOWER&LIGHT r WELL HEAD o A jp w [p n 8 Imp Imo,- _ 5 ._ > Date's( FD.=FOUND P.G=POIIiT OF CURVE ly O o r� o - o fTl o O '1 O y O /� A rove - � ..." PP P.T.=PORT OF TANGENCY 7.33' ��. SEPTIC 1°'' + * �. z cI .--I"--"-.:It - ' Y.C.C.=POU4 OF COMPOUND CURVE PSLC=POINTOFREVERSECURVE O p A S 12.33' ? TANK a r j �.'`� N t6 �' - L, Y.O.D.=FOlNTOFBEG]NNGNG P.O.C. POIM' OF COMMENCEMENT 6.42' I I C/L=CENTERLINE CIL=RIGIITOFwAY O BU�AD HE�4� 1.33' L J Fi .. LOT 16P.RM.=PERMANENTREFERENCEMONUMEM POINT O 3•�DD' 1.83' 2.83' 17.00' a NO CONSTRUCTION P.G.P.= PERMANENT CONTROL CA= CENTRAL ANGLE (DELTA ANGLE) TYP.=TYPICALCODCONIC 6' ���{{--.. +JB j�� f0 m 9.33, ��'' .�1�' O 50.58' DESCRIPTION: (SUPPLIED BY CLIENT) =CONCRETE Ln W U, ti W U, SB - •� LOT 36, BLOCK 57 OF "INDIAN RIVER ESTATES R=RADIRAcx R=RADIUS e o o e o m`5 gym. _5_ ° _-'I- 6 UNIT 8", ACCORDING TO THE PLAT THEREOF a' S - 90'00'00"W 125.00' 30.00, _ - AS RECORDED IN PLAT BOOK 10, PAGE 73 OF FENCE ` ao FD. + (WEST) a SET LR.& , ' y w THE PUBLIC RECORDS OF ST. LUCIE COUNTY I.R.& C. + (MITCHELL WA c o FLORIDA. SAID LANDS SITUATE IN ST. LUCIE (MITCHELL) M o o COUNTY, FLORIDA. LOT 17 > v LOT 17 HOUSE —FIN. FL.EL.=20:91' VACANT C.A. MITCHELL AND ASSOCIATES, GA INC. ADDITIONS ORDELETIONS TO SURVEY MAPS GRASS _ \ LAND SURVEYORS AND MAPPERS ORREPORTS BY OTHER THAN THE SIGNING SWALE PARTY ISPMHre=WITHOUTTHEWRITTEN C.A. HELL AND SOCIATES, INC. 759 S.W. SOUTH MACEDO BOULEVARD CONSENT OFTHESIGNINGPARTY. ( IC TE 0 AU IN # L 276) PORT ST. LUCIE, FLORIDA. 34983 ST 9 (772- 878-7547) r1T hkL�rStRVEY�LY3 •z 2018� SAVANNAH MAY 12, 2015 NOT VALID WITHOUT THE SIGNATURE LOT 37 FORMBOARD LOCATION & ELEVATION 1 /30/18 STREET INTON A. CHELL, R.L.S. AND TBE HOUSE FLORIDAGINAL LICENSEISED D THE LORIDLICENSID SURVEYOR FIN.FLEL.=20.83' REGISTERED LAND SURVEYOR AND MAPPER AND MAPPER.(F.A.C. 5J-17) FINAL 7/5/18 C.A.M. FLORIDA REGISTRATION # LS3541(SINCE 1982) URAYM BY. C.A.M. APPROVM BY: M.E. REH90N5 FORMBOARDS 1/30/18 C.A.M. PIWJWT _ LOT-36, BLOCK 57 OF INDIAN RIVER ESTATES UNIT 8. ST. LUCIE COUNTY, FLORIDA. Mg. NAME BOUNDARY SURVEY WITH IMPROVEMENT LOCATIONS SHP. NO. 70 oA1E MAY 14, 2015 PN0J. NO. 4640 20' DRIVE,EIEV.CONVERSION,FlN.FLELEV. 7/14/15 Do. NO, 4640 �, File name: C: \EPSA\4640 16'DRIVE &MOVE HSE BACK 1' 8/15/16 REVISE ALL PROPOSED 5/5/17 C.A.M. LOT 15 HOUSE FIN.FL.EL.=20.81' 20 mo o� m m 0 y C 0 FLOOD ZONE "X" F.E.M.A., F.I.R.M. MAP#1202850281J 12111CO 281J 2/16/2012 20 40 ELEVATIONS BASED ON ELEVATION = 16.42' N, ELEVATION IN NORTH P SUBTRACT 1.45' FROM LOT 35 HOUSE COUNTY BENCHMARK "DAMS" ONAL GEODETIC VERTICAL DATUM SEPTIC 1 RICAN VERTICAL DATUM IS TO D___—TANK :L VATIONS DEPICTED. O.H. 19 R.& C. n f �I 4'CHAIN tP (EAST) t'�� FD.1 ,. Scale — LINK 90.00'00"E 125.00' I.R. 30.00' HEAD CHAIN B t�s. o. (n O 12' N , LINK '�. CO 0 .gah0�. A 0 4SB O FENCE o SB ! _ 54.od Z i F0RMBO RD U) N 18' WIDE CONC. DRIVEWAY i O m ELEV.=21! Q OJy ZO 4 (+17�30/18) SB a 0 P� O O O C 5� �o "� ' 1s.er AQ � O o'er 11.25' m 0 u c0VERE "= m xaonaim.cer (y�� Vl !' ENTRY m N'. y 85. 12' �S ((n - p 3' LONG 5' r — — 0 8 0' m WALK ort WELL AA�I O mij HEAD R^ w Z o I w o o w 1AYOW1g�I1G8I 0� O 1'.1 — v 7.33' u1 I G D 5' m orxvs l '� 12.33' o —_ J a r A _ �raa�C°avn .O i 1. 5' r 16' rr y rm O 1.33' a m A asru.ui D' �:2r 1.83' 2.83 17.00' o to L ___ _ 30 > J SB 9.33' 50.58 N �y cn o 00 o W O W O O ZEST HOLE ` 4' °' S 90'00'00" 125.00' WRE FRE ENCE SET (WEST) Zt'b I.R.& C. 'O. "fip � MA 5/g oET T 17 ADDTIYONS ORDELETIONS TO SURVEY MAPS I.R. HOUSE—FIN.FL.EL.=20.91' Q OR RhRORTS BY OTHER THAN Tf1E SIGNING PARTYIS PROMITED WITHOUT THE WRITTEN CA C.A. MITCHELL AND ASSOCIATES, INC. CONSENT OF THE SIGNING PARTY. GRASS .(' (FAC. 53 ). SWALE L ND SURVEYORS AND MAPPERS 5p 75 S.W. SOUTH MACEDO BOULEVARD d�5CIt.�e �NOT VALII) W=OUT THE STGNATURH PORT LUCIE, FLORIDA. 34983 AND THE ORIGINAL RAISED SEAL, OF (77 78-7547)1THEFLORIDALRCENSEDSURV�;YOR AMID MAPPER- (FAO 5J--11) F TANKC LOT 37 � WORMBOARDOC�1T10Na& EL+EVAdION 1/30/.18 o O HOUSE ��V�� SEPTIC y FIN.FL.EL.=20.83' \�j \\�? TANK Sad o qf9c RECEIVED JAN 31 2018 ST. Lucie County, Permitting LOTS 15 & 16 (AS ONE) O.H.W. LOT 15 HOUSE-FIN.FL.ELEV.=18.48' I =_ n 7-\ SITE BENCHMARK ELEV.=17.68' O NATIONAL GEODETIC VERTICAL DATUM 70 s.I 15 wi 35 1F 0 16 n 15 oe �� C t6 ' F LOT 16 " A NO CONSTRUCTION DESCRIPTION: (SUPPLIED BY CLIENT) LOT 36, BLOCK 57 OF "INDIAN RIVER ESTATES UNIT 8", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF °' THE PUBLIC RECORDS OF ST. LUCIE COUNTY, o o. FLORIDA. SAID LANDS SITUATE IN ST. LUCIE N A OO COUNTY, FLORIDA. O N 4 LOT 17 x � VACANT C.A. MIT HELL D ASS CI ES, INC. (CERTIFIJA fE OF JTHO5 T TA LB4276) 1. SAVANNAH STREET DMM BY: C.A.M. APPRDVED ar: M.E. RE1n9° Fo. ttMeQ os 1J�o 78 cA.t4. PROj zr FIN.FL.ELEV. 7/1, LOT 36, BLOCK 57 OF INDIAN RIVER DATE: MAY 14, 2015 pRp,l, NO. 4640 20 DRIVE,ELEV.CONVERSION, ESTATES UNIT 8. oW& NQ_, 4640 pWG, File name: C: \EPSA\4640 16'DRIVE & MOVE HSE BACK 1' 8/15/16 ST. LUCIE COUNTY, FLORIDA. REVISE ALL PROPOSED 5/5H7 C.A.M. `GL-Mv ON A. MIT,CHELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION # LS3541(SINCE 1982) NAMENO. AND >70 TOPOGRAPHIC SURVEY --- - 70 LOT 15 HOUSE RN.FL.EL.=20.81' 20 0 FLOODWZO F.E.M.A., F.I.R.M. MAP#120� 890281 12111CO 28IJ 2/16/2012 20 40 Scale 1" WELL HEAD CHAIN +� LINK J. FENCE =o C)0 z c O ri O J5 ZO u 0o �e 4.. • n.-nRs�aDx �cOc / WC NRODA1m GiY C !2. PDwBRYDLB�...P +l D8W IGBTp ryEgSD wIItLt r 9• WELL HEAD n 2.G Ym1iPOF CpRyy Y.%. YOIIVP pF T.1xGgxC4 � YRC_20A^I OBCgJ.{pm1Np L•pgyn p Y-09. POMf OF$�� co z aD.G.PDpiy. oa ti cn._cPrer�yq�CO�+«a�cr Q PYxckP D4wAs O P WIRE FENCE +5j . 0. 31.00, SB M. e I.R.& C. •0. HOOT 17 E— HOUSFIN.FL. EL.= 20.91' C.A. MITCHELL AND ASSOCIATES, INC. L ND SURVEYOR'S AND MAPPERS 75 S.W. SOUTH MACEDO BOULEVARD PORT LUCIE, FLORIDA. 34983 (77 78-7547) SEPTIC TANK z y ELEVATIONS BASED ON COUNTY BENCHMARK "DAMS" ELEVATION = 16.42' NA ONAL GEODETIC VERTICAL DATUM SEPTIC ELEVATION IN NORTH AM RICAN VERTICAL DATUM IS TO po�rANK SUBTRACT 1.45' FROM EL VATIONS DEPICTED. LOT 35 HOUSE O.H.N & C. (EAST) (n O CO to Lno N W 00 S 90'00'00 (WEST) 'H031 eY' s IS iiNO S301S LOT 37 02H NIOh917S NM HOUSE FIN.FL.EL.=20.83' FD.1" 125.00' I.R. 30.00' s 12' m 40.00, • P.P. p• 1L. p SB 18' WIDE CONC. DRIVEWAY SB I 16.92' ''o. 1 1 A U) A �I COVERE °= m N 41 ENTRY 12' J CONC. 5• S. 60, ! - WALK 1 �, m I o• o. :;u O g INm N1 rrI 7.33' yDi J 15'00 1233'6t$' pP: 1m 5' I— ig ra I I mb 1 1.33: i-- - m In L. _ 30 _ J f$ 50.58 0 � TEST HOLE o _ " 125.00' �&.ov s - s. moo. +'a FD. WA N O O �. 5/6" q o ADDITIONS ORDET TIONS TO SURVEYMAPS I.R. N OR REPORTS BY OTHER THAN THE SIGNING v PARTYIS PROHIBITED WITHOUT THE WRITTEN CA x CONSENT OF THE SIGNING PARTY. GRASS(FAC. 57-17 ). SWALE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGIINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPIIL (F.A.C. 57-17) SAVANNAH STREET TANK C.A.M. APPRMM BY: M.E. 14, 2015 PROJ. N0. 4640 20' DRIVE,ELEV.CONVER310N,FIN.FLM". 7, 4640 riY _ File name: C: \EPSA\464D 16"DRIVE & MOVE HSE BACK 1' 8 LOT 36, BLOCK 57 OF INDIAN RIVER ESTATES UNIT 8. ST. -LUCIE COUNTY, FLORIDA. LOTS 15 & 16 (AS ONE) LOT 15 HOUSE—FIN.FL.ELEV.=18.48' SITE BEN CHrV AL GEODEER DATUM 34 125 ':ml 13 1 W 15 w 35 15 125_ 16 16 trJ .0 0, to 3S Y,' i6 Ixs LOT 16 da ., aD' >~ •d,l , , . NO CONSTRUCTION DESCRIPTION: (SUPPLIED BY CLIENT) LOT 36, BLOCK 57 OF "INDIAN RIVER ESTATES UNIT 8", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. LOT 17, HOUSE FIN.FL.EL.=21.82' A. MI C ELL AND ASS ATES, INC. CE�RTF CA OF PyIJTHOR ,4�64276) MAY 12. 2015 CLINTON A. tvflnCMELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER .y�FL�O�RpIIDA REGISTRATION # LS3541(SINCE�.{1982) 3P1.. N4&E -- ' .Fll. �. BOUNDARY A TOPOGRAPHIC S R d p� LOT 15 HOUSE FIN'FLEL.=20.81' 20 0 FLOOD ZONE "X" F.E.M.A., F.I.R.M. MAP#1202850281J 12111CO 281J 2/16/2012 20 40 Scale 1 " WELL 5' HEAD CHAIN f, LINK FENCE Z rn �00 Z Jy p s..rru 0 00 4•j M-W.4FDFL^p 1 c-catc�,iay .X � ' E• =FC!@'IIDN `e`-C-I&ONRDDdty 0 W.C- Clp cc Ps.-YOWEgPauY"g f �s..sscRrtDss '� DaW.-vyRF�yD S. rPy wmcxPD� HEAD n S.G-TORE 08CpgFg P.L-YORf O OFCD gJq A S.GC- ORr OFCDT7ppDNp P-D - RrOPP(gy�4. YD C�PDRP OFPEGRNRG�n 00z Cn.. P CDr9LENC�y, 0 I �RPcl¢'DPWAy � Q ^.CY..PgptJPPF Aj@�CDRCY�Np.N1S.2.. �4'CHAIN • LINK +51 31.00' SB 80. I.R.& C. • ,COT 17 HOUSE—FI N. FL.EL.= 20.91' C..A. MITCHELL AND ASSOCIATES, INC. L ND SURVEYOR'S AND MAPPERS 75 S.W. SOUTH MACEDO BOULEVARD PORT . LUCIE, FLORIDA. 34983 (77 78-7547) F SEPTIC 0 TANK z -i ELEVATIONS BASED ON COUNTY BENCHMARK "DAMS" ELEVATION = 16.42' NA ONAL GEODETIC VERTICAL DATUM sEPnc ELEVATION IN NORTH AM RICAN VERTICAL DATUM IS TO Eo�TANK SUBTRACT 1.45' FROM EL VATIONS DEPICTED. LOT 35 HOUSE o.H.w. FIN.FL.EL.=1 .66' R.& C. # (EAST) FDA" 90'00'00'E 125.00' I.R. _ 30.00' m o nL > OJ o 40.00, P.P. Y. PAD SB 18' WIDE CONC. DRIVEWAY o� SB -X 16.92' 40.00' 11.25' p COVERE °i '<1n ? ENTRY 12' < a J f, r II N ' GONG. S W. n O 8 0 WALK o mD. I p RI O O r!j p I 7.33' O N � v! 12.33' c J y<A � � z IN s 1 m 5' r— 18' r D q 1 bb i1 N 1.33'�^ A 11.25' A 1.83' 283' 17.00' o rn L 30 I J 9.33' B 50.58�; _ cn 0 00 0 O7 0 co 0 - TEST HOLE S 90'00'00" 125.00' �'o. (WEST) +,� FD.- 5/8' ADI)MONS OR DELETIONS TO SURVEYMApS I.R. OR REPORTS BY OTHER THAN THE SIGNING PARTY IS PROHIBITED WITHOUT THE WRI'iTEN CA CONSENT OF THE SIGNING PARTY. GRASS (FAC.5.L17). SWALE NOT VALID WITHOUT TEE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE P'LOREDALICENSED SURVEYOR AND MAPPER. (FAC. 5J-11) LOT 37 HOUSE FIN.FL.EL.=20.83' TANK am ml Ew: C.A.M. APPROVED BY; M.E. R ewsKw cAm. MAY 14, 2015 P,, M 4640 20' DRIVE,ELEV.CONVERSION,FlN.FLM". 7, 4640 rm- File name: C:\EPSA\4640 169DRIVE & MOVE HSE BACK 1' 8, so. i 00 ca. o. SAVANNAH �£?� STREET PROJOCr LOT 36, BLOCK 57 OF INDIAN RIVER ESTATES UNIT 8. ST. LUCIE COUNTY, FLORIDA. —O.H.W. M`0H$n�S 6L ��{{/n/tyt Lc9nvlronmen a Weai h�- 8.48 Sife Plan Approved for Construction . Supersedes All Previous Site Plans for OSTDS #-5-/6-5f -160 % 1�4 & Well # / NATIONAL GEODFTIC VER CAL DATUM -3 4 >a1 14. B 2E'm s u5 A, P 15 wl 35 � ' 15 t'A vs _ rzs 16 16 17 P7. SF as �, f. �. Is IS LOT 16 ds eli NO CONSTRUCTION DESCRIPTION: (SUPPLIED BY CLIENT) LOT 36, BLOCK 57 OF "INDIAN RIVER ESTATES UNIT 8", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. LOT 17, HOUSE FIN.FL.EL: 21.82' C.A. MI ELL A D AS TES, INC. (CEIFE OF PHOR ON # LB4276) CLIWON A. N111TCHELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER FLORIDA REGISTRATION # LS3541(SINCE 1982). BOUNDARYD .��� TOPOGRAPHIC S110AV0