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586 Timber Bridge Lane PERMIT RES18-0170 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0170 Description: new single-family home Estimated Value: 288509.45 Issue Date: 6/5/2018 Expiration Date: 12/2/2018 PROPERTY ADDRESS: Address: 586 TIMBER BRIDGE RE Number: 169505 2120 PROPERTY OWNER: Name: RIVERSIDE HOMES OF N FL Address: 12276 San Jose Boulevard Jacksonville, FL 32223 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 12276 San Jose Boulevard #120 Jacksonville, FL 32223 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Vii, , �. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 U "v Phone(904)247-5826 • Fax(904)247-5845 �, E-mail: building-dept@coab.us Date routed: -1 8 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S$(O —Tl m bk4 6 , De artment review required Ye No Applicant: �N t LLC O-D(y1k S lanrnn &Zoning r( Tree Administrator Project: y Vo r q Pu Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [<pproved. ❑Denied. []Not applicable (Circle one.) Comments: PLANNING &ZONING S.JI�oL� Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COpyuilding Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: �5SL •TrY l-ltr W JAL11--vu Permit Number: � F-tsI 0 Q' —o Legal Description �� 112 A+1&x0i [3e LO-1 0 LA-��LA-b UA-AJ—7,RE# I loa!7t75- 2 12y Valuation of Work(Replacement Cost)$ 4Q L--,C�O Heated/Cooled SF 31 ) Non-Heated/Cooled • Class of Work(Circle one) Ne Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialesidential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Rlyty-Si clH3200e,o Address: ac-Yll0 w City State fl, Zip 301aa 3 Phone q0 -,5D,3'--7035 Y-3 E-M I tJ6-,ShOg(�p "Ll 1.1Qmp "yvri Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information ,1� Name of Company: qil ,U,ysi A f- r iyY� Qualifying Agent: &A pt-A� .ROb{� Address to AosA Pivd- City i C�1 v LC-- State 1-5— _Zip 3Ja--;1-3 Office Phone qp ��6 3 10SS 2C Job Site/ContYct Number ate!• SRI �iRS State Certification/Registration#0 AC \. S 1 3.5 E-Mail COyn Architect Name&Phone# r • +-I fj Engineer's Name&Pho ► py Workers Compensation WIM I xem s xpiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 1120 - --- (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this 14 day of Signed and sworn to(or affirmed)before me this A day of Aby� kno �& . by.YYJCL7/ nJA4• 12AbLy 1 A�41� - 41f U `i�7t�f�y�G l'V� (Sign re of N ary) LINDSEY M.BISHOP [Personally Known R J�,("'ai 0 0; Public State of Florida (personally Known OR UNDSEY P1. BISHOP [ ]Produced Identifi ib ; «, NoCommission#FF 946204 [ ]produced Identificat jdrr r w ^y k Notary Public -State of Florida Type of Identification• - o`= ires Jan 19,2020 Type of Identification: �" = Commission # FF 946204 ''�'' My Comm.Expires Jan 19,2020 d OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6`h Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2)�?3/ 3 Non-Habitable Space (ft2) /017 LAND INFORMATION: Zoning District gr3ce- Flood Zone X Minimum FFE l/, 'go BUILDING INFORMATION: Construction Type V13 Occupancy Group '9frg,1t Fra m;�y Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Q Atlantic Beach, Florida 32233-5445 D ^ f�( To Phone (904)247-5826 - Fax(904)247-5845 aa o ^�o;3ISA E-mail: building-dept@coab.us Date routed: _ —1 b City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S 1W —km bP 1 "Departmenft review required Yes No LLC Applicant: y o us i � 01)alk Tree Aarn or Project: _ NLlr� S l C( �-t` �4 `�.�� Publ-c Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING Reviewed by: Date: 5—/0-14? TREE ADMIN. Second Review: A roved as revised. ❑ pp [-]Denied. [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 20 Pulir City of Atlantic Beach APPLICATION NUMBER Building Department 800 Seminole Road (To be assigned by theBuildingDepartment.) Atlantic Beach, Florida 32233-5445 `s< Phone(904)247-5826 • Fax(904)247-TIKI ' 0 2010 f is) E-mail: building-dept@coab.us Date routed: L R City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: m J it, Department review required Yes No i din Applicant: �i�.�-(Si 1,�_ �1�auS tannin &Zoning Tree Administrator Project: i f1 Public Utilities Public Safety Fire Services Review fee $ Dept Signature ; Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING i PLANNING &ZONING Reviewed b . a� Date: �' TREE ADMIN. Second Review: []Approved as revised. _ ❑ pp ❑Denied. ❑Not applicable Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY"and R i qcYSt M h -cv of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Qdy4(!!"&hq,L, bm Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 5 S In "'(y m lap i- BricLap Lam_ • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed b the USER. ILA Date r] ILA I Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this day of 520 , by 1 7 h1XX t�3 , who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. S ature of NALAry Public, State of Fl da / Department Approval: Personally Known k/ — Produced Identification(T�a)== =-- i J pFY pU'4, LINDA HOP _ o Notary Public -State of Florida Scott Wi i s ublic Wo s erector/ _ commission # FF 946204 n1I� �1 , H:\Master Forms\Public-Utilities�N6i \Revticabge Encroachment 19 2020 5.18.docx Kayle Moore Public Utilities Director Revision Date:2/5/18 �, RIGHT-OF-WAY / EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address ` SIV T%na>lkr 3r IOLCU L a_y- ,e._. Phone '-A • ! . "7U-_5 X 3 Permittee ' %J"CLk_ -Nwn�� Email ],S►�na�` �ce,�,icela(•pyr�, ,v� Requesting Permission to Construct Location (Reference to Cross-Street) • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair, improvement,maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires,pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of S-Qr c� 6,a= eh,oyl (Project Superintendent) with Company Name �k% W_ sl&f—, ,o Phone Q.OA• Sdi l • t7-1 g(, • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder,and the holder will, at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24) hours prior to starting work and again immediate upon completion. Date 5 Lq 118 Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL II 11 The foregoing instrument was acknowledged this `-C day of 20 by 1�1Q Tt KJ100 V who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. VPersonally Known Sign e of Not ublic,State 6f Flo " Produced Identification(Type) Notary Public-State of Florida Commission #FF 946204 P,' Com x ires Jan 19,2020 %°��' My Comm P City of Atlantic Beach APPLICATION NUMBER Building Department ` 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 MAY U �� Phone(904)247-5826 • Fax(904)247-5845 f 0109 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( t it) ba-1 �y;� � Department review required Yes No ,, i din Applicant: t�,�(Si LLC 01)(yu S Tannin9.&Zoning Tree Administrator Project: Cl�.� i (1 QCZ t` U Public Public Safety Fire Services Review fee $ 5-P Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 6Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ''� �— Date: o/( TREE ADMIN. Second Review: [–]Approved as revised. ❑Denied. ❑Not applicable PU WORKS Comments: PUBLIC SAFET Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach S� PUBLIC UTILITIES DEPARTMENT -' r 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-SS34 NEW WATER/SEWER TAP REQUEST Date_ S- Li'— / Project Address ,5 R6 Ttust_-,-< ZR1 D66 Number of Units Commercial Residential ✓ Multi-Family New Water TaMeter(s) P(s)& Meter Sizes) New Irrigation Meter ✓ Upgrade Existing Meter from to (size) New Reclaim Water Meter Size 3/� New Connection to City Sewer Applicant Name Applicant Address city State Zip Phone Cell Email Applicant Signature p CITYSTAFF USE ONLY Application# 0 70 Water System Development Charge $ /I r v � CC Sewer System Development Charge $ C4 O Slo CIL Water Meter Only $ /8�—f 6-0 Reclaim Meter Only $ / gS' (n Water Meter Tap $ Sewer Tap $ Cross Connection $ Sa Other $ TOTAL $ cc (Notes) APPROVED Kayle Moore, P.E. Date 1 t8 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED S ale o 4 F/c)rTda( FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER2313 Builder Name: Riverside Homes Street: 586 Timber Bridge Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, 3 -0P Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2390.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2100.00 ft' b. Frame-Wood,Adjacent R=13.0 265.00 ft' 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 25.00 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2342.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2313.00 ft' 6. Conditioned floor area above grade(ft2) 2313 b.Knee Wall(Unvented) R=19.0 29.00 ft' Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(424.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 462.8 a. U-Factor: Dbl,U=0.35 414.50 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.28 10.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.355 ft. Area Weighted Average SHGC: 0,219 14.Hot water systems 8. Floor Types (2313.0 sqft.) Insulation Area a. Natural Gas Tankless Cap: 1 gallons EF:0.850 a.Slab-On-Grade Edge Insulation R=0.0 2313.00 ft2 b. Conservation features b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.184 Total Proposed Modified Loads: 62.68 PASS Total Baseline Loads: 64.88 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by thisQ _ p Code. Digitally signed by Douglas RStickles calculation indicates compliance '.ON:cn=Douglas R Stickles,c=US,o=A/ Douglas R.StlCkleS GMastersNVAC,Incwith the Florida Energy Code. !•+ pNi ;• 'ao p PREPARED BY: Date:zo,e.o3.z,z,:3z:as-oaoo Before construction is completed DATE: this building will be inspected for - y compliance with Section 553.908 * „ I hereby certify that this building, as designed, is in compliance Florida Statutes. 5� with the Florida Energy Code. G010z010z)W'E OWNER/AGENT: (-'n BUILDING OFFICIAL: `yr� DATE: Ift DATE: '190113 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 , C- -0 CA -n E w � I ul -1 kA - - � - c o ■ o � k / \ % cr� ) LA CL / Di Ln 0 % 2 . J � 5 � � q � � < � n % 2 k Q ■ @ I m o ƒ W � / M C \ � < / = 7 k 0 m o C - 0 0 CO VI C q n k. � 0 q / n ID co CO 7 0 k � a = - E -0 Cr 2) m 2 \ / 2 ƒ \ ( 2 n $ o -1 2 § 2 E 00 o � _ _ -0 - ] _ §' 0 \ 7 k k krD \ = n r » o 0 ) . � : � - E e D M 00 %\ f m 0 \ cu =33 � > 6 $ � / \ / / v M 0 m m E m � 2 0 & / J a ƒ - / § n f a' � ) $ CD-Ln CL2 5' / ]. 0 U-1 '< ° n. -I ƒ ^ / m \ W� 7 V CD a \ / 0 ƒ ® CL ƒ \ W J2 \ CL 0 \ w < > m Ln / k Q =r � � C / & § ] cr CD (D � � � f S ® 3 8 CD m ] w (D] rD 2 v _ D / j @ . / / r / \ / / r = $ < n ƒ rD \ 3. Q- M / \ $ 3 / ƒ E @ < m 7 / � ¥ � q \ K @ Q) _ $ @ / _0 G 3 0 ] m r - 3 GJ fD 7o fD70 O� 7 � rD 0 < 0 � ` 00 N n _ 3 3 0 3 O 0 7 ,< CD Cr ;:w Cr o Z 3 00 M W m <� ; (n 0 0 a = m v 3 Mcr 3 m fD 2) 00 < 0 o i� m m 3 Q O 3 . = V fD rD 3 0 0 Q M O fD O '0 V fD 01 d r'h (D n O rt opo _1.1 %-• T1 w C) C-) N O (m \ / En f f"F fD QI n rD n O ci fD OFFICE COPY SITE PLAN LOT 172 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 c IN FEET � T11�gER BR�GE LAN .& inch = 30 ft. LAN.+' 7-W 9.1 3=( P) laso' DENOTES PROPOSED WOOD ® DENOTES PROPOSED PAVERS 75, +-e N 9.3 P•7.. DENOTES PROPOSED CONCRETE 901ALX DENOTES FUTURE 4" TREE LAY DOMN ON SITE DENOTES CHEMICAL TOILET 24pB, PgBRLN NOTE, �' : 0. .R. PER ARB, FINISH FLOOR ELEVATION 1 0: .i r MUST BE 24" ABOVE GRADE ' ACKS- ply-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND OI WAY m a 24,00' 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS e� O FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE iIIII 11�7I�II O TO BACK OF RIGHT OF WAY. 2.1 IMPERVIOUS COVERAGE sem• ��' ^ 5.13' IMPERVIOUS Sq.FL LOT Sq.FL . F 4,154 Sq.Ft 8,250 Sq.Ft 50.4. a ' ONE,T'R OSM F F.EL,RE, E1� I 9.7 TYPEASA m jjll ANAST : BUILDING COVERAGE LI µ'7¢%V94,7• I L`) COVERED Sq.Ft LOT Sq.Ft. . 5 ;1 9'9 3,342 Sq.FL 8.250 Sq.Ft 40.5. I 18.67' Il F 3 5' Y'`•u 5.13' � SOD BREAKDOWNr�snenn 5.,3' • f'- r• 3 TOTAL LOT AREA 8,250 Sq.Ft. i R,-TO CURB 825 Sq.Ft. GROSS SOD AREA 9,075 Sq.Ft. 'A/C DEDUCTIONS FOUNDATION SUB 3.342 Sq.Ft I *� DRIVEWAY 0 SIS S.Ft. - 1 LEAD WALK 0 Sq.Ft. CAh-7 X16 SIDEWALK AREA 113 Sq.FE \ I 8, ""'/ A/C PAD(S)k GARAGE 9 Sq.Ft. L �• • SERVICE DOOR 3AB _ WATER/CONSERVATION 0 Sq.Ft. J j rorAL DEDucno4s 4, S$(�CE NET SOD AREA 4,595 Sq.Ft. 10.3 L2 LINE TABLE GOLF COURSE LINE DIRECTDN I LENGTH LI(P) N80'24'17'W 55.00 10.5 L2(P) 480'24'17-W 55.00 GENERAL NOTES 1.BEARINGS ARE BASED ON THE CENTERLINE OF TIMBER BRIDGE LANE AS BEING N80.207-W. 2_DRAINAGE ELEVATICNS SHOWN HEREON ARE BASED ON NAVD 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X'AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0408H,DATED.JUNE 3,2013,SUBJECT TO LOIR CASE/1h04-G427P.DATED DECEMBER 22,2014.THERE MAY HAVE BEEN SUBSEQUENT REM51ONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. SNO UNDERGROUND FOUNDATIONS OR UTILITIES A,NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS STE PLAN. 5.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE`HEWED AT A SCALE OF 1'-30'OR SMALLER. e.ENTRIES h PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9. WETLANDS BUFFERS ADJACENT TO WENDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12.THIS STE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY, BOARD.AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES 14.THIS STE PUN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 1d PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTICN PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS THERE IS A MAXIMUM 2.SLOPE ON ALL SDEWALKS.ALL SIDEWALK AND FLA WORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS,CROSS SLOPES SHALL BE NO MORE THAN 2i THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES VALVES ETC.)SHALL NOT BE INSTALLED WITHIN THE SOEWALK. 19.DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PUNS FOR CORRECT DIMENSONS. 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION 8: REVISED STE PUN-ADDED NEW HOUSE(1/22/18)(DDM/DEHG) REASON A:REVISED SHE PLAN-UPDATE HOUSE(6/26/17)(TJ/MEB) PREPARED FOR:RIVERSIDE HOMES STI FIM To:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS M"'"""` 1501 COUNTY ROAD 315 SUITE NO. 108 (8042 284-2224 _ "gym v.=� :.�w. GREEN COVE SPRINGS, FL 32043 FA% (90499) 284-2258 N. e ," CERTIFICATE OF AUTHORIZATION LB #8 1 COPYRIGHT © 2017 '"° �1170e1w NOTATION: F.I.R.M.FLOOD ZONE X(N/A) 'I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120075 0408H 8/3/13 ~ � Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP 4-04-0427P.12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements.Rights-of-way, setback lines, overlaps, FB/PG. 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes,agreements•reservations or other N/A statues,subject to all notes and notations shown hereonsimilar matters which may appear in the abstract,or search Y=�'bsw eeww NIA JUNE 28 2017 This surve Is DATE: SCALE: _� e-movew> / y' prepared and certified for the exclusive use of 5/30/17 FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1549-17-037 B THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: MEB SHEET 1 OF 1 OFFICE COPY Atlantic Beach Country Club lot 172 586 Timber Bridge Lane Atlantic Beach, FL 32233 Single Family Detached-Group R3 2017 Florida Building Code Michael Stauffer 1093 AIA Beach Blvd., Ste. 330 St.Augustine Beach, FL 32080 _ w C F `a. �IIo❑o� m.E a` � o r°n Oft E o — c ❑c a v v E d I'N N y } oo mcg N ui w d w v_ t0 �v .m S .b c ca 0 4t II''�� r I'IQ !o ¢ L Sy yOR m r o °o 7 oI. 0 Z ro 7!, z a I ¢ H `'CL d S H IIx Z (e o E o o m N . M v ❑ , U cl O t tOa m m C vai m O o o Io p a Q o a. •C' m cl o Q N v o d 81 t v o I I o !. CL y CZ, v x F. c > co Q v mbbI« o U $ ° ZDV [z. �" F °' la°i o ❑ u o y o o m 1 � J ¢ U � � a — - o a Q'U N Ev 3 z z z a z z z� '� z z z z z .z x z z zI¢ ¢ ¢ ¢ ¢ ¢ !� I¢ a ¢ 0 R C 0. a ° I;, I— _ z z z z M z o o z � - m ° f2S 0. 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New construction or existing New(From Plans) 9. Wall Types(2390.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2100.00 ft2 b. Frame-Wood,Adjacent R=13.0 265.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 25.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2342.0 sgft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2313.00 ft2 6. Conditioned floor area above grade(ft2) 2313 b. Knee Wall(Unvented) R=19.0 29.00 ft2 Conditioned floor area below grade(ft2) 0 c• R= ft2 11.Ducts R ft2 7. Windows(424.5 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 462.8 a. U-Factor: Dbl,U=0.35 414.50 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.28 10.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.355 ft. Area Weighted Average SHGC: 0.219 14.Hot water systems :1 gallons 8. Floor Types (2313.0 sqft.) Insulation Area a. Natural Gas Tankless Cap: 0.850 a.Slab-On-Grade Edge Insulation R=0.0 2313.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.184 Total Proposed Modified Loads: 62.68 PASS Total Baseline Loads: 64.88 1 hereby certify that the plans and specifications covered by Review of the plans and O�^�TdE SJ,,42. this calculation are in compliance with the Florida Energy specifications covered by this = - p Code. Digitally signed by Douglas R.Stickles � ' DN:cn=Dou las R.Stickles,c=US,o=A/ calculation indicates compliance /jj� - Douglas R.Stickles g Date: HVAC,Inc. with the Florida Energy Code. Date:2018.03.21 21:32:45-04'00' PREPARED BY: Before construction is completed a ti DATE: this building will be inspected for O ,a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'0 WE OWNER/AGENT: (-'A -► A AC, BUILDING OFFICIAL: DATE: DATE: S 1� - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: RIVER2313 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2313 Lot# 172 Owner Name: Total Stories: 1 Block/Subdivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 270 Street: 586 Timber Bridge Lane Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2313 23130 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2313 23130 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 239 ft 0 2313 ft2 ---- 0.2 0.8 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2892 ft2 0 ft2 Medium 0.4 No 0.4 No 22 36.9 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2313 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0 Blown 2313 ft2 0.11 Wood 2 Knee Wall(Unvented) Main 19 Batt 29 ft2 0.11 Wood 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below pe Space 1 W=>S Exterior Frame-Wood Main 19 18 10 180.0 ft2 0.23 0.75 0 2 N=>W Exterior Frame-Wood Main 19 11 6 10 115.0 ft2 0.23 0.75 0 3 N=>W Exterior Frame-Wood Main 19 4 10 40.0 ft2 0.23 0.75 0 4 W=>S Exterior Frame-Wood Main 19 4 9 10 47.5 ft2 0.23 0.75 0 5 NW=>S Exterior Frame-Wood Main 19 4 9 10 47.5 ft2 0.23 0.75 0 6 N=>W Exterior Frame-Wood Main 19 4 9 10 47.5 ft2 0.23 0.75 0 7 W=>S Exterior Frame-Wood Main 19 18 9 10 187.5 ft2 0.23 0.75 0 8 N=>W Exterior Frame-Wood Main 19 32 9 10 327.5 ft2 0.23 0.75 0 9 NE=>NW Exterior Frame-Wood Main 19 3 9 10 37.5 ft2 0.23 0.75 0 10 E=>N Exterior Frame-Wood Main 19 6 6 10 65.0 ft2 0.23 0.75 0 11 SE=>NE Exterior Frame-Wood Main 19 3 9 10 37.5 ft2 0.23 0.75 0 12 E=>N Exterior Frame-Wood Main 19 5 6 10 55.0 ft2 0.23 0.75 0 13 NE=>NW Exterior Frame-Wood Main 19 3 9 10 37.5 ft2 0.23 0.75 0 14 E=>N Exterior Frame-Wood Main 19 2 3 10 22.5 ft2 0.23 0.75 0 15 N=>W Exterior Frame-Wood Main 19 12 9 10 127.5 ft2 0.23 0.75 0 16 E=>N Garage Frame-Wood Main 13 26 6 10 265.0 ft2 0.23 0.01 0 17 E=>N Garage Frame-Wood Main 19 2 6 10 25.0 ft2 0.23 0.01 0 18 S=>E Exterior Frame-Wood Main 19 12 9 10 127.5 ft2 0.23 0.75 0 19 E=>N Exterior Frame-Wood Main 19 1 10 10.0 ft2 0.23 0.75 0 20 S=>E Exterior Frame-Wood Main 19 58 9 10 587.5 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>N Insulated Main None .46 3 8 24 ft2 2 E=>N Insulated Main None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W=>S 1 Vinyl Low-E Double Yes 0.35 0.22 N 49.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 2 W=>S 4 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 5 ft 8 in 1 ft 0 in Drapes/blinds None 3 NW=>SW 5 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 9 ft 10 in 1 ft 0 in Drapes/blinds None 4 N=>W 6 Vinyl Low-E Double Yes 0.35 0.22 N 19.3 ft2 21 ft 5 in 1 ft 0 in Drapes/blinds None 5 W=>S 7 Vinyl Low-E Double Yes 0.35 0.22 N 128.0 ft2 13 ft 5 in 1 ft 0 in Drapes/blinds None 6 N=>W 8 Vinyl Low-E Double Yes 0.35 0.22 N 49.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 7 NE=>NW 9 Vinyl Low-E Double Yes 0.35 0.22 N 13.8 ft2 3 ft 8 in 1 ft 0 in Drapes/blinds None 8 E=>N 10 Vinyl Low-E Double Yes 0.35 0.22 N 27.5 ft2 9 ft 5 in 1 ft 0 in Drapes/blinds None 9 SE=>NE 11 Vinyl Low-E Double Yes 0.35 0.22 N 13.8 ft2 14 ft 8 in 1 ft 0 in Drapes/blinds None 10 E=>N 12 Vinyl Low-E Double Yes 0.35 0.22 N 12.0 ft2 12 ft 2 in 1 ft 0 in Drapes/blinds None 11 NE=>NW13 Vinyl Low-E Double Yes 0.35 0.22 N 13.8 ft2 14 ft 8 in 1 ft 0 in Drapes/blinds None 12 N=>W 15 Vinyl Low-E Double Yes 0.35 0.22 N 8.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 13 S=>E 18 Vinyl Low-E Double Yes 0.35 0.22 N 16.5 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 14 S=>E 20 Vinyl Low-E Double Yes 0.35 0.22 N 8.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 15 S=>E 20 Vinyl Low-E Double Yes 0.35 0.22 N 16.5 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 16 S=>E 20 Vinyl Low-E Double Yes 0.28 0.19 N 10.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 558.999984 ftZ 558.999984 ftZ 72.8 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 2698.5 148.14 278.61 .3425 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.85 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 462.8 ft Attic 115.7 ft Default Leakage Attic (Default) (Default) 1 1 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma rj Junrl Jul rj Au �Xj Se Oct NovDec HeatinJan �C)JFeb �Mar Apr May Jun Jul AuSeP Oct Nov X Dec Ventin Jan [ ]Feb X Mar [X]A r [ Ma Jun JulAug Se [X]Oct H Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/16/2018 9:53 AM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 586 Timber Bridge Lane, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 2100.00 ftZ b. Frame-Wood,Adjacent R=13.0 265.00 ft' 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 25.00 ft' 4. Number of Bedrooms 3 d. N/A R= ftZ 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=22.0 2313.00 ft2 6. Conditioned floor area(ftZ) 2313 b.Knee Wall(Unvented) R=19.0 29.00 ftZ 7. Windows" Description Area c. N/A R= ftZ a. U-Factor: Dbl,U=0.35 414.50 ft' 11. Ducts R ftZ a.Sup:Attic, Ret:Attic,AH:Attic 6 462.8 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.28 10.00 ftZ SHGC: SHGC=0.19 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 8.355 ft. a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 3.219 8. Floor Types Insulation Area 14. Hot water systems Z a.Natural Gas Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2 13.00 ft EF:0.85 b. N/A R= ftZ c. N/A R= ftZ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building � ,g1, Construction through the above energy saving features which will be installed (or exceeded) TYIBST .yO = 80 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 51L, IN M fi, Address of New Home: l.Q�--c City/FL Zip: ��, JjcOD �c,'� WF *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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 586 Timber Bridge Lane Permit Number: F Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch 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)(0,(g)or(i)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. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage\Nindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. 11403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMU (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Complia Page 3 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER2313 Builder Name: Riverside Homes Street: 586 Timber Bridge Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic Y PP 9 The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffit /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities 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 spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or cenlonas, a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: RIVER2313 Builder Name: Riverside Homes Street: 586 Timber Bridge Lane Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond.Floor Area:: 2313 sq.ft. Cond.Volume: 23130 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50)" 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. 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 Zones 1 and 2...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(i)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. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air, backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3. Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either 0 �T1r1E SxATF performance results demonstrate compliance individuals as defined in Section .y _ O*0 with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or accordance with Section R402.4.1.2. individuals licensed as set forth in arn: ''_�,• „ Ot~ Section 489.105(3)(f), (g),or(i)or an approved third party.A written report of a ,tv the results of the test shall be signed SIGNATURE: by the third party conducting the test and provided to the code official. �G'OD yy,g"l'�� PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 3/16/2018 9:54 AM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 - - Project Summary Job: RIVER2313 wrightsoft" Date: 03/19/18 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 172,Atlantic Beach Country Club Arieff Residence Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27160 Btuh Structure 12660 Btuh Ducts 7709 Btuh Ducts 9092 Btuh Central vent (135 cfm) 5634 Btuh Central vent (135 cfm) 2669 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 40502 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24420 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial Stories Structure 600 Btuh Ducts 2354 Btuh Central vent (135 cfm) 4583 Btuh Heating Cooling Outside air Area (ft2) 2313 2313 Equipment latent load 7537 Btuh Volume (ft') 23130 23130 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 31957 Btuh Equiv.AVF (cfm) 0 0 Req. total capacity at 0.74 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24420 Btuh Heating output 33800 Btuh @ 47'F Latent cooling 8580 Btuh Temperature rise 28 'F Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point = 37 °F Backup: Input= 12 kW, Output = 42566 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a Wrl II1tSQft' 2018-Mar-19 09:40:10 �- 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 AC .CK ...ide Homes\ATLANTIC Beach CC\ABCC172(Arieff).rup Calc=MJ8 Front Door faces: E Building Analysis Job: RIVER2313 un - wrightsoft° 9 Date: 03/19/18 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#306,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design Conditions Location: Indoor: Heating Cooling Jacksonville, Int'I Airport, FL, US Indoor temperature (°F) 70 75 Elevation: 30 ft Design TD (°F) 38 18 Latitude: 31°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Daily range (°F) - 18 ( M ) Method Detailed Wet bulb (°F) - 77 Shielding 3 (partial) Wind speed (mph) 15.0 7.5 Stories 1 MENNEW,"Mm, Component Btuh/ft2 Btu % of load Walls 2.5 4878 12.0 WallsVentilation Glazing 12.7 5414 13.4 Doors 17.4 835 2.1 Glazing Ceilings 1.6 3699 9.1 g Floors 5.3 12333 30.5 Doors Ducts Infiltration 0 0 0 Ducts 7709 19.0 Piping 0 0 Ceilings Humidification 0 0 Ventilation 5634 13.9 Floors Adjustments 0 Total 40502 100.0 • • Component Btuh/ft2 Btu % of load Walls 1.4 2675 11.0 Glazing 8.8 3734 15.3 Walls Ventilation Doors 18.4 881 3.6 Ceilings 1.1 2580 10.6 GlazingInternal Gains Floors 0 0 0 Infiltration 0 0 0 Ducts 9092 37.2 Ventilation 2669 10.9 Doors Internal gains 2790 11.4 4 Blower 0 0 Ceilings Adjustments 0 Ducts Total 1 1 24420 1 100.0 Latent Cooling Load = 7537 Btuh Overall U-value = 0.224 Btuh/ft2-°F Data entries checked. wri htsoft' 2018-Mar-19 09:40:11 �.. 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 ...ide Homes\ATLANTIC Beach CC\ABCC172(Arieff).rup Calc=MJ8 Front Door faces: E cq z gig 6sN's� 2 0 S II < Ili 3w $magma-a O $ SE o i� i" 3 �s CS i OL it � ail I f-�vcw l I rnns v on m N T nv�n F:a9im �� e y O .> oF7 � U I � h i a ~ Zn Ep z m CS LL- lli K. m I I I i I J 4� 11 II H x es .l _____ II�� II rtn 'a .. II IIS 'ally II L___�_J L___-_J I g Il Iln�l I I I I I II iio a9 II L___ _J L_-___J L_____J R w �z LL w s Rz C2 �� m ? s LLJ x lJ o OFFICE COPY International Fireproof Technology, Inc. Paint To Protect TM 17528 Von Ka man Ave.Irvine,CA 92614 949-975-8588 to DC 315 applied over Spray Polyurethane Foam (SPF), If a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated tb a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that - Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed 377 Appendix X are not appropriate alternative thermal barriers comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC and cannot be used. Depending on your particular application, Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section either ignition or thermal barriers are required by the International 2603.10 under "Special Approvals for Thermal Barriers over Foam Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3`d party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 7% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X SpecificGravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77"F & 50% R.H.—To touch i—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. ecoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent P51: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10*C to 27'C(50•F to GPM: 1.00 0•F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 8 Ibs. Filter: 30 mesh, removal of filter is recommend from gun and machine Hose: 3/8"diameter airless spray line for the first 100'from pump Advantages of Using DC315 SPF and'/."x3'whip ■ DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 orequivalent ■ Marked and Listed by Warnock Heresy Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 1 517-523 or equivalent. ■ Industry leading spread rate • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh,removal of filter is recommend from gun and machine buildings ■ Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and X"x Twhip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 Pump: (Graco)GMAX 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated FFilter: 3300 mixing 2.2 ■ 1 year shelf life 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from ■ Meets LEED's point requirements pump and''/."x 3'whip ■ No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. g p pump and'/."x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness(WFT)of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices, installer must obtain all current installation hands and other exposed areas. documents and complete a daily work record for each and every job and EYE PROTECTION: for each sequential day a project is underway.Daily work records must be sent to IFTI within 10 days of project completion. Installation Safety glasses,goggles,or a face shield are recommended. documents include Application Guide,Ventilation Guide and Daily Work SKIN PROTECTION: Report. These documents can be downloaded at Chemical resistant gloves are recommended, cover as much of the www.painttoprotect.com or by calling IFTI at 949.975.8588 exposed skin area as possible with appropriate clothing. Material Preparation RESPIRATORY PROTECTION is MANDATORY! DC315 must be thoroughly mixed prior to application.Failure to do so will Respiratory protective equipment,impervious footwear and protective compromise the materials performance and may create issues with clothing are required at all times during spray application. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is INGESTION:Do not take internally. recommended. Material should be stirred from the bottom up making sure the bottom and sides are scraped with a paint stick during the mixing Consider the application and environmental concentrations in deciding if process to ensure all materials are completely mixed prior to the additional protective measures are necessary. application. Material should be mixed to a creamy consistency with no lumps. Thinning is not usually needed, but if the material has been Limited Warranty exposed to prolonged periods of high temperatures during storage, This product will perform as tested if applied and maintained according to evaporation of the water based material may have taken place.Typically our directions, instructions and techniques. If this product is found to be the liquid level should be about 3 inches from the top of the 5 gallon pail. defective upon inspection by its representative, the seller will, at its If the level of material is lower,water may be added during the mixing to option,either furnish an equivalent amount of new product or refund the address this issue. purchase price to the original purchaser of this product.Seller will not be liable for any representations made by any retail seller or applicator of the Temperature and Humidity product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR Ensure temperature and humidity are within specified limits for THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER application. Failure to monitor and compensate for increased humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH may lead to blistering and/or delamination and will void warranty.Obtain THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT a ventilation guide prior to commencing installation. Ideal conditions are PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.i)ainttoprotect.com. Some states/provinces do not allow the Ventilation exclusion or limitation of incidental or consequential damages, so the When spraying in enclosed spaces,regardless of size,adequate ventilation above limitations may not apply to you.To make a warranty claim,write is required to remove excess moisture from the application area.The use to Technical Service, International Fireproof Technology, Inc., 17528 Von of fans may be required in some cases to ensure a minimum of 0.3 air Karman Avenue, Irvine, CA 92614 or email Customer Service at changes per hour. Prior to starting a job please be sure to download a atp()oainttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/201412:43 PM Current application documents must be on the job site at all times product is being applied.This includes application guide,ventilation guide and daily work report.Documents can be downloaded at http://www.painttoprotect.com or call IFTI at 949.975.8588 OFFICE COPY EVALUATIONICC SERVICE Most Wide[y Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Reissued August 2014 This report is subject to renewal August 2016. www.1cc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE pcf. The insulation's liquid components are supplied in PROTECTION nominally 55-gallon drums, labeled as "A" component or Section: 07 21 00—Thermal Insulation "B" component. The insulation components have a shelf life of six months when stored in unopened containers at REPORT HOLDER: temperatures between 70°F(21°C)and 90°F (32°C). SES FOAM 3.2 Surface-burning Characteristics: 4008 LOUETTA ROAD,#538 At a maximum thickness of 4 inches (102 mm) and a SPRING,TEXAS 77388-4405 nominal density of 0.5 pcf, the insulation has a flame- (713)239-0252 spread index of 25 or less and a smoke-developed index of www.sesfoam.com 450 or less when tested in accordance with ASTM E84. Thicknesses of up to 111/2 inches (292 mm) for wall EVALUATION SUBJECT: cavities and ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when SES FOAM 0.5 lb SPRAY: SPRAY-APPLIED the insulation is covered with a minimum 1/2-inch-thick POLYURETHANE FOAM PLASTIC INSULATION (12.7 mm) gypsum board installed in accordance with the applicable code. 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-values)at a mean ■ 2012 and 2009 International Building Code®(IBC) temperature of 75°F(24°C)as shown in Table 1. ■ 2012 and 2009 International Residential Code®(IRC) 3.4 Air Permeability: ■ 2012 and 2009 International Energy Conservation The insulation, at a minimum thickness of 3 inches Code®(IECC) (76 mm), is considered air-impermeable in accordance ■ Other Codes(see Section 8.0) with IRC Section R202, based on testing in accordance with ASTM E283. Properties evaluated: 4.0 INSTALLATION ■ Surface-burning characteristics 4.1 General: ■ Physical properties SES Foam 0.5 Ib spray insulation must be installed in ■ Thermal resistance(R-values) accordance with the manufacturer's published installation ■ Attic and crawl space installation instructions and this report. A copy of the manufacturer's ■ Air permeability published installation instructions must be available at all times on the jobsite during installation. 2.0 USES 4.2 Application: SES Foam 0.5 Ib spray polyurethane foam plastic The insulation is spray-applied at the jobsite using a insulation is used as a nonstructural thermal insulating volumetric positive displacement pump as identified in the material in buildings of Type V-B (IBC) construction, and in SES Foam 0.5 Ib spray application manual. The insulation dwellings built under the IRC. The insulation is for use in components must be stored at temperatures between wall cavities and floor/ceiling assemblies, and in attics and 70°F (21°C) and 90°F (32°C) for several days before crawl spaces when installed as described in Section 4.4. application. The insulation must not be used in areas Under the IRC, the insulation may be used as air- that have maximum in-service temperatures greater than impermeable insulation when installed as described in 180°F (82°C). The insulation must not be used in Section 3.4. electrical outlet or junction boxes or in contact with water 3.0 DESCRIPTION (e.g., rain, condensation, ice, snow) or soil. The substrate 3.1 General: must be free of moisture, frost or ice, loose scales, rust, oil, grease or other surface contaminants. The insulation can SES Foam 0.5 Ib spray foam insulation is a two- be installed in one pass to the maximum thickness. The component, open cell, one-to-one-by-volume spray-applied spray-applied foam insulation must be protected from polyurethane foam system with a nominal density of 0.5 weather during and after installation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributer not specifically addressed,nor are they to be construed G as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright 0 2014 Page 1 of 3 1 1 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 3 4.3 Thermal Barrier: 5.0 CONDITIONS OF USE SES Foam 0.5 Ib spray insulation must be separated from The SES Foam 0.5 Ib spray polyurethane foam plastic the interior of the building by an approved thermal barrier insulation described in this report complies with, or is a of 1/2-inch-thick (12.7 mm) gypsum wallboard or an suitable alternative to what is specified in, those codes equivalent 15-minute thermal barrier complying with, and listed in Section 1.0 of this report, subject to the following installed in accordance with, IBC Section 2603.4 or IRC conditions: Section R316.4, as applicable. Within an attic or crawl 5.1 The insulation must be installed in accordance with space, installation must be in accordance with Section 4.4. the manufacturer's published installation instructions, 4.4 Attics and Crawl Spaces: this evaluation report and the applicable code. If there are any conflicts between the manufacturer's 4.4.1 Application with a Prescriptive Ignition Barrier: published installation instructions and this report, this When SES Foam 0.5 Ib spray is installed within attics and report governs. crawl spaces, where entry is made only for service of 5.2 The insulation must be separated from the interior of the utilities, an ignition barrier must be installed in accordance building by an approved 15-minute thermal barrier, as with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or described in Section 4.3. Installation in an attic or R316.5.4, as applicable. The ignition barrier must be crawl space must be as described in Section 4.4. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the thicknesses noted installed in a manner so that the foam plastic insulation is in Sections 3.2 and 4.4. not exposed. SES Foam 0.5 Ib spray insulation at a 5.4 The insulation must be protected from exposure to the minimum thickness of 3 inches(76 mm)may be installed in weather during and after application. unvented attics in accordance with 2012 IRC Section R806.5(2009 IRC Section R806.4), as applicable. 5.5 The insulation must be applied by contractors certified 4.4.2 Application without a Prescriptive Ignition by SES Foam. Barrier: Where the spray-applied insulation is installed in 5.6 Use of the insulation in areas where the probability of accordance with this section (Section 4.4.2) or Section termite infestation is "very heavy" must be in 4.4.3, the following conditions apply: accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8)or IRC Section R318.4, as applicable. a) Entry to the attic or crawl space is to service utilities, 5.7 Jobsite certification and labeling of the insulation must and no storage is permitted. comply with IRC Sections N1101.4 and N1101.4.1 b) There are no interconnected attic or crawl space and IECC Sections R303.1.1 and 303.1.1.1, as areas. applicable. c) Air in the attic or crawl space is not circulated to other 5.8 SES Foam 0.5 Ib spray polyurethane foam plastic parts of the building. insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. d) Attic ventilation is provided when required by IBC 6.0 EVIDENCE SUBMITTED Section 1203.2 or IRC Section R806, except when air-impermeable insulation is permitted in unvented 6.1 Data in accordance with the ICC-ES Acceptance attics in accordance with 2012 IRC Section R806.5 or Criteria for Spray-applied Foam Plastic Insulation 2009 IRC Section R806.4. Under-floor (crawl space) (AC377), dated June 2012, including reports of tests ventilation is provided when required by IBC Section in accordance with Appendix X of AC377. 1203.3 or IRC Section R408.1, as applicable. 6.2 Report of room corner fire testing in accordance with e) Combustion air is provided in accordance with NFPA 286. International Mechanical Code®Section 701. 6.3 Report of air permeance testing in accordance with In attics, the insulation may be spray-applied to the ASTM E283. underside of roof sheathing or roof rafters, and/or vertical 7.0 IDENTIFICATION surfaces, and in crawl spaces the insulation may be spray- Components of the SES Foam 0.5 Ib spray polyurethane applied to the underside of floors and/or vertical surfaces foam plastic insulation are identified with the as described in this section. The thickness of the foam manufacturer's name (SES Foam) and address; the date plastic applied to the underside of the top of the space of manufacture or the lot number; the product trade name must not exceed 12 inches (305 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed (SES Foam 0.5 ' the mixing instructions; the density; the 111/2 inches (292 mm). The foam plastic may be installed flame-spread and' smoke-developed indices; and the without a covering or coating. The insulation may be evaluation report number(ESR-3375). installed in unvented attics in accordance with 2012 IRC 8.0 OTHER CODES Section R806.5 (2009 IRC Section R806.4). The ignition In addition to the codes referenced in Section 1.0, the barrier in accordance with IBC Section 2603.4.1.6 or IRC products in the report were evaluated for compliance with Section R316.5.3 may be omitted. the requirements of the following codes: 4.4.3 Use on Attic Floors: SES Foam 0.5 Ib spray ■ 2006 International Building Code®(2006 IBC) insulation may be installed exposed at a maximum 2006 International Residential Code(2006 IBC) thickness of 111/2 inches (292 mm) between joists in attic floors. The ignition barrier in accordance with IBC Section ■ 2006 and 2003 International Energy Conservation 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The Code®(2006 IECC) insulation must be separated from the interior of the building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 3 The products comply with the above-mentioned codes as provided in accordance with Sections 701 and 703 of described in Sections 2.0 through 7.0 of this report, with the 2006 IECC. revisions as noted below: ■ Protection against Termites: See Section 5.6, except ■ Application with a Prescriptive Thermal Barrier: See use of the insulation in areas where the probability of Section 4.3, except the approved thermal barrier must termite infestation if"very heavy" must be in accordance be installed in accordance with Section R314.4 of the with Section R320.5 of the 2006 IRC. 20061RC. ■ Jobsite Certification and Labeling: See Section 5.7, ■ Application with a Prescriptive Ignition Barrier: See except jobsite certification and labeling must comply Section 4.4.1, except an ignition barrier must be with Sections 102.1.1 and 102.1.1.1, as applicable, of installed in accordance with Section R314.5.3 or the 2006 IECC. R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm, 1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. i EVALUATION c c SERVICE ICC-ES VAR Environmental Report VAR-1030* Reissued July 2013 This report is subject to renewal September 1, 2015. www.icc-es.org/ep 1 800-423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE high-pressure, plural component SPF application PROTECTION equipment. The bio-based content is as set forth in Table 1 Section: 07 21 00—Thermal Insulation of this report. REPORT HOLDER: 4.0 CONDITIONS 4.1 Code Compliance: SES FOAM See ICC-ES report ESR-3375 for compliance of the SES 4008 LOUETTA ROAD,#538 Foam 0.5 Ib Foam S Polyurethane Foam Plastic Insulation SPRING,TEXAS 77388-4405 with code requirements. (713)239-0252 www.sesfoam.com 4.2 Green Codes, Standards and Rating Systems Eligibility: EVALUATION SUBJECT: The information presented in Tables 2 through 5 of this report provides a matrix of areas of evaluation and SES FOAM 0.5 Ib SPRAY POLYURETHANE FOAM corresponding limitations and/or additional project-specific PLASTIC INSULATION requirements, and offers benefits to individuals who are 1.0 EVALUATION SCOPE assessing eligibility for compliance. The final interpretation of the specific requirements of the Compliance with the following environmental criteria: code rests with the Authority Having Jurisdiction. ICC-ES Environmental Criteria for Determination of Compliance for items noted as "Verified Attribute' is Bio-based Material Content(EC102), dated March 1, 2012. subject to any conditions noted in the tables. Decisions on Compliance eligibility with the applicable sections of compliance for those items noted as"Eligible for Points" in the following codes and standards: Tables 2 through 5 rests with the user of this report, and those items are subject to the conditions noted. The user is ■ 2012 International Green Construction CodeTM (IgCC) advised of the project-specific provisions that may be (see Table 2 for details) contingent upon meeting specific conditions, and the ■ ASHRAE Standard 189.1 – 2009 (see Table 3 for verification of those conditions is outside the scope of this details) report. ■ National Green Building Standard (ICC 700-2008) (see Due to the variability of costs and volume, the bio-based Table 4 for details) content percentage listed in this report is based upon weight (mass). The use of cost or volume as the method ■ ANSI/GBI 01-2010, Green Building Assessment for calculation is outside the scope of this report. Protocol for Commercial Buildings (see Table 5 for details) 5.0 BASIS OF EVALUATION 2.0 USES The information in this report, including the "Verified Attributes," is based upon submission of documentation SES Foam 0.5 Ib Foam S Polyurethane Foam Plastic demonstrating compliance with the requirements set forth Insulation is used as nonstructural thermal insulating in ICC-ES EC102. (Evaluation applies to IgCC Section material in wall cavities, floor/ceiling assemblies, or in 505.2.4, item 3; ASHRAE 189.1 Section 9.4.1.3; ICC 700 attics and crawl spaces. See ICC-ES report ESR-3375 for Section 606.1; ANSI/GBI-01 Section 10.1.2.2.) more information on uses and applications. 6.0 IDENTIFICATION 3.0 DESCRIPTION Containers of SES Foam 0.5 Ib Foam S Polyurethane SES Foam 0.5 Ib spray-applied polyurethane foam plastic Foam Plastic Insulation are identified by a label bearing the insulation is a two-component, open-cell, water-blown, SES Foam name and address, product name, spray-applied polyurethane foam (SPF) with a nominal manufacturing date, manufacturing location and the VAR density of 0.5 Ib/ft3. The foam is sprayed in place using Environmental Report number(VAR-1030). 'Corrected May 2014 ICC-ES Verification of Attributes Reports are issued under the KY"-ES VAR Environmental Program.These reports are not to be consinued as representing aesthetics or any other zoo attributes not specifically addressed,nor are they to be consinued as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. --nrw�xu moeca�e Copyright 0 2014 Page 1 of 2 VAR-1030 1 Most Widely Accepted and Trusted Page 2 of 2 TABLE 1—BIO-BASED MATERIAL CONTENT SUMMARY PRODUCT NAME I %MEAN BIO-BASED CONTENT METHOD OF DETERMINATION SES Foam 0.5 Ib Spray Polyurethane Foam Plastic Insulation 17%(+/-3%)' ASTM D6866 Note: 'Based on precision and bias cited in ASTM D6866. TABLES 2 THROUGH 5 Section Possible Number Section Intent Points Conditions Of Use To Qualify For Points Finding TABLE 2—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE Bio-based materials shall be those materials that comply with one or more of the following: 505.2.4 Bio-based content N/A 3.The requirements of USDA 7CFR Part 2902. • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 3—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2009 ASHRAE STANDARD 189.1 A minimum of 5%of building materials used,based on cost,shall be biobased products. Biobased products shall comply with the minimum biobased contents of the USDA's Designation of Biobased Items for Federal Procurement[7 CFR Part 29021,contain the 9.4.1.3 Biobased products N/A "USDA Certified Biobased Product"label,or be composed of solid wood,engineered • wood,bamboo,wool,cotton,cork,agricultural fibers,or other biobased materials with at least 50%biobased content. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 4—SUMMARY OF AREA OF ELIGIBILITY WITH THE 2008 NATIONAL GREEN BUILDING STANDARD(ICC 700) The following biobased products are used: (h)products with the minimum biobased contents of the USDA 7 CFR Part 2902 606.1 Biobased products 3 (i)other biobased materials with a minimum of 50 percent biobased content(by weight 8 max or volume) • Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. TABLE 5—SUMMARY OF AREA OF ELIGIBILITY WITH THE ANSI/GBI–01 (2010)STANDARD Bio-based products accounted for 1%or more of the materials used in the building. Percentage= 100 x A=B,where: A=Total cost or weight of bio-based products B=Total cost or weight of all building products 10.1.2.2 Materials content– 1 Cost or weight must be used consistently • Assemblies 7 max For USDA-designated products,products meeting or exceeding USDA's bio-based content,criteria or qualifying as USDA"BioPreferred"were used. Note:USDA 7 CFR Part 2902§2907.17 sets a minimum bio-based content of 7%(10% +/-3%).SES Foam 0.5 Ib Spray exceeds this minimum. • =Verified attribute F 11 'ICC N.-$ SERVICE ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD,#538 SPRING,TEXAS 77388-4405 (713)239-0252 www.sesfoam.com EVALUATION SUBJECT: SES FOAM 0.5 Ib SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid, semi-rigid,flexible, or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR®program, Imperial units will only be accepted [(h ft2•°F)/Btu]. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. W Copyright 0 2014 Pagel of 6 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin: Wear gloves, coveralls, apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied- air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions, which state the following: "E. RE-ENTRY SES Foam 0.5 Ib Spray reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 6 qo qao oa°agaq o°qa° pa°qo°Qaoaaga°g0°°qa qoq°aaaago°aq°a ogogocgqooqoa°a aqo o°aaa°Q°°AOQ�o Boa°oa°�aq°aao�0oa0q°o.°°a oa°ago oaogo °aga00a a a o° qo° a°gaaq °goaaga o q °oopQoo -11 aga000a Interior Partition 0 oa°q aq o qoa o°a °acpAoo Interior Finished Surface ooa a4ofl (112-inch Sheetrock) °°acp°o apo o°ao o°° o a qo q o°000°o SES Foam 0.5 lb Spray gaaoQoa as ao n 0 qoa naoqa a°c° ° Exterior Sheathing 0 gg000ao Oa ga0q SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 071812 ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 00 000:; Masonry Block 000 (Typical)�� o •• Interior Finish Surface ° (1/2-inch Sheetrock) 0 1=' 2"x 4"Studs SES Foam 0.5 Ib Spray ° ° ° ° SES FOAM 0.5 LB SPRAY BELOW GRADE WALL INSULATION SES 05-2 071812 (Insulation on Interior Side of Wall) Baffle to provide air space between Thermal insulation and roof Barrier' deck. (as required by local code) °o°o . . 0°o°8°DDD DDD ° D '. D DDD DD '. DDDDDDDDDDDDDDDDDDDDDD o '. o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o o D o 0 0 0 0 0 0 0 0 0 0 o a o 0 .0.00. 0 0 Roo o 0 0 0 o D o°o°o°D°o°o°o°D°o °0000000 0 0 0 D o °D SES Foam 0.5 Ib Spray D o 0 0 00000000 00000000 00000.00.0 -0-o D°o°o°o° 0 o 0 0 o°oo° pDODOD'. OOOD'.00 °O D o D O O ° Vented SoffitDD°O D °OR DogoDD '. DDDR o°o°oDaD `Where attic entry is for the SES Foam 0.5 Ib Spray °o°400.0 service of utilities only,thermal oDgogogD and igniton barrier on the attic ° ° ° side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY VENTED ATTIC:FLOOR f SOFFIT SES 05-3 071812 ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6 Subfloor SES Foam 0.5 Ib Spray Header ' Sill Joist Floor Cross Section Thermal Barrier* {as required by Exterior Grade local code) 6"Min Footer` Vapor Barrier *Where crawlspace entry is for the �:•" \\\/\\\/\\\/ service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:VENTED SES 05-4 071812 Subfloor Header oe800e°, 8a8vo Sil Joist Thermal Barrier* (as required by Exterior Grade local code) SES Foam 0.5 Ib Spray o. Footer----... ooter 6"Min Vapor Bz rrier *Where crawlspace entry is for the service of utilities only,thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY CRAWLSPACE:UNVENTED SES 05-5 071812 ESR-3375 I Most Widely Accepted and Trusted Page 6 of 6 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. 0 0 0°0°0 o°o°o °°°° °°°OOOOo°o SES Foam 0.5 Ib Spray oo°o °° ° °°°o°oo°° °o o°o o° o °°o Roof Sheathing °°°o°° ° 0 o ° Truss Top Cord , Rafter °°0000°°o°°° nnnnnn nnnnnn nnnnnn oo n nnnnnn Thermal Barrier' (as required by local code) Note:Local building code may require the use of a vapor retarder n cold climate zones. Ceiling/Thermal Barrier *Where attic entry is for the as required by local building code. service of utilities only,thermal and igniton barrier on the attic side of the spray foam surface may be omitted. SES FOAM 0.5 LB SPRAY UNVENTED ATTIC/INSULATED ROOF DECK SES 05-6 071812 0O 0O 00 o oo 00 0o 0SES Foam 0.5 lb Spray O000 to specified thickness. O O OO 000 O Roof Sheathing 00 0000 00 0Thermal Barrier as Rafter 0 0 required by code. O Note:The local building code may require the installation of a vapor barrier in cold climate zones. SES FOAM 0.5 LB SPRAY CATHEDRAL CEILING sEs 05-7 071912 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek OFFICE COPY RE: J180174 -Arieff Residence - Ashley Casey MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Riverside Homes Project Name: Arieff Residence Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: ABCC Address: 586 Timber Bridge Lane City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Jeffrey K. Hulsberg License#: 33152 Address: 11481 Old St. Augustine Rd. # City: Jacksonville State: Flordia General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 58 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name I Date .C. m o 0 11 1 T13775282 1 A01 4/13/18 118 T13775299 1 C04 4/13/18 _r d C-3 CJ 12 I T13775283 I A02 14/13/18 119 1 T13775300 1 C05 4/13/18 € d 9 3 I T13775284 I A03 14/13/18 120 1 T13775301 1 DO 14/13/18 a o m m = a 4 T13775285 I A0414/13/18m o ~ �l �21 �T13775302 D02 4/13/18 5 I T13775286 I A05 14/13/18 122 1 T13775303 1 D03 4/13/18 ! y g r W W z iz 6 T13775287 I A06 14/13/18 123 I T13775304 I D04 14/13/18 0 y d d IW 17 T13775288 A07 1 4/13/18 24 1 T13775305 D05 1 4/13/18 _wS q R E 18 I T13775289 I A08 14/13/18 125 1 T13775306 1 D06 14/13/18 iL g € m `t NC o L9_1 T13775290 1 B01 °C 0 D 4/13/18 X26 713775307 D07 4/13/18 „S € 10 1 713775291 B02 4/13/18 127 1 713775308 1 DOS 4/13/18 CL a �i 11 T13775292 1 B03 14/13/18 128 1 T13775309(D09 14/13/18 !, o-E jr 12 T137752931 B04 14/13/18 129 1 T13775310 I D10 14/13/18A,A z © A M 13 T137752941 B05 14/13/18 130 1 T13775311 1 D11 14/13/18 s 's �' c W z 114 T13775295 1 B06 14/13/18 131 1 T13775312 1 E01 14/13/18 v' m co 15 T13775296 1 CO 14/13/18 132 I T13775313 I J01 14/13/18 a ;a 116 1 713775297 1 CO2 14/13/18 133 I T13775314 I J02 14/13/18 nd m 17 1 T13775298 1 CO3 14/13/18 134 I T13775315 I J03 14/13/18 3 Q » O x— The truss drawing(s)referenced above have been prepared by MiTek � ER'P USA, Inc. under my direct supervision based on the parameters �% P.�...••••.. provided by Manning Building Supplies. .` .��G E N Truss Design Engineer's Name: Finn, Walter { No 22839 My license renewal date for the state of Florida is February 28, 2019. = * I IMPORTANT NOTE: The seal on these truss component designs is a certificationSTATE OF .•�/ that the engineer named is licensed in the jurisdiction(s)identified and that the 0 , •� designs comply with ANSI TPI 1. These designs are based upon parameters ��.(�'• �` Q•;4 shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��5• O R 1 V...-* • • N given to MiTek. 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 Walter P.Flnn PE No.22839 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSIIrPI 1,Chapter 2. 6904 Parke East BNd.Tampa FL 33610 Date: April 13,2018 Finn, Walter 1 of 2 RE: J180174 - Arieff Residence -Ashley Casey Site Information: Customer Info: Riverside Homes Project Name: Arieff Residence Model: Lot/Block: Subdivision: ABCC Address: 586 Timber Bridge Lane City: Atlantic Beach State: FL No. Seal# Truss Name Date 135 ,T13775316 J04 4/13/18 ! 136 !T13775317!J05 14/13/18 1 137 !T13775318 !J06 14/13/18 ! 138 !T13775319!J07 14/13/18 139 !T13775320 !J08 14/13/18 ! 140 !T13775321 !J09 14/13/18 ! 141 !T13775322 !J 10 14/13/18 142 jT137753231J11 14/13/18 ! 143 ,T13775324 !J 12 14/13/18 ! 144 ,T13775325 !J 13 14/13/18 ! I45 ,T13775326 !J14 4/13/18 ! 146 !T13775327!J15 4/13/18 ! 147 !T13775328!J16 14/13/18 ! 148 !T13775329!J 18 14/13/18 ! 149 !T13775330 I J19 14/13/18 ! 150 713775331 !J20 14/13/18 151 I T13775332 !J21 14/13/18 ! 152 1 T13775333 1 P01 14/13/18 ! 153 1 T13775334 1 P02 14/13/18 1 154 1 T13775335 1 P03 14/13/18 ! 155 1 T13775336 1 PO4 14/13/18 1 156 I T13775337!P05 14/13/18 ! 157 1 T13775338 1 P06 14/13/18 ! 158 1 T13775339 1 P07 14/13/18 2of2 Job Truss Truss Type Qty Ply I Aneff Residence-Ashley Casey T13775282,. J180174 A01 Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:09 2018 Page 1 I D:rU FPb 1 tRl mwBZ BTtp8QxOczR RA7-Z Lei V 3Z3y441 moW 6CCmhnOFAE N?po8H AC9dJz_zRBg i 7-0-0 11-0-0 18-0-0 7-0-0 4-0-0 7-0-0 Scale=1:29.9 Special 4x7— Special NAILED 4x4 4.00112 3 17 4 i 3x4 0 2 53x4 zz m 1 6 18 8 19 7 20 2x4 .!. NAILED 3x4— 5x8— Special Special 5x8= Special Special 7-0-0 11-0-0 18-0-0 7-0-0 4-0-0 7-0-0 Plate Offsets(X Y)-- (1 Edge 0-2-4) (3 0-5-4 0-2-0i (6Edge 0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.88 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.22 7-8 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.05 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:89 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E'Except' TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. 3-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-11-6,Right 2x4 SP No.2 1-11-6 REACTIONS. (Ib/size) 1=1529/0-5-8,6=1529/0-5-8 Max Horz 1=24(LC 23) Max Uplift 1=-349(LC 8),6=349(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3369/800,3-4=-3162/772,4-6=-3361/797 BOT CHORD 1-8=-709/3139,7-8=-710/3170,6-7=-706/3132 WEBS 3-8=-28/646,4-7=-24/642 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;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 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=349,6=349. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 Ib down and 253 Ib up at 7-0-0,and 293 Ib down and 253 Ib up at 11-0-0 on top chord,and 246 Ib down and 71 Ib up at 6-9-14,321 Ib down and 71 Ib up at 7-2-2,and 321 Ib down and 71 Ib up at 10-9-2,and 246 Ib down and 71 Ib up at 11-2-2 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). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-3=-54,3-4=-54,4-6=-54,9-13=-20 Date Parke East Blvd,Tampa FL 33610 Concentrated Loads(lb) Vert:3=-222(F)4=-222(F)8=-321(F)7=-321(F)17=-115(F)18=-246(F)19=-67(F)20=-246(F) Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0X2015 BEFORE USE. Design valid for use only with Mlfek i connectors.➢'tis design Is based only upon parameters shown,and Is for an Individual building component,not •a truss system.Before use,the building designer must verity the applicability of design rxtrarneters awl rxopeily incorr orate this design into the overall building design. &zing indicated Is to prevent txickling of individual truss web and/or chord rnembers only. Additional lemp<xary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldarx;e tegarding the fatxicaton,storage,delivery,erection and txocing of tresses and truss systems,seeANSI/TPI I Quality Criteria,DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tarrpa.FL 33610 Job Truss Truss Type OV Ply Arieff Residence-Ashley Casey T13775283': J180174 A02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:10 2018 Page 1 I D:rU F Pb t tRlmwBZBTtp8QxOczRRA7-1 YC5i PahjOCuOx51 mw HwKboVrnJ BXb7J RpMsVQzRBgh 4-4-12 8-6-0 9-6-013-7-4 18-0-0 4-4-12 4-1-4 1-0-0 4-1-4 4-4-12 Scale=1:30.0 4x4 = 4x4- 4 5 4.0071-2- 1.5x4 .0071.5x4 3 6 3x4 19 20 I 2 I I 73x4 zz� '.. 1 8 , 10 9 3x4= 3x4 = 3x8 3x8 11 8-6-0 9-6-018-0-0 8-6-0 1-0-0 8-6-0 Plate Offsets(X Y)-- 11 0-3-8 Edge) (8:0-5-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL1.25 TC 0.25 Vert(LL) -0.08 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.17 9-17 >999 180 BCLL 0.0 Rep Stress Incr YES i WB 0.11 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH I Weight:84 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=666/0-5-8,8=666/0-5-8 Max Horz 1=30(LC11) Max Uplift 1=-130(LC 12),8=-130(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1248/410,3-4=-1032/320,4-5=-952/322,5-6=-1032/320,6-8=-1248/410 BOT CHORD 1-10=-357/1157,9-10=-224/952,8-9=-352/1157 WEBS 3-10=-278/144,6-9=-278/144 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-6-0,Exterior(2)8-6-0 to 9-6-0,Interior(1)13-9-13 to 18-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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 tail 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 100 Ib uplift at joint(s)except Qt=1b) 1=130,8=130. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 i. j&WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.This design is based only upx�n parameters shown,and Is for an individual building component,not a trrrss sysiern.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual moss web and/or chord rnernbers only. Additional temporary and permanent bracing MiTek" !� ! a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - faMk:otion,storage,delivery,erection and tracing of trusses and taus systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. � Tampa.FL 33610 Job Truss Truss TypeQty Ply Arieff Residence-Ashley Casey T13775284',, J180174 A03 Common 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:11 2018 Page 1 I D:rU F Pb t tRlmwBZBTtp8QxOczRRA7-V klTvkaKUi KI?5gVJdo9tpKgXBd FG29TfT6Q2tzR Bgg 4-7-12 9-0-0 13-4-4 18-0-0 4-7-12 4-4-4 4-4-4 4-7-12 Scale=1:29.5 4x4= 4 4.00 12 i 18 / 19 1.5x4 1.5x4 3 5 17 20 3x4 % 63x4 1 \ 7 16 8 3x8 I 3x8 3x8 I'' 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X Y)-- (1:0-3-8 Edge] (7 0-5-0 Edqe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.08 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.18 8-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 7 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:80 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=666/0-5-8,7=666/0-5-8 Max Horz 1=31(LC 11) Max Uplift 1=-130(LC 12),7=-130(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 246/375,3-4=-1010/288,4-5=-1010/288,5-7=-1246/375 BOT CHORD 1-8=-313/1155,7-8=-313/1155 WEBS 4-8=-44/413,5-8=-298/135,3-8=-298/135 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=130,7=130. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.IOIU312015 BEFORE USE. Design valld for use only with MiTekS connectors.This design is based only ufx>n porameters shown,and Is for an Indlvldual building component,not a tnus system.Before rue.the buildingdesigner must verity tha apT�licat�Airy of design porarneters and properly incorporute this design into the overall building design. Wacing indicated is to prevent buckling of individual thus web and/or chord rnernt>ers only. Additional temporary cord permanent txacirxd MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TPI]Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. i Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775285i J180174 A04 Roof Special 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:12 2018 Page 1 I D:rU F Pb 1 tRlmwBZ BTtpBQxOczRRA7-zwJ r74by F?Scd FFhtLJO POtnobzm?RJcu7rzaJzR Bgf 4-7-12 9-0-0 1 12-9-0 18-3-8 23-10-0 4-7-12 4-4-4 3-9-0 5-6-8 5-6-8 1 Scale=1:41.2 44= 4.00 12 4 4x4 4x10= 1.5x4 I 1.5x4 z�- 17 16 S 6 7 '7 3x4 16 19 2 - i o 11 10 9 8' 47 I 5x8= 3x4= 1.5x4 i 3x4= 9-0-0 12-9-0 18-3-8 23-9-10 23- 0-0 9-0-0 3-9-0 5-6-8 5-6-2 0- -6 Plate Offsets(X,Y)-- (1:0-3-8,Edge),[11:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 10 >999 240 ! MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.27 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:117 Ib FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-8 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 909,6 of web length. REACTIONS. (Ib/size) 1=876/0-5-8,8=876/0-7-0 Max Horz 1=85(LC 11) Max Uplift 1=-171(LC 12),8=-227(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1756/522,3-4=-1 570/453,4-5=-1 563/447,5-6=-2370/677 BOT CHORD 1-11=531/1625,10-11=-675/2382,9-10=-503/1762,8-9=-503/1762 WEBS 3-11=-256/112,4-11=-161!723,5-11=-1068/330,6-10=-186/656,6-8=-1853/506 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave--4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)12-9-0 to 23-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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 100 Ib uplift at joint(s)except(jt=lb) 1=171,8=227. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No12839 MiTek USA,Inc.FL Cert 6634 6904 Parise East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE MM-7473 rev.10/012015 BEFORE USE. Design valid for use only with Milek(5,connectors.This design Is traced only upon parameters shown,and is for an hifvidual building component,not a firm system.Before use,The building designer must verify the applicability of design parameters and properly incorporato this design into the overall � 4 building design. Bracing Indicated Is to prevent txlckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Ml lP.k* j is always required for statAlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the j fabricatbn,storage,delivery,erection and txacing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avairatAe from Truss Mate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 j Job Truss Truss Type Qty Ply I Arieff Residence-Ashley Casey T13775286 J180174 A05 Roof Special Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:13 2018 Page 1 I D:r U FPbl tRlmwBZBTtp8QxOczR RA7-R7tDKQcaOJ aTFPgtR2gdyEQs9_IAkoXm7nb W 61zRBge 4-7-12 9-0-0 10-9-0 + 18-3-8 25-10-0 4-7-12 4-4-4 1-9-0 7-6-8 7-6-8 Scale=1:44.4 4x4 = 4.00 12 4 5x5= 410 3x4 11 5 6 7 t 1.5x4 17 j I� ! 18 19 20 211 1 ^� 3 3x4 16 1 2 c� 11 10 9 8 4x7 l i 5x8 = 3x4 = 1.5x4 !I 3x5= 9-0-0 10-9-0 18-3-8 25-9-10 25-10-0 r 9-0-091 0 7-6-8 7-6-2 0-6-6 Plate Offsets(X Y)-- (1:0-3-8 Edge) [111:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.15 9-10 >999 240 i MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.32 9-10 >967 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.08 8 ria n/a BCDL 10.0 Code FBC2017lrP12014 Matrx-MSH Weight:131 Ib FT=20% 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 or 7-3-2 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-6-8 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 10d SLIDER Left 2x4 SP No.2 2-0-0 (0.131"x3")nails,bin o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=950/0-5-8,8=950/0-7-0 Max Horz 1=101(LC 11) Max Uplift 1=185(LC 12),8=-245(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1935/555,3-4=-1771/488,4-5=-1732/492,5-6=-2133/602 BOT CHORD 1-11=-605/1791,10-11.640/2132,9-10=-555/1897,8-9=-555/1897 WEBS 4-11=-232/913,5-11=-925/282,6-10=-88/296,6-9=0/329,6-8=-1975/550 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft L=26ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 10-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 100 Ib uplift at joint(s)except(jt=lb) 1=185,8=245. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: April 13,2018 ! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI17473 rev.iraixw01s BEFORE USE. li Design valid for use only with MiTekT+,connectors.This design is based only upon parameters shown,and is for an Individual building component,not a taus system.Before rise,the building designer must verity the applicability of design parameters and properly incorrxrate,this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guldance regarding the I, Fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANSI/TPI i Quality Criteria,DSB-89 and BC$f Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss TTruss Type QTY Ply Arieff Residence-Ashley Casey T13775287 J180174 A06 Half Hip 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:14 2018 Page 1 I D:rU F Pb 1 tRl mwBZBTtp8Qx0czR RA7-wJ RbYmdCnd i KSZ04?mMsU Ry6K0fuTJavMR K4eBzRBgd 4-8-8 9-1-8 14-9-9 20-3-15 26-0-0 4-8-8 Y 4-5-0 5-8-1 5-6-5 5-8-1 Scale=1:44.3 44- 3X8= 1.5x4 11 3x5= 4.00 12 4 18 19 5 6 20 21 7 1.5x4 I I 3 17 1I 1 �i 3x4 16 m 2 11 10 9 8 4x7 11 5x8_ 1.5x4 11 410— 1.5x4 i 9-1-8 14-9-9 20-3-15 t 26-0-0 9-1-8 5-8-1 5-6-5 5-8-1 Plate Offsets(X Y)-- 11-0-3-8 Edqe) [111:0-3-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loo) IJdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.12 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 j Vert(CT) -0.26 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:135 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=957/0-5-8,8=957/0-5-8 Max Horz 1=117(LC 11) Max Uplift 1=-185(LC 12),8—247(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 950/572,3-4=-1780/504,4-5=-1670/498,5-6=-1252/389,6-7=-1252/389, 7-8=-905/296 BOT CHORD 1-11=-672/1805,10-11=-569/1793,9-10=-569/1793 WEBS 4-11=-20/336,5-11.273/107,5-9=-639/206,6-9=-3161175,7-9=-420/1451 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-1-8,Exterior(2)9-1-8 to 13-4-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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 100 Ib uplift at joint(s)except Qt=1b) 1=185,8=247. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.10103MIS BEFORE USE. Design valid for use only with MiTeke,connectors.This design Is based only upon parameters shown,and Is for an individual hullding component not - a truss systern.Before use,the building designer must verify the applicatAlly of design purarneters and properly incorporate this design into the overall i txriiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property dornage. For general guidance regarding the 6904 Parke East Blvd. I fabrication,storage,delivery,erection and tracing of trusses and Truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria.VA 22314. — Tampa.FL 33610 i Job Truss �'Truss Type Oty Ply 1 Arieff Residence-Ashley Casey i T13775288. J180174 A07 Monopitch 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:15 2018 Page t I D:rU FPb 1 tRl mwBZBTtpBQxOczR RA7-OV?_16egYwq BUjzGYTt51 fV McoBxCtl 2a54d BezRBgc 4-4-4 444 Scale=1:14.0 3 1.5x4 4.0071-2 10 3x4 2 � 0 9 a 1 / lira' d r I I I 4 3x6 a 1.5x4 II 4-4-4 444 Plate Offsets(X,Y)-- (1:0-2-0,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1_25 BC 0.17 Vert(CT) -0.03 4-7 >999 180 l BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 ri/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=156/0-3-8,4=156/0-5-8 Max Horz 1=61(LC 11) Max Uplift 1=-29(LC 12),4=-32(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 I Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MN-7473 rev.10103!2015 BEFORE USE. Design valid for use only with MITek,.§)connectors.This design is based only urx>n parameters shown,and is for an IndlMdual Wilding component,not a tr( s system.Before use,the building designer must verify the applicabally of design parameters and properly incorE,oraie this design into the overall Wilding design. &acing indicated is to prevent truckling of individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and muss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. I Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Oly Ply Arieff Residence-Ashley Casey 713775289', J180174 A08 Monopitch 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:15 2018 Page 1 I D:rU FPb 1 tR 1mwBZBTtp8Qx0czRRA7-0V9_16egYwq BUjzGYTt51 fV KLo7xCtl 2a54d BezR Bgc 5-0-2 5-0-2 1.5x4 11 Scale=1:16.2 3 4.00 12 i j 9 I 3x4 2 I lid I 4 3x6 H 1.5x4 I 4-11-12 -2 4-11-12 0-5-9-6 Plate Offsets(X Y)-- [1:0-2-0,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 Ib FT=20°0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=180/0-3-8,4=180/0-4-4 Max Horz 1=69(LC 11) Max Uplift 1=-33(LC 12),4=-37(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MA-7473 rev.10/V3/2015 BEFORE USE. Design valld for use only with MlTek.5 connectors.This design Is baser!only upon p:narneters shown,and Is for an individual txrNding component not a truss system.Before use,the brNlding designer must verity the applicability of design pximmeters and properly incorporate this design into the overall buliding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and propor y damage. For general guidance regarding the fobrlcatlon,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty PtyArieff Residence-Ashley Casey T13775290I J180174 B01 Half Hip Girder 11 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:16 2018 Page 1 ID:rUFPbl tRlmwBZBTtp8OxOczRRA7-siZMzSeSJEy26sYS6AOKasl LsC16xCRCplpAj4zRBgb 4-11-4 9-7-0 15-0-4 20-3-12 j 25-9-0 4-11-4 4-7-12 5-5-4 5-3-8 5-5-4 Scale=1:43.8 5x5_ 3x8= 1.5x4 !.I 3x8= 4.00 12 4 19 20 21 5 6 22 23 7 18 -- 1.5x4-- 17 t7 3x4 16 c�y 2 1 I � 11 10 9 8 4x7 5x8— 1.5x4 it 5x8= 1.5x4 I 9-7-0 15-0-4 20-3-12 25-9-0 9-7-0 5-5-4 5-3-8 5-5-4 Plate Offsets(X Y)-- (1:0-3-8 Edge) [11:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.98 Vert(LL) -0.07 11-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.27 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.07 8 rba n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH — Weight:270 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=1879/0-5-8,8=2726/0-2-8 Max Horz 1=122(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-4231/563,3-4=-4276/485,4-5=-4048/481,5-6=-3246/363,6-7=-3246/363, 7-8=-2666/295 BOT CHORD 1-11=-671/3911,10-11=-537/4589,9-10=-537/4589 WEBS 3-11=-131/444,4-11=-15/482,5-11=-787/43,5-9=-1628/205,6-9=-1166/151, 7-9=-399/3857 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if 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;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-0,Exterior(2)9-7-0 to 13-9-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 9) Load case(s)1,2,3,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Walter P.Finn PE No.22839 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-18=-54,4-18=-208,4-7=-208,8-12=-20 April 13,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek(f)connectors.Refs design is based only upon parametersshown,and is for an individual txillding component,not o trim system.Before use,the building designer must verify the applicability of design parameters and Ixoperly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sc:eANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa.Fl 33610 Safety Informatlon available from Tr ss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey �I T137752901 J180174 B01 ii Halt Hip Girder it 2Job Reference optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:16 2018 Page 2 I D:rU FPb 1 tRl mwBZBTtp8QxOczR RA7-siZMzSeSJ Ey26sYS6AOKas t LsC 16xC RCplpAj4zR Bgb LOAD CASE(S) Standard 2) Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-44,4-18=-198,4-7=-198,8-12=-20 3) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-14,4-18=-168,4-7=-168,8-12=-40 8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=16,4-18=-138,4-19=-125,19-23=-139,7-23=-140,8-12=-6 Horz:1-4=-25,7-8=18 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=12,4-18=-142,4-20=-139,7-20=-125,8-12=-6 Horz:1-4=-20,7-8=-15 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-15,4-18=169,4-7=169,8-12=-20 Horz:1-4=1,7-8=7 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=4,4-18=-158,4-7=-169,8-12=-20 Horz:1-4=-10,7-8=-25 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=20,4-18=-134,4-7=-134,8-12=-6 Horz:1-4=-29,7-8=23 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=10,4-18=-144,4-7=-144,8-12=-6 Horz:1-4=-18,7-8=23 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-15,4-18=-169,4-7=-169,8-12=-20 Horz:1-4=1,7-8=12 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-15,4-18=-169,4-7=-169,8-12=-20 Horz:1-4=1,7-8=12 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-18=-14,4-18=-1 68,4-7=-1 68,8-12=-20 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-45,4-18=-199,4-7=-199,8-12=-20 Horz:1-4=1,7-8=5 18) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-37,4-18=-1 91,4-7=-1 99,8-12=-20 Horz:1-4=-7,7-8=-19 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1 st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-45,4-18=-199,4-7=-199,8-12=-20 Horz:1-4=1,7-8=9 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=-45,4-18=-199,4-7=-199,8-12=-20 Horz:1-4=1,7-8=9 21)1 st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-54,4-18=-208,4-7=-208,8-12=-20 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-14,4-18=-168,4-7=-208,8-12=-20 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=44,4-18=-198,4-7=-198,8-12=-20 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-18=-14,4-18=-168,4-7=-198,8-12=-20 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MIP7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MiTekO connectors.This design is based only upon parameters shown.and is for an individual(wilding component,not a truss system.Bekxe use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual Truss web andlor cYx>rd rnembers only. Additional temporary and permanent bracing I MiTek` iIs always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of busses and truss systemT s,seeANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component am Parke East 1, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 336100 Job Truss Truss Type Qty Ply IArieff Residence-Ashley Casey T13775291 J180174 B02 Piggyback Base 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:17 2018 Page 1 J I D:rU F Pb t tRlmwBZBTtpBQxOczRRA7-Ku7kAof44Y5vj07fguvZ64aYDckMgbyL2PZkF W zRBga 8-0-0 12-8-14 17-5-12 21-7-2 26-0-0 8-0-0 4-8-14 4-8-14 4-1-6 4-4-14 TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY 4x4— 3x4— 3x4= Scale=1:60.8 PURLINS AT 2-0-0 OC. MAX. 5 17 6 18 19 7 TYPICAL. 9.00;12 16 4x4 4 C? T / \ ; 4.00 F12 44 3 / i II 3x4 15 _ o 10 20 21 9 22 23 8 5x5 I 5x5— 3x8- 3x8 8-0-0 17-5-12 26-0-0 8 0-0 9-5-12 -8-6-4 Plate Offsets(X Y)-- f7 Edge 0-1-81 (10-0-2-8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. F in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.40 9-10 >781 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:174 Ib FT=2090 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-4-9 OTHERS 2x4 SP No.2 2x4 SP No.2-7-8,6-8 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,6in o.c.,Wth 3in minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=957/0-5-8,8=957/0-5-8 Max Horz 1=352(LC 11) Max Uplift 1=-175(LC 12),8=-263(LC 9) Max Grav 1=957(LC 1),8=1074(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1931/464,3-4=-2284/651,4-5=-834/314,5-6=-603/293 BOT CHORD 1-10=-607/1896,9-10=-457/1082,8-9=-231/403 WEBS 3-10=-975/355,4-10=-375/1411,4-9=-699/282,5-9=-66/296,6-9=-194/711, 6-8=-952/362 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft,Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Exterior(2)17-5-12 to 20-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=175,8=263. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.this design is based only upon parameters shown,and is for an Individual building comrxxreni,not a truss system.Before use.,the building designer must verity the applicability of design pcxarneters and property incog�rate this design into the overall building design. Bracing Indicated is to prevent buckling of individm rxtl truss web and/or chord members only. Additional leporary and permanent bracing MiTek'ek, is always required for slabHlity and to prevent collapse with possible personal Injury and property darnage. for general guidance regarding the fabfication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSUTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type QiK Ply ?Arieff Residence-Ashley Casey T13775292'. J180174 1B03 PIGGYBACK BASE 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:18 2018 Page 1 I D:rU FPb 1 tRl mw BZBTtp8QxOczRRA7-o4g6N8gjgrDm LAirEbQof H7jh?znP4XVG31 HnZZR BgZ 8-0-012-8-14 17-5-12 24-8-0 8-0-0 4-8-14 4-8-14 7-2-4 4x7= 3x4 Scale=1:62.0 = 5 16 17 6 T I 9.00 12 I � 15 4x4 4 III I I I 4.00 F122 44 5 I! 3 I ' 3x4 5 14 1 2 I � 0 9 18 19 8 20 7 5x5 I 6x6= 3x4= 3x6 8-0-0 17-5-12 24-8-0 8-0-0 9-5-12 7-2-4 Plate Offsets(X Y)-- [5:0-5-4,0-2-01,j6:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/dPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.29 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 j Vert(CT) -0.52 8-9 >562 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.04 7 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:156 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (Ib/size) 1=907/0-5-8,7=907/0-3-8 Max Horz 1=352(LC11) Max Uplift 1=-164(LC 12),7=-251(LC 9) Max Gray 1=907(LC 1),7=1017(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1810/432,3-4=-2143/615,4-5=-741/289 BOT CHORD 1-9=-563/1780,8-9=-422/983,7-8=-280/585 WEBS 3-9=-936/347,4-9=-365/1383,4-8=-670/275,5-8=-185/886,5-7=-966/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Extedor(2)17-5-12 to 20-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=164,7=251. Welter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.1010312015 BEFORE USE. Design valid for use only Mth MilekO connectors.This design Is based only upon parameters shown,and is rot an individual txrNcling component,rwf a it ss system.Before use,the buildirxg designer must verify the applicability of design fxxorneiers and fxoperly incorfxaate this design into the overall building design. Bracing indicated is to fxevenf buckling of Indlvidual BUSS web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properlydornage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and friss systems.s,-(-ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Job Truss Truss Type r O� Ply Arieff Residence-Ashley Casey T13775293i J180174 B04 PIGGYBACK BASE 3 1 Job Reference(optional) Manning Building Supplies,) Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:19 2018 Page 1 I D:rU F Pb t tR Imw BZBTtp8Qx0czRRA7-GH E UbUh Lb9LdzKH 1 nJx t BVfvg PJ 18Y5eVj2rKPzR BgY 8-0-0 12-8-14 17-5-12 24-5-0 8-0-0 4-8-14 4-8-14 6-11-4 4x7= 3x4 Scale=1:62.0 = 5 16 17 6 9.0071-2- 4x4 .0011-24x4 i 4 � I a 4.0012 4x4 i 3 3x4 14 I' ! 2 a� 1 ri I r i - _ 9 18 19 8 20 7 56 '' 6x6= 3x4= 3x6= 8-0-0 17-5-12 24-5-0 8-0-0 9-5-12 6-11-4 Plate Offsets(X Y)-- (5 0-5-4 0-2-01 (6-Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.29 8-9 >990 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.53 8-9 >548 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mat11x-MSH Weight:155 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 WEBS 1 Row at midpt 6-7,4-8,5-7 REACTIONS. (Ib/size) 1=898/0-5-8,7=898/Mechanical Max Horz 1=352(LC 11) Max Uplift 1=-162(LC 12),7=-248(LC 9) Max Grav 1=898(LC 1),7=1008(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1786/426,3-4=-2115/608,4-5=-722/284 BOT CHORD 1-9=-555/1757,8-9=-416/963,7-8=-274/566 WEBS 3-9=-927/345,4-9=-363/1377,4-8=-670/275,5-8=-187/880,5-7=-958/320 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Exterior(2)17-5-12 to 20-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=162,7=248. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd-Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERANCE PAGE M0.7473 rev.10/012015 BEFORE USE. Design valid for useonly with MlTeku connectors.this design Is based only urian parameters shown,and Is for an individual building camponent,not a trim system.Before trse,the building designer must verify the applicability of design parameters aryl properly incorporate this design into the overall txtading design. Bracing indicated Is to prevent txnckling of individual truss web aryl/or chord members only. Additional temporary and permanent bracing MiTek/ i is always required for stability and to prevent collapse with possible personal Injury and property darnage. For general guidance regarding the j fotx lcation,storage,delivery,erection and bracing of 1nlaSP-S and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss plate Insfitute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job ?Truss Truss Type QtY Ply Arieff Residence-Ashley Casey T13775294' J180174 I B05 ROOF SPECIAL 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:20 2018 Page 1 I D:rUFPb t tRlmw BZBTtpBQx0czRRA7-kTotophzMTTUaUsD LOTGki C7gpmMtORnkNn0srzRBgX i 8-0-0 13-6-4 1 19-4-0 8-0-0 5-6-4 5-9-12 3x4 11 Scale=1:67.1 5 9.00 F12 14 3x5 adli 4 4.00 r12 4x4 / 3 3x4 2 �I 13 �t 0 8 7 15 6 3x6 1.5x4 3x4= 3x6= 8-0-013-6-4 19-4-0 8-0-0 5-6-4 5-9-12 Plate Offsets(X Y)-- [1:0-2-12,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.15 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:119 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. 5-6:2x4 SP 2250F 1.9E WEBS 1 Row at midpt 5-6,4-6 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=710/0-5-8,6=710/0-3-8 Max Horz 1=396(LC 11) Max Uplift 1=-118(LC 12),6=-175(LC 9) Max Grav 1=710(LC 1),6=784(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1240/326,3-4=-717/224 BOT CHORD 1-8=-345/1136,7-8=-345/1129,6-7=-242/510 WEBS 3-8=-4/263,3-7=-807/264,4-7=-132/545,4-6=-719/272 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=118,6=175. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MR-7473 rev.10/0312015 BEFORE USE. Design valid for use only,,41h Mllek0 connectors.This design is based only upon parameters shown,and Is for an individual building component,riot a Truss system.Before use,the building designer must verity the applicot Aity of design parameters and properly Incorrxxate this design into the overall building design. Bracing Indk:ated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bra-ing MiTek is always reg+tlred for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information avdloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandrio,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey II T13775295, J180174 I B06 Half Hip Girder 11 I 2 Job Reference(optional) Manning Building Supplies,' Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:21 2018 Page 1 I D:rUFPbl tRlmwBZBTtp8QxOczRRA7-CfMF09ib7mbKCeRQvk_VGwlFwD4CcRsxzl XxOHzRBgW 4-11-4 9-7-0 14-3-12 19-4-0 4-11-4 4-7-12 4-8-12 5-0-4 Scale=1:33.1 3x4 = 5x5= 3x4 = 2x4 II 4 17 18 5 19 6 4.00 12 16 i1.5x4 15 3 q o 3x4 14 9 1 2 m q 6- 8 _ 7 3x6 II 3x8 3x8= 9-7-0 19-4-0 9-7-0 9-9-0 Plate Offsets(X Y)-- [1:0-2-12,0-0-51,f7:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.22 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.03 7 Na n/a BCDL 10_0 Code FBC2017/TP12014 --Matrix-MSH Weight:195 Ib FT=20°b LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1197/0-5-8,7=1882/0-3-8 Max Horz 1=123(LC11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2564/0,3-4=-2401/0,4-5=-2245/0,6-7=-405/0 BOT CHORD 1-8=0/2372,7-8=0/1886 WEBS 3-8=-134/327,5-8=0/492,5-7=-2283/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if 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;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-0,Extedor(2)9-7-0 to 13-9-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Walter P.Finn PE No.22839 Uniform Loads(pit) MiTek USA,Inc.FL Cart 6634 Vert: 1-16=54,4-16=-208,4-6=-208,7-10=20 6904 Parke East Blvd.Tampa FL 33610 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND WCL UDED MITEK REFERA NCE PAGE 11,111-7073 rev.10/0312015 BEFORE USE. I Design valid for use only with MITek�connectors.This design 8 based only uFx>n parameters shown,and is for an individual Y_wNding comFonenT,not a inns system.Before use,the building designer must verity the applicability of design parameters and properly incorporale this design into the overall building design. acing indicated Is to prevent buckling of individual truss web and/or chord mernbers only. Additional temporary and perrnanent bxacirg MiTek' Bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For generalguidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. I, Tanga.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ! Job Truss Truss Type Qtry Ply Arieff Residence-Ashley Casey i �- T13775295', J180174 1306 Half Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:21 2018 Page 2 ID:rUFPbl tRlmwBZBTtpBQxOczRRA7-CfMF09ib7mbKCeRQvk_VGwlFwD4CcRsxzl XxOHzRBgW LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-16=-44,4-16=-198,4-6=-198,7-10=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-16=-14,4-16=-168,4-6=-168,7-10=-40 4)Dead+0.6 C-C Wind(Pos.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-14=34,14-16=22,4-16=-132,4-18=-123,6-18=-129,7-9=-34,7-10=-6 Horz:1-14=-43,4-14=-30,6-7=34 5)Dead+0.6 C-C Wind(Pos.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=22,15-16=34,4-16=-120,4-19=-129,6-19=-123,7-9=19,7-10=-6 Horz:1-15=-30,4-15=-43,6-7=-19 6) Dead+0.6 C-C Wind(Neg.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-29,4-16=-183,4-6=-180,7-9=31,7-10=-20 Horz:1-4=15,6-7=-31 7)Dead+0.6 C-C Wind(Neg.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-29,4-16=-183,4-6=-180,7-9=-22,7-10=-20 Horz:1-4=15,6-7=22 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=17,4-16=-137,4-17=-125,6-17=-140,7-9=-18,7-10=-6 Horz:1-4=-25,6-7=18 9)Dead+0.6 MWFRS Wind(Pos.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=12,4-16=-142,4-6=-125,7-9=15,7-10=-6 Horz:1-4=-20,6-7=-15 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-15,4-16=-169,4-6=-169,7-9=-7,7-10=-20 Horz:1-4=1,6-7=7 11)Dead+0.6 MWFRS Wind(Neg.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-4,4-16=-158,4-6=-169,7-9=25,7-10=-20 Horz:1-4=-10,6-7=-25 12)Dead+0.6 MWFRS Wind(Pos.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=20,4-16=-134,4-6=-134,7-9=-23,7-10=-6 Horz:1-4=-29,6-7=23 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=10,4-16=-144,4-6=-144,7-9=-23,7-10=-6 Horz:1-4=-18,6-7=23 14) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-15,4-16=-169,4-6=-169,7-9=-12,7-10=-20 Horz:1-4=1,6-7=12 15)Dead+0.6 MWFRS Wind(Neg.Intemal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16.15,4-16=-169,4-6=-1 69,7-9.12,7-10=-20 Horz:1-4=1,6-7=12 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(pit) Vert:1-16=-14,4-16=-168,4-6=-168,7-10=-20 17) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-45,4-16=-199,4-6=-199,7-9=-5,7-10=-20 Horz:1-4=1,6-7=5 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right).Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-37,4-16=-191,4-6=-199,7-9=19,7-10=-20 Horz: 1-4=-7,6-7=-19 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1 st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-16=-45,4-16=-199,4-6=-199,7-9=-9,7-10=-20 Horz:1-4=1,6-7=9 20) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-16=-45,4-16=-199,4-6=-199,7-9=-9,7-10=-20 Horz:1-4=1,6-7=9 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-16=-54,4-16=-208,4-6=-208,7-10=-20 WARNING-Verify design parameters and READ NOTES ON THISAND INCLUDED MfTEK REFERANCE PAGE M8-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an indfMdual b ul ding component,not a truss system.Before use,the building designer must verify the cir*AicatAlly of design paiarneters and properly incorrxxate this design into the overall building design. Bracing indicated is to prevent hackling of individual truss web and/or chord rnembers only. Additional temporary and permanent bracing Mire{C' , is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,soeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type TQty Ply I Arieff Residence-Ashley Casey T13775295' J180174 I B06 Half Hip Girder 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:21 2018 Page 3 ID:rUFPbt tRlmwBZBTtpBQxOczRRA7-CfMF09ib7mbKCeRQvk_VGwI FwD4CcRsxzl XxOHzRBgW LOAD CASE(S) Standard 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-16=-14,4-16=-168,4-6=-208,7-10=-20 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-16=44,4-16=-1 98,4-6=-198,7-10=-20 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-16=-14,4-16=-168,4-6=-198,7-10=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.141403/2015 BEFORE USE. Design valid for use only with MITekC connectors.This design Is based only upon parameters shown,and is for an Individual building component not a KW system.Before use,the building deWner must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual taus web and/or chord members only. Additional temrxxary and permanent bracing Welk` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrk-ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety Information avallable frorn Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ON, Ply Arieff Residence-Ashley Casey T137752961 J180174 C01 COMMON i7 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:22 2018 Page 1 I D:rU F Pb t tRl mwBZBTtp8QxOczRRA7-hswdDVj Du4j BgnOcTRVkp7H U Vd R?L1 v4BhGVwkzR BgV 6-0-0 11-0-0 16-0-0 __ 22-0-0 6-0-0 5-0-0 5-0-0 6-0-0 Scale=1:37.0 4x4= 4 4.00 j 12 19 20 1.5x4 1.5x4 i 3 5 CR 4x4 78 21 4x4 2 6 7 o i6 li 9 8 3x10 8x8 3x4 = 3x10 11 6-0-0 16-0-0 22-0-0 6-0-0 10-0-0 6-0-0 Plate Offsets(X Y)-- [1:0-4-120-0-71,[7:0-8-4,0-0-71,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.53 Vert(LL) -0.12 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 i BC 0.53 Vert(CT) -0.28 8-9 >956 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 7 rVa n/a BCDL 10.0 Code FBC2017ITP12014 i Matrix-MSH Weight:121 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=814/0-5-8,7=814/0-5-8 Max Horz 1=38(LC 11) Max Uplift 1=-159(LC 12),7=-159(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1475/385,3-4=-1455/431,4-5=-1466/437,5-7=-1474/384 BOT CHORD 1-9=-311/1354,8-9=-229/1002,7-8=-310/1353 WEBS 4-8=-107/530,4-9=-101/520 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 01=1b) 1=159,7=159. Walter P.Finn PE No,22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Data: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mllek(b connectors.This design is based only upon parameters shown,and is for an individual building component not a intss system.Before use,the building designer must verify the apt-Iicab ility of design parameters and pror�rly incorporate this design into the overall i building design. Bracing indicated Is to prevent buckling of individrxtl truss web and/or chord members only. Additional ternpcxary and permanent brcx:irxg MiTek' is always iegrrked for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tnrss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Suitding Component 6904 Parke East Btvd. Safety Information ovailaHe from Truss Plate Institute,218 N.Lee Street,Sutte 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T137752971, J180174 CO2 Common 12 1 I Job Reference(optional) Manning Building Supplies,L Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:23 2018 Page 1 I D:rUFPb t tRlmw BZBTtpBQxOczRRA7-92U?RrkrfOr2RxaoO9OzMLgg5Opg4Tf EQ L02TAzRBg U 7-0-0 12-0-0 17-0-0 24-0-0 7-0-0 5-0-0 5-0-0 7-0-0 Scale=1:39.5 4x4= 4 4.00 12 19 20 1.5x4 II 1.5x4 I 3 5 a I o! ` 3x4 18 \� 21 3x4 6 2 7 1 i rico 9 8 5x5= 8x8- 3x4= 5x5= 7-0-0 17-0-0 24-0-0 7-0-0 10-0-0 7-0-0 Plate Offsets(X Y)-- (1:0-0-4 0-1-12) [7:0-0-4,0-1-121,[9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.26 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 r1/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:126 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=871/0-5-8,7=871/0-5-8 Max Horz 1=41(LC 11) Max Uplift 1=-170(LC 12),7=-170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1761/451,3-4=-1741/501,4-5=-1757/508,5-7=-1 761/450 BOT CHORD 1-9=-370/1625,8-9=-258/1157,7-8=-368/1625 WEBS 4-8=-146/673,5-8=-282/154,4-9=-138/659,3-9=-278/151 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Exterior(2) 12-0-0 to 15-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=170,7=170. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Ved1y design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Ull-7473 rev.1010312015 BEFORE USE. �� Design valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicat-Airy of design p:narneters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braying MiTek is always required for stability and to prevent collapse with possible personal injury and property dainage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa.Fl 33610 Safety Information available from Truss Plate Insfihute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss TTruss Type Qty Ply Arieff Residence-Ashley Casey T13775298 J180174 I CO3 GABLE 1 ( 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:24 2018 Page 1 I D:rU F Pb 1 tRlmwBZ BTtp8QxOczRRA7-d E2NeBkTQhzv359?asXCuYNm?Q8LpwgNf?Ic?czRBgT 4-0-07-0-0 12-0-0 17-0-0 20-0-0 24-0-0 4-0-0 3-0-0 5-0-0 5-0-0 3-0-0 4-0-0 5x5= Scale=1:46.1 6 9.00 r12 2x4 2x4 I I 4 1 5 30 i 4.00 12 29 1 I. x 1 1 8x10 � 8x10�� \ 3x4 3x4 3x4 27 3 8 28 3x4 2 9 10 to 14 13 12 11 56— 2x4 8x8 3x8= 2x4 11 5x5 4-0-0 7-0-0 17-0-0 20-0-0 24-0-0 4-0-0 3-0-0 10-0-0 3-0-0 Plate Offsets(X,Y)-- 11:0-0-4,0-1-12),(10:0-0-4,0-1-121,113:0-3-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.09 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 j Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH i Weight:180 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except` TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc puriins. 4-6,6-7:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 JOINTS 1 Brace at Jt(s):5 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=871/0-5-8,10=871/0-5-8 Max Horz 1=-1 06(LC 10) Max Uplift 1=-170(LC 12),10=-1 70(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1636/437,3-4=-1 736/424,4-5=-1534/411,5-7=1527/408,7-8=-1736/424, 8-10=-1637/437,4-6=-310/123,6-7=-310/123 BOT CHORD 1-14=-371/1519,13-14=-371/1519,12-13=-190/1083,11-12=-373/1520,10-11.373/1519 WEBS 5-12=-192/725,7-12=-303/159,5-13=-195!731,4-13=-305/160 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Extehor(2) 12-0-0 to 15-0-0,Interior(1)17-0-0 to 23-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=170,10=170. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M&7473 rev.1al=015 BEFORE USE. Design valid for use only with MITek0 connectors.This design is based only uprm parameters shown,and is loran indrAdual building component,not a tnrss system.Before use,the building designer must verify the applk:abNar ity of design pameters and properly hicorporate this design Into the overall k building design. Bracing indicated is to prevent buckling of Individual truss web aryl/or chord members only. Additional ternporary and permanent bracing MIle Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatxication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 16904 Parke East Blvd. 1 Safety Information available from Truss Plate Institute-218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tanga.FL 33610 Job 1 Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775299! J180174 C04 Roof Special 6 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:25 2018 Page 1 I D:rU F Pb 1 tRl mwBZBTtpBQxOczRRA7-5QcmrXl6B?5mhFkB8Z2 RRmv29gToYJGXtfV9X3zRBgS 4-0-0 7-0-0 12-0-0 17-0-0 20-0-0 24-0-0 4-0-0 3-0-0 5-0-0 5-0-0 3-0-0 4-0-0 5x5= Scale=1:49.7 5 Q 9.00 F11-2 / \ 23 24 I! 1.5x4 II 1.5x4 I 6 'y 4 4.00 12 4x4 7 4x4 3 25 3x4 3x4% 22 s \, s a, \ 17 N m ' 6 - -- --._._- ------. .- - :6 1 13 12 26 27 11 10 5x5— 2x4 I 8x8- 3x8-- 2x4 5x5= 4-0-0 7-0-0 17-0-0 20-0-0 24-0-0 4-0-0 3-0-0 10-0-0 3-0-0 Plate Offsets(X Y)-- 11:0-0-4,0-1-121,[9:0-0-4,0-1-121,[12:0-3-40-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.24 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MSH Weight:155 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=871/0-5-8,9=871/0-5-8 Max Horz 1=-135(LC 10) Max Uplift 1=-170(LC 12),9=-170(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1624/433,3-4=-1456/362,4-5=-1555/502,5-6=-1536/495,6-7=-1446/360, 7-9=-1624/433 BOT CHORD 1-13=-367/1536,12-13=-369/1557,11-12=-621705,10-11=-371/1524,9-10=-369/1509 WEBS 5-11=-272/978,6-11=300/199,7-11=-444/184,5-12=-279/993,4-12=-305/203, 3-12=-438/184 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-0-0,Extedor(2) 12-0-0 to 15-0-0,Interior(1)20-0-0 to 23-9-4 zone;cantilever left and right exposed;end vertical left and Fight exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=170,9=170. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE W4473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekV connectors.This design Is based only upon parameters shown.and is for rm individual building component not a huz system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or chord rnernbers only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regadirxl the fotxication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. j Tampa.FL 33610 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Job Truss Truss Type QQty Ply Arieff Residence-Ashley Casey 713775300, J180174 C05 GABLE 1 1 I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:27 2018 Page 1 I D:rU FPb t tRl mwBZBTtpBQxOczR RA7-1 pj W GD nMjc LUwZuaF_5v W B?Jje9KOF9pLy_GcxzRBgQ 5-6-0 9-10-9 14-1-7 1 18-6-0 24-0-0 5-6-0 4-4-9 4-2-13 4-4-9 5-6-0 5x5= Scale=1:54.5 6 48 2x4 ! 47 2x4 I' 9,001112 46 49 I 2x4 I 2x4 it NAILED i Special NAILED AILEI�INAILED I 50 Special 5x8= 45 1 1. 4 II 4.00 12 1.$.14 1 AILED _ 5x10 O 7 5x5 1. 4II 1. 4 1 1. 4 1 1. 4 1i 5x5 3 7( AILED 9 3x4 3x4 10 11 17 � m 16 37 38 39 15 40 41 X14 42 43 13 44 6x8 4x4 ii 8x8—NAILED 3x8_ NAILED 2x4 11 NAILED 3x4-- 4x4�� 6x8 I I - — Special NAILED NAILED NAILED Special Special Special 5-6-0 9-10-9 14-1-7 18-6-0 24-0-0 5-6-0 4-4-9 4-2-13 4-4-9 5-6-0 Plate Offsets(X Y)-- [1:0-4-13,0-1-41,[4:0-6-12,0-3-41 [5:0-1-8,0-0-121,[11:0-4-13,0-1-4),[16:0-4-0,0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.36 14-15 >776 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight:204 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins. 6-17,6-12:2x6 SP No.2 Except: BOT CHORD 2x6 SP DSS T-Brace: 2x4 SP No.2-4-5,5-7,7-8 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing, OTHERS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):5,7 SLIDER Left 2x4 SP No.2 1-11-6,Right 2x4 SP No.2 1-11-6 REACTIONS. (Ib/size) 1=1807/0-5-8,11=1804/0-5-8 Max Horz 1=124(LC 7) Max Uplift 1=-390(LC 8),11=-389(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2977/667,4-5=-3887!748,5-7=-3884/747,7-8=-33501792,9-11=-2985/668, 3-17=-1268/278,3-4=-4013/901,4-6=-680/215,6-8=-678/213,8-9=-3960/888, 9-12=-1235/264 BOT CHORD 17-27=-603/2805,16-17=-827/3761,15-16=-830/3794,14-15=-790/4359, 13-14=-790/4359,12-13=-816/3720,12-29=-604/2812 WEBS 4-16=-771776,4-15=01737,7-14=0/300,7-13=-818/0,8-13=-45/1079 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber 60L=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=390,11=389. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25)toe-nails per NQS guidlines. Walter P.Finn PE No.22639 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)266 Ib down and 198 Ib up at MiTek USA,Inc.FL Cert 6634 5-6-8,and 266 Ib down and 198 Ib up at 18-5-8 on top chord,and 198 Ib down and 56 Ib up at 5-3-14,202 Ib down and 58 Ib up at 6904 Parke East Blvd.Tampa FL 33610 5-8-2,and 202 Ib down and 58 Ib up at 18-3-14,and 198 Ib down and 56 Ib up at 18-8-2 on bottom chord. The design/selection of Date: such connection device(s)is the responsibility of others. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. April 13,2018 SES section loads armlied to the face of the truss are noted as front F or back B. &WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valld for use only with MITek0.connectors.This design Is based only upon parameters shown,and is for an Individual[wilding component,not a hues system.Before rue,The building designer must verify the applicability of design parameters and property incorporate this design info the overall budding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gukiance regarding the fabrication,storage,delivery,erection and bic"ng of trusses and inns systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd- Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Type . i Qty Ply I Arieff Residence-Ashley Casey T13775300I J180174 iCO5 GABLE 1 1 __ ____L___ Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:27 2018 Page 2 I D:rUFPbl tRImwBZBTtp8QxOczRRA7-1 pj W GDnMjcLUwZuaF_5vW B?Jje9KOF9pLy_GcxZRBgQ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,9-11=-54,25-29=-20,3-4=-54,4-6=-54,6-8=-54,8-9=-54 Concentrated Loads(lb) Vert:4=-1 53(B)8=-153(B)16=-202(B)13=-202(B)37=-198(B)38=-48(B)39=-48(B)40=-48(B)41=-48(B)42=-48(B)43=-48(B)44=-198(8)45=-79(B)46=-79(B) 47=-79(B)48=-79(B)49=-79(B)50=-79(B) ©WARNING-Vedry design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI7073 rev.70103/2015 BEFORE USE. Design valid for use only with MffekaD connectors.This design is based only urx>n parameters shown,and is for an individual wilding component,not a truss system.Before use,the building designer must verity the apfAicatAity of design fxirarneleis and rxoperly incorrxrate ihk design into the overall building design. Bracing indicated is to prevent trickling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collaf>se with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and inks systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r ON Ply Arieff Residence-Ashley Casey T137753011 J180174 DO1 Half Hip Girder i 1 _ Job Reference(optional) Manning Building Supplies,) Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:28 2018 Page 1 I D:rUFPbl tRlmwBZBTtp8Qx0czRRA7-V?HuUYo_UwTLYiTmpic83OXTA1 VKIb0zacjpBNzRBgP 6-10-12 13-2-6 19-6-0 6-10-12 6-3-10 6-3-10 Scale=1:32.7 Special NAILED NAILED 400= NAILED NAILED 1.5x4 NAILED NAILED 4x7= 4.00 F12 3 13 14 15 4 16 17 5 Illi .y 3x4 2 18 8 19 20 7 21 22 6x8= 2x4 I NAILED NAILED 5x12 — NAILED NAILED 6 3x6 Special NAILED Special 6-10-12 13-2-6 19-5-10 19-,¢-0 6-10-12 6-3-10 6-3-4 0-6-6 Plate Offsets(X Y)-- (1 Edge 0-2-121 f3:0-6-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. j' DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.13 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.24 7-8 >952 180 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:107 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. SLIDER Left 2x4 SP No.2 1-11-6 REACTIONS. (Ib/size) 1=1502/0-3-8,6=1713/0-7-0 Max Horz 1=90(LC 20) Max Uplift 1=320(LC 8),6_406(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3318/725,3-4=-2902/626,4-5=-2902/626,5-6=-1589/423 BOT CHORD 1-8=-714/3093,7-8=-714/3126 WEBS 3-8=-11/704,4-7=-778/349,5-7=-679/3080 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(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 ponding. 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.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=320,6=406. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 Ib down and 246 to up at 6-10-12 on top chord,and 256 Ib down and 71 Ib up at 6-8-10,and 321 Ib down and 71 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,6-9=-20 Concentrated Loads(lb) Walter P.Finn PE No.22839 Vert:3=-204(B)8=-321(8)4=-112(8)7=-64(B)5=-133(8)13=-112(B)14=-112(B)16=-112(B)17=-112(B)18=-256(B) MiTek USA,Inc.FL Cert 6634 19=-64(8)20=64(B)21=-64(B)22=-64(B) 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valld for use only with MITekG connectors.This design Is based only upon parameters shown,and is for an IndlAdual building component,not a truss system.Before use,the building designer must verify the cWicol:A ity of design rxirarneiers and properly incorporate this design into the overall building design. Bracing Indicated Is to fore vent txrckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for statllty and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the totxicotlon,storage,delivery,erection and txacing of trusses and truss systems,se.eANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available troth Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type i Qty Ply Arieff Residence-Ashley Casey I T T13775302� J180174 D02 Half Hip 1 1 Job Reference(optional) --Manning------Building Suplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:29 2018 Page t I D:rU FPb 1 tRl mwBZBTtp8QxOczRRA7-zCrGhuocFEbC9s2yNP7Nbc4jbRoNU4c6oGTMggzRBgO 4-7-2 8-10-12 4-7-2 13-11-8 19-0-4 4-3-10 5-0-12 5-0-12 Scale:3/8"=1' 44— 3x8- 1.5x4 4 15 16 5 17 6 1 4.00 12 - - — 1.5x4 J J a, 3 `9 3x4 14 rq 2 -- 9 8-- -- 3x6 11 3x8 1.5x4 73x4= 8-10-12 13-11-8 19-0-4 8-10-12 5-0-12 5-0-12 Plate Offsets(X Y)-- i1:0-3-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/tl i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.11 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 VeR(CT) -0.22 9-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.03 7 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:98 ib FT=20°6 LUMBER- - BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=698/0-3-8,7=698/0-5-8 Max Horz 1=115(LC 11) Max Uplift 1=-135(LC 12),7=-194(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1298/396,3-4=-1071/316,4-5=-992/31 7 BOT CHORD 1-9=-510/1201,8-9=-290!7881 7-8=-290/788 WEBS 5-7=-939/307 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-12,Exterior(2)B-10-12 to 13-1-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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.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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=135,7=194. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARN/NG-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERANCE PAGE MH-7473 rev.1O103V2015 BEFORE USE. Design valid for use only with MiTeWD connectors.This design Is based only upon parameters shown,and Is for an individual building cornponent,not a truss system.Before rrse,the bUildirxd designer must verity the Opplicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of indlvidual truss web and/or cM>rd members only. Additional temporaryand F�-rrnanent brcxaW MiTek` I is always required for stability and to prevent collapse with possible personal injufy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. j Safety Information available from Truss Plate Institule,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job TTruss Truss Type !Qty Ply l Arieif Residence-Ashley Casey T13775303, J180174 !D03 Half Hip Girder 1 _ 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:30 2018 Page 1 I D:rUFPbl tR!mwBZBTtp8QxOczRRA7-SOPfvEpEOXj3nOd8x7ec8pdo2r9iDVGG1 wCwDGzRBgN 4-10-10 9-5-12 13-11-12 18-9-4 4-10-10 4-7-2 4-6-0 4-9-8 Scale:3/8"=1' 4x4= 3x4= 2x4 4 16 5 17 6 7'i, 4.00 F12 15 1.5x4� I 14 3 i 3x4 13 2 I N di 0 8 3x8 I i 3x8— 3x4= 9-5-12 18-9-4 9-5-12 9-3-8 Plate Offsets(X,Y)-- (1:0-3-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.08 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.20 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:187 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1156/0-3-8,7=1859/0-2-8 Max Horz 1=122(LC11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2415/388,3-4=-2271/291,4-5=-2123/293,6-7=-412/60 BOT CHORD 1-8=-499/2230,7-8=-277/1795 WEBS 3-8=-173/285,5-8=-83/463,5-7=-2209/305 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if 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;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-12,Extedor(2)9-5-12 to 13-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8) Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 9)Load case(s)1,2,3,8,9,10,11,12, 13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA Inc.FL Cert 6634 Vert: 1-15=-54,4-15=-208,4-6=208,7-9=-20 6904 Parke East Blvd.Tampa FL 33610 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: April 13,2018 &WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE UH-7473 rev.IM3/2016 BEFORE USE. I� Design Valid for use only with MITekb connectors.This design is based only urv_xr parameters shown,and is tot an individual building component,not a lnus system.Before rue,the building designer must verify the applicability of design rxuarnelets and properly incogwrate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional femrwrary and permanent Nocjng MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the faNicatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type1 Qty Ply Arieff Residence-Ashley Casey T13775303' J180174 D03 Half Hip Girder it n L_ I Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:30 2018 Page 2 I D:rU FPb 1 tRl mwBZBTtpBQxOczR RA7-SO PfvEpEOXj3nOd8x7ecBpdo2r9i DVGG 1 wCwDGzRBg N LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-44,4-15=-198,4-6=-198,7-9=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-15=-14,4-15=-168,4-6=-168,7-9=-40 8) Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=17,4-15=-137,4-16=-125,6-16=-140,7-9=-6 Horz:1-4=-25,6-7=18 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=12,4-15=-142,4-6=-125,7-9=-6 Horz:1-4=-20,6-7=-15 10) Dead+0.6 MWFRS Wind(Neg.internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-15,4-15=-169,4-6=-169,7-9=-20 Horz:1-4=1,6-7=7 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-4,4-15=-158,4-6=-169,7-9=-20 Horz:1-4=-10,6-7=-25 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=20,4-15=-134,4-6=-134,7-9=-6 Horz:1-4=-29,6-7=23 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=10,4-15=-144,4-6=-144,7-9=-6 Horz:1-4=-18,6-7=23 14) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-15,4-15=-169,4-6=-169,7-9=-20 Horz:1-4=1,6-7=12 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-15,4-15=-169,4-6=-169,7-9=-20 Horz:1-4=1,6-7=12 16) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-15=-14,4-15=-168,4-6=-168,7-9=-20 17) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=-45,4-15=-199,4-6=-199,7-9=-20 Horz:1-4=1,6-7=5 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-37,4-15=-191,4-6=-199,7-9=-20 Horz:1-4=-7,6-7=-19 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-45,4-15=-199,4-6=-199,7-9=-20 Horz:1-4=1,6-7=9 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-45,4-15=-1 99,4-6=-199,7-9=-20 Horz:1-4=1,6-7=9 21) 1st Dead+Roof Live(unbalanced):Lumber increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-15=-54,4-15=-208,4-6=-208,7-9=-20 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-15=-14,4-15=-168,4-6=-208,7-9=-20 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-15=-44,4-15=-198,4-6=-198,7-9=-20 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-15=-14,4-15=-168,4-6=-198,7-9=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERA NCE PAGE W7473 rev.10103120 IS BEFORE USE. Design valid for use only with MilekC,connectors.This design is Used only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incogwrate this design into the overall building design. Bracing indicated Is to prevent txucklbng of individual truss web and/or chord mernbers only. Addifional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property dornage. For general guidance regarding the fabrication,storage,delivery,erect on and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ;TrussTruss Type Qiy Ply sidence- Arieff ReAshley Casey T13775304j J180174 i D04 Piggyback Base 1 1 Job Reference o tional) Manning Building Supplies, Jacksonville,F1 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:31 2018 Page 1 I D:rUF Pb t tRlmwBZBTtp8QxOczR RA7-wazl 6agsmrrwPAC LUg9rg 19xoF V LywN PGayTIizR BgM 7-10-12 12-7-10 17-4-8 19-0-4 7-10-12 4-8-14 4-8-14 1-7-12 Scale=1:65.8 6x6=5x10 MT20HS 5 6 9.00 T2- 15 4x4 i 4 i a4.00 12 4x4 3 3x4 I 2 14 1 I � �' N ar / I 9 16 17 8 7 3x8 1 3x5= 5x10 MT20HS 3x4- 7-10-12 17-4-8 19-0-4 7-10-12 9-5-12 :1-7-121 Plate Offsets(X Y)-- fl:0-3-8 Edge) (5 0-4-0 0-2-0) (6 0-3-8 Edge) (7 0-3-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.50 8-9 >455 240 MT20 244/190 TCDL 7-0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.95 8-9 >239 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.02 1 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:121 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-4-8 SLIDER Left 2x4 SP No.2 2-0-0 2x4 SP No.2-6-7 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113'x2.5")nails,6in o.c.,with 3in minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,6in o.c.,Wth 3in minimum end distance. REACTIONS. (lb/size) 1=698/0-3-8,7=698/0-5-8 Brace must cover 90%of web length. Max Horz 1=352(LC 11) Max Uplift 1=-120(LC 12),7=-177(LC 9) Max Grav 1=698(LC 1),7=769(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1297/313,3-4=-1528/489,4-5=-288/175,6-7=-362/173 BOT CHORD 1-9=-373/1218,8-9=-266/518 WEBS 3-9=-745/307,4-9=-348/1270,4-8=-700/281,5-8=-187/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extenor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-4-8,Exterior(2)17-4-8 to 18-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=120,7=177. 8)Waning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Welke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buildirxg designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or c"d members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regrading the fabricotk:m,storage,delivery,erection and boclng of trusses and truss systems,se(-ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informa8on available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tama.FL 33610 --------- ------- Job Truss Truss Type Ori Ply Arieff Residence-Ashley Casey J180174 D05 Piggyback Base 12 1 713775305 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:32 2018 Pagel I D:rUFPb1 tRlmwBZBTtp8OxOczRRA7-OnXPKwrVX9zn1 KnX2Xg4DEi9ffnl hO4ZUEh1 H9zRBgL 8-0-0 12-8-14 17-5-12 20-3-8 8-0-0 4-8-14 4-8-14 2-9-12 4x10 = Scale=1:62.7 3x4= 5 6 I 9.0012 1s 4x4 d a I 4.00 112 4x4 5 3 3x414 2� III - o n 9 16 8 7 3x6 II 6x6= 3x4= 3x8= 8-0-0 17-5-12 20-3-8 8-0-0 9-5-12 212 Plate Offsets(X,Y)-- (1:0-2-1210-0-5) [5:0-8-0,0-2-0],(6:Edge 0-1-8) [9:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 i CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.29 8-9 >844 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.49 8-9 >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 7 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 L Matrix-MSH — Weight:140 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-8 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-4-8 SLIDER Left 2x4 SP No.2 2-0-0 2x4 SP No.2-6-7,5-7 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5')nails,bin o.c.,with 3in minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"x3")nails,bin o.c.,with 3in minimum end distance. REACTIONS. (Ib/size) 1=745/0-5-8,7=745/0-3-8 Brace must cover 90%of web length. Max Horz 1=352(LC 11) Max Uplift 1=-1 30(LC 12),7=-193(LC 9) Max Grav 1=745(LC 1),7=801(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1365/333,3-4=-1606/499,4-5=-403/207 BOT CHORD 1-9=-408/1306,8-9=-306/613,7-8=-173/299 WEBS 3-9=-786/311,4-9=-328/1202,4-8=-620/269,5-8=-227/760,5-7=-859/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4-2psf;BCDL=3.Opsf;h=25ft;B=45ft L=24f1;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Exterior(2)17-5-12 to 20-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb) 1=130,7=193, 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6994 Parke East Blvd.Tampa FL 33619 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. III Design valld for use only with MITek,5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated is to prevent buckling of Individual truss web and/or choid members only. Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Plyi Arieff Residence-Ashley Casey T13775306 J180174 D06 PIGGYBACK BASE 8 1 __ Job Reference(optional)_ Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:33 2018 Page 1 I D:rU F Pb t tRl mwBZBTtpBQxOczRRA7-sz4nXGr71 S6eeULjc FBJmSFL125MQrmij uRapbzR Bg K 3-5-8 8-0-0 12-8-14 17-5-12 18-0.020-3-8 3-5-8 4-6-8 4-8-14 4-8-14 0-A0 3x4 3x4= 3x4= 3x4= Scale=1:65.1 5 6 7 9.00,12 23 5x5 4 4 4.0012 5x5 , 3 � � 22 <r 2 �.� VIII i II —._ - 2 10 'r la o 0 24 25 3x8— 4x4— 13 5x5- 9 8 3x8 !i 2xS 3x4 3x8= Sx8 M18SHS I 3-5-8 8-0-0 18-0-020-3-8 3-5-8 4-6-8 10-0-0 2-3-5 Plate Offsets(X,Y)-- 11:0-3-0 0-0-51,12:0-0-15,0-1-91,15:0-2-0,0-2-01,17:Edge,0-1-81,112:0-3-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62i Vert(LL) -0.35 11-12 >699 240 MT20 244/190 TCDL 7.0 lumber DOL 1.25 BC 0.99 Vert(CT) -0.60 11-12 >401 180 M18SHS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.26 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight:141 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, 1-3:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-13,2-10:2x4 SP 2250F 1.9E 2-2-0 oc bracing:11-12. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.2 2-9-2 REACTIONS. (Ib/size) 1=745/0-5-8,8=745/0-3-8 Max Horz 1=352(LC 11) Max Uplift 1=-130(LC 12),8=-193(LC 9) Max Grav 1=745(LC 1),8=783(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-1520/400,2-3=-2022/437,3-4=-2564/654,4-5=-349/183,5-6=-262/185 BOT CHORD 1-13=-257/597,2-12=-1408/358,11-12=-615/1998,10-11=-368/723,6-10=-198/684 WEBS 3-11=-1198/372,4-11=-468/2104,4-10=-713/273,6-8=-800/412 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat. Il;Exp B;Encl-,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Exterior(2)17-5-12 to 20-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=130,8=193. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1F7473 rev.141032015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based oNy upon parameters shown,and Is for cin individual building comrx nent,not a truss systern.Before use,the building designer must verify the appticabtlity of design ry_narneters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord rnernbers only. Additional temfxxary and permanent bracing MiTek � is always required for statAilly and to prevent collapse with 1Y)ssible personai injury and property damage. For general guldarico regarding the fabrication,storage,delivery,erection and tracing of inoses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Sulte 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss -Truss Type Qty Ply i Arieff Residence-Ashley Casey T13775308 J180174 DOS Piggyback Base 5 1 _ _� 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MITek Industries,Inc. Fri Apr 13 08:02:35 2018 Page 1 I D:rU FPb 1 tRl mwBZBTtp8Qx0czRRA7-oMCYyytNg4M LunV6jgE nrtKdSstxukU?BCwhuTzRBgI 8-0-012-8-14 17-5-12 21-4-14 25-7-8 8-0-0 4-8-14 4-8-14 3-11-2 4-2-10 4x4= 3x4 3x4= Scale=1:60.8 — 5 17 6 18 197 9.00 12 16 i 4x4 i 4 / d 4.00 12 4x4 3 3x4 15 / to 10 20 21 9 22 23 8 5x5 I 6x6 3x8— 3x8= 8-0-017-5-12 25-7-8 Plate Offsets(X,Y)-- (7:Edpe 0-1-Sj 8-0-0 9-5-12 8-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.40 9-10 >767 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:172 lb FT=20 LUMBER- - — BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 1x4 SPF Stud-4-9 OTHERS 2x4 SP No.2 2x4 SP No.2-7-8,6-8 SLIDER Left 2x4 SP No.2 2-0-0 Fasten(1 X) T and I braces to narrow edge of web with 8d (0.113"x2.5")nails,bin o.c.,with Sin minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90°6 of web length. REACTIONS. (Ib/size) 1=943/0-5-8,8=943/0-3-8 Max Horz 1=352(LC 11) Max Uplift 1=-172(LC 12),8=-260(LC 9) Max Grav 1=943(LC 1),8=1058(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1890/455,3-4=-2235/640,4-5=-804/307,5-6=-575/287 BOT CHORD 1-10=-595/1856,9-10=-448/1050,8-9=-225/385 WEBS 3-10=-962/352,4-10=-372/1398,4-9=-694/281,5-9=-63/281,6-9=-196!712, 6-8=-941/359 NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=26ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-5-12,Exterior(2)17-5-12 to 20-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=172,8=260. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M➢-7473 rev.10AW015 BEFORE USE. Design valid for use only with MlTekb connectors.This design Is twsed only upon rxirameters shotim,and Is for an individual nuoding component,not a truss system.Before use,the building designer must verify the appllcattility of design rxtrameters and properly incorporate this design into the overall building design. Bi-acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bra-Ing I MiTek is always required for stability and to prevent collapse with possible personal Injury(rid pfoperty damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of imsses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component IJ 6904 Parke East Blvd. Safety Information ovdlobe from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314_ Tampa,FL 33610 Job Truss TrussType Oty Ply Arieff Residence-Ashley Casey T13775309; J180174 liD09 Half Hip Girder it _ _ 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:36 2018 Page 1 I D:rU F Pb t tRlmwBZ BTtp8QxOczRRA7-GYmw91 u?bNUCVx4l H NION4spFG8bdGe8Psf EQwzRBgH 4-10-10 9-5-12 14-10-5 20-1-3 25-5-12 4-10-10 4-7-2 5-4-9 5-2-13 5-4-9 Scale=1:44.5 3x4= 5x5= 3x8- 1.5x4 5x10— 4.00 F12 4 21 22 5 6 7 T 20 1.5x4 w 3 19 q 3x4 18 Io 17 2 of I N i Q - 1 11 10 9 8 4x7 i 5x8- 1.5x4 1 I 4x10= 2x4 11 9-5-12 14-10-5 20-1-3 25-5-12 9-5-12 5-4-9 5-2-13 Plate Offsets(X,Y)-- 11:0-3-4,0-0-3),17:0-3-8,0-3-0) 111:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.07 11-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.08 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:271 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E`Except' TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, 4-7:2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=1852/0-3-8,17=2625/0-3-0 Max Horz 1=91(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-4064/0,3-4=-4172/0,4-5=-3955/0,5-6=-3270/0,6-7=-3270/0 BOT CHORD 1-11=0/3742,10-11=0/4483,9-10=0/4483,8-9=0/304 WEBS 3-11=0/511,4-11=0/456,5-11=-772/0,5-9=-1495/0,6-9=-1132/0,7-9=0/3619, 7-17=-2679/0 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if 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;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-5-12,Exterior(2)9-5-12 to 13-8-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent 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. 8) Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 has/have been modified.Building Walter P.Finn PE No.22839 designer must review loads to verify that they are correct for the intended use of this truss. MiTek USA.Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11=7473 rev.10/03/2815 BEFORE USE. Design valid for use only with MITekS)connectors.This design h based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicatAity of design parameters and properly incorporate this design into the overall brAlding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for slatNlity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabric(tion,storage,delivery,erection and tracing of trusses and truss systems.se-eANSlJTpl l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avoilable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type QtY Ply Arieff Residence-Ashley Casey J180174 D09T13775309: Half Hip Girder 1 2 Job Reference(optional) j Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:36 2018 Page 2 I D:rU F Pb t tR ImwBZBTtp8QxOczRRA7-GYmw91 u?b N UCVx41 H NION4sp FG8bdGe8Psf EQwzRBg H LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-54,4-20=-208,4-7=-208,8-13=-20 2) Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-44,4-20=-198,4-7=-198,8-13=-20 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-14,4-20=-168,4-7=-168,8-13=-40 4) Dead+0.6 C-C Wind(Pos.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-18=34,18-20=22,4-20=-132,4-22=-123,7-22=-129,8-13=-6 Horz:1-18=-43,4-18=-30,8-12=32 5)Dead+0.6 C-C Wind(Pos.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-19=22,19-20=34,4-20=-120,4-7=-129,8-13=-6 Horz:1-19=-30,4-19=-43,8-12=-18 6)Dead+0.6 C-C Wind(Neg.Intemal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-29,4-20=-183,4-7=-180,8-13=-20 Horz:1-4=15,8-12=-29 7) Dead+0.6 C-C Wind(Neg.Intemal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-29,4-20=-183,4-7=-180,8-13=-20 Horz:1-4=15,8-12=21 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=16,4-20=-138,4-21=-125,7-21=-139,8-13=-6 Horz:1-4=-25,8-12=18 9)Dead+0.6 MWFRS Wind(Pos.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=12,4-20=-142,4-21=-139,7-21=-125,8-13=-6 Horz:1-4=-20,8-12=-15 10)Dead+0.6 MWFRS Wind(Neg.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-15,4-20=-169,4-7=-169,8-13=-20 Horz:1-4=1,8-12=7 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-4,4-20=-158,4-7=-169,8-13=-20 Horz:1-4=-10,8-12=-25 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=20,4-20=-134,4-7=-134,8-13=-6 Horz:1-4=-29,8-12=23 13) Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=10,4-20=-144,4-7=-144,8-13=-6 Horz:1-4=-18,8-12=23 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-15,4-20=-169,4-7=-169,8-13=-20 Horz:1-4=1,8-12=12 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-20=-15,4-20=-169,4-7=-169,8-13=-20 Horz:1-4=1,8-12=12 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-20=-14,4-20=-168,4-7=-168,8-13=-20 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-45,4-20=-1 99,4-7=-1 99,8-13=-20 Horz:1-4=1,8-12=5 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-37,4-20=-191,4-7=-199,8-13=-20 Horz:1-4=-7,8-12=-19 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-20=-45,4-20=-199,4-7=-199,8-13=-20 Horz:1-4=1,8-12=9 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 nn nnnp.'l A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1=7473 rev.70/03/2015 BEFORE USE. Design valid for use only with MiTekV,connectors.This design is based only upon parameters shown,and is for an individual building component,not a inks system.Before use,the building designer MAST verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent Welding of individual truss web and/or chord mernbers only. Additional Temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,sooANSI/TPI I Quality Criteria,DSB-89 and BCS!Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Tr yTssu peQry Ply Ari Of Residence-Ashley Casey J180174 D09 Half Hip Girderj 1 i T13775309I 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:36 2018 Page 3 1 D:rU F Pb 1 tRlmwBZBTtpBQxOczRRA7-GYmw91 u?b N UCVx41 H NION4spFG8bdGe8Psf EQwzRBg H LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-20=-45,4-20=-199,4-7=-199,8-13=-20 Horz:1-4=1,8-12=9 21) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-54,4-20=-208,4-7=-208,8-13=-20 22)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-14,4-20=-168,4-7=-208,8-13=-20 23)3rd Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-44,4-20=-198,4-7=-198,8-13=-20 24)4th Dead+0.75 Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-20=-14,4-20=-168,4-7.198,8-13=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCL UDEO MrTEK REFERANCE PAGE MII-7473 rev.70/03W 15 BEFORE USE. Design valid for use only with MITek!�,connectors.This design Is tried only upon parameters shown,and is for an individual building component,not a trim system.Before use,iho btdiding designer must verity the applicot-ility of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent tickling of individual truss web and/or chord members only. Additional temporary and permanent brcx-irx,T MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatk:atlon,storage,delivery,erection and bracing of trusses and tmss systems,sec-ANSI/TPI I Quality CdteNa,DS8-89 and BCSI Bultding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss truss Type QTy Ply Arieff Residence-Ashley Casey T13775310 J180174 D10 Half Hip 1 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:36 201 B Page 1 I D:rU FPb 1 tRl mwBZBTtp8QxOczR RA7-GYmw9l u?bN UCVx41 HN ION4stGG96d HQBPsfEQwzRBg H 4-7-2 8-10-12 14-5-13 19-11-3 25-6-4 4-7-2 4-3-10 5-7-1 5-5-5 5-7-1 Scale=1:43.5 4x4= 3x8= 1.5x4 i I 3x5= 4.00 12 4 17 18 5 6 19 207 1.5x4 3 3x4 16 1 2 N 11 10 9 $ 4x7 i I 5x8= 1.5x4 I 4x10= 1.5x4 l i 8-10-12 14-5-13 19-11-3 25-6-4 8-10-12 5-7-1 5.5.5 5-7-1 Plate Offsets(X,Y)-- 11:0-3-4,0-0-11),(11:0-3-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSL — DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25TC 0.57 Vert(LL) -0.12 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.24 11-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-MSH Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=939/0-3-8,8=939/0-3-8 Max Horz 1=115(LC 11) Max Uplift 1=-182(LC 12),8.246(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1870/557,3-4=-1727/491,4-5=-1623/486,5-6=-1224/381,6-7=-1224/381, 7-8=-888/292 BOT CHORD 1-11—656/1725,10-11=-560/1751,9-10=-560/1751 WEBS 4-11=-19/323,5-9=-622/203,6-9=-311/174,7-9=-413/1419 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=26ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-12,Extedor(2)8-10-12 to 13-1-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 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.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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=182,8=246. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Verity design parameters and READ NOTES ON TN/S AND INCLUDED M/TEX REFERANCE PAGE MO-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for csa Individual txaading component,not a truss system.Before rue,the building designer must verity the opplicabeity of design parameters and properly Incorporate flits design into the overall building design. Brackrg indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. —- — — Tampa,FL 33610 Job Truss Truss Type %1 Ply Arieff Residence-Ashley Casey J180174 D11 Half Hip Girder 1 1 i T13775311 Manning Building Supplies, Jacksonville,FL �- Job Reference(optional) 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:38 2018 Page 1 ID:rUFPbltRlmwBZBTtpBQx0czRRA7-DxugazvF7?kwIFEhPonUTVyA63vD58FRtA8LVozRBgF 6-10-12 11-11-13 16-113 22-0-4 6-10-12 5-1-1 5'1-1 4-11-5 5-1-1 Scale=1:37.0 Special NAILED 5x8= NAILED NAILED 1.5x4 NAILED NAILED 5x10 - NAILED NAILED 2x4 " 4.00 112 3 15 16 4 17 18 19 5 20 21 6 3x4 2 J f 2210 23 24 9 25 26 8 27 28 6x8 8x8 _- NAILED NAILED 4x10 =NAILED NAILED 2x4 NAILED 7 = — = Special NAILED 6x6 Special NAILED 6-10-12 11-11-13 16-11-3 22-0-4 6-10-12 5-1-1 4-11-5 5-1-1 Plate Offsets(X Y)-- fLEdge 0-2-121 13:0-5-4 0-2-81 (10 0-4-0 0-4-81 LOADING (pst) SPACING- 2-0-0CSI DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.16 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.29 9-10 >897 180 BCLL 0.0 Rep Stress Mor NO WB 0.61 Horz(CT) 0.05 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:125 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. OTHERS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-7 SLIDER Left 2x4 SP No.2 1-11-6 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,bin o.c.,with 3in minimum end distance. REACTIONS. (Ib/size) 1=1728/0-3-8,7=1904/0-5-8 Brace must cover 90%of web length. Max Horz 1=90(LC 7) Max Uplift 1=-364(LC 8),7=-416(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3867/836,3-4=-4069/887,4-5=-4069/887,6-7=-260/111 BOT CHORD 1-10=-837/3608,9-10=-837/3636,8-9=-640/2823,7-8=-640/2823 WEBS 3-10=-6/624,3-9=-101/489,4-9=-585/254,5-9=-326/1417,5-8=0/415,5-7=-3142/685 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;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) Provide adequate drainage to prevent water ponding. 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.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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0t=1b) 1=364,7=416. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)204 Ib down and 246 Ib up at 6-10-12 on top chord,and 258 Ib down and 71 Ib up at 6-8-10,and 321 Ib down and 71 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 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(pit) Walter P.Finn PE No.22839 Vert:1-3= MiTek USA,Inc.FL Cert 6634 54,3-6=-54,7-11=-20 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use oNy with MllebF>connectors.This design is based only urx>n parameters shown,and is for an individual building cornpenent,not h a truss system.Before use,the building designer must verity the applicability of design pararneters and properly incorporole this design into the overall building design. Bracing indicated is to prevent tickling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and rxoperty damage. For general guidance regarding the Rubrk:atlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T137753111 J180174 D11 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:38 2018 Page 2 ID:rUFPbltRlmwBZBTtp8QxOczRRA7-DxugazvF7?kwIFEhPonUTVyA63vD58FRtA8LVozRBgF LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=-204(F)10=-321(F)8=-64(F)5=-112(F)15=-112(F)16=112(F)18=-112(F)19=-112(F)20=-112(F)21=-119(F)22=-258(F)23=64(F)24=-64(F)25=64(F) 26=-64(F)27=-64(F)28=-67(F) A WARNING-Verify design parameters and READ NOTES ON THIS Al ND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.1010312015 BEFORE USE. Design valld for use orgy with MITek,connectors.This design Is based only up n paramelers shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this dewn into the overall j building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lernporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding B1e fabrication,storage,delivery,erection and bracing of trusses and Inks systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job I Truss Truss Type Q(y Ply Arieff Residence-Ashley Casey i J180174 i E01 Flat Girder T13775312 II 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:39 2018 Page 1 4-6-8 I D:rU FPb 1 tRl mwBZBTtpBQx0czR RA7-h7S2oJwuulsnMPptyW Ij?j U W wTFagkga5quu 1 FzRBg E 4-6-8 1 4x4= 2 Scale=1:17.9 !I i i � I I 6 7 B 9 HTU26 HTU26 HTU26 HTU26 4 5 3 2x4 I' 4x4— HTU26 4-6-8 4-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.05 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.08 3-4 >603 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:68 Ib FT=2096 LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=2315/0-3-8,3=2075/0-3-8 Max Horz 4=82(LC 5) Max Uplift 4=-681(LC 4),3=-614(LC 5) Max Grav 4=2328(LC 2),3=2084(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except it 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)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 4=68113=614. 8)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 1-1-12 from the left end to 3-1-12 to connect truss(es)to front face of bottom chord. 9)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-5-12 from the left end to 3-11-12 to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Walter P.Finn PE No.22639 Vert:1-2=-54,3-4=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:5=-885(B)6=-715(F)7=-878(B)8=-715(F)9=-884(B) Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE W7473 rev.10/032015 BEFORE USE. !, Design valid for use only with MITekn connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use.,the kxrildirlg designer must verify the applicability of design rxlrarneters and rxoperly incorporate this design into the overall building design. Bracing irrik:aled Is to rxevent txrckling of individual truss web and/or chord members only. Additional ternfxxary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrk-ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 -Jo-buss Truss TypeV Ply Arieff Residence-Ashley Casey J 180 174 J01 Jack-Open 3 1 713775313 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:39 2018 Page 1 7-0-0 I D:rU F Pb 1 tRlmwBZBTtp8QxOczRRA7-h7S2oJwuul snM Ppty W Ij?j U M9TGXgkza5quu 1 FzR Bg E 7-0-0 3 Scale=1:18.8 yi ' 4.00 F12 I I 9 10 3x4 2 m o IN 1 3x5 7-0-0 7-0-0 Plate Offsets(X,Y)-- (1:0-1-12,0-0-5) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.11 4-7 >788 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.23 4-7 >370 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 1 Na n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP Weight:24 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=257/0-5-8,3=169/Mechanical,4=87/Mechanical Max Horz 1=67(LC 12) Max Uplift 1=-35(LC 12),3=68(LC 12) Max Grav 1=257(LC 1),3=169(LC 1),4=124(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-406/43 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcLirrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. Welter R Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 QWARNMG-Verify algn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MB-7473 rev,10Po3l2015 BEFORE USE, Design valid for use only with MITekT)connectors.This design Is txrsed only upon parameters shown,and is for an Irrdivldual twfding component not a imss system.Before use.,the building designor must verify the applicot-Ally of design rxnameters and properly irwotrxxate this design into the overall j txdlding design. Bracing indicated Is to prevent buckling of individual tmss web and/or chord rnernbeis only. Additional temporary and permanent txoxang MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabk:atlon,storage,delivery,erection and tracing of tm%ses and tn1Ss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable frorn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Q,y Ply Arieff Residence-Ashley Casey T137753141 J180174 J02 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:40 2018 Page 1 I D:rU FPb 1 tRl mwBZBTtp8QxOczR RA7-9JOR?fx W fc_e_YO3 W DpyYw1 bytfdZBDkKUdSZhzR Bg D 5-0-0 5-0-0 Scale=1:14.7 j 4.00 12 f,P, 9 3x4 2 v 6 N O 1 N 4 2x5 I; 5-0-0 500 Plate Offsets(X,Y)-- (1:0-1-12,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=183/0-5-8,3=121/Mechanical,4=62/Mechanical Max Horz 1=47(LC 12) Max Uplift 1=-24(LC 12),3=-49(LC 12) Max Grav 1=183(LC 1),3=121(LC 1),4=86(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M71-7473 rev.10M2015 BEFORE USE. j Design valid for use only kith MITekli connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss systern.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bicrkig indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312=Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty. Ply Arieff Residence-Ashley Casey T137753151 J180174 J03 Corner Jack B 1 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:41 2018 Page 1 ID:rUFPbltRlmwBZBTtp8Qx0czRRA7-dVZpC?yBQw6VcizG4wLB48aq_H1 UleTtZ8N?57zRBgC 3-0-0 3-0-0 Scale=1:11.5 3 ' 4.00 12 3x4 2 cp d 1 �1 cV 4 2x5 1 3-0-0 3-0-0 Plate Offsets(X Y)-- [1:0-1-1210-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP I Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=109/0-5-8,3=73/Mechanical,4=35/Mechanical Max Horz 1=28(LC 12) Max Uplift 1=-12(LC 12),3=-30(LC 12) Max Grav 1=109(LC 1),3=73(LC 1),4=48(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: April 13,2018 WARNBVG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Design valld tot use only vAth MITekT,)connectors.This design is based only urxrn parameters shown,and is for an individual building component,not a truss system.Bekxe use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSi/TPi 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. – —— Tampa.FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775316 J180174 �J04 Corner Jack j8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 06:02:41 2018 Page 1 I D:rU FPb 1 tRl mwBZBTtp8QxOczRRA7-dVZpC?y8Qw6VcizG4wLB48arsH2g IeTtZ8N?57zR BgC 1-0-0 103 4.00 12 Scale=1:6.1 2 1 ' 1 1I I j 0 3 i i 3x4= 1-0-0 i 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.00 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:5 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=37/0-5-8,2=20/Mechanical,3=16/Mechanical Max Horz 1=9(LC 12) Max Uplift 1=-3(LC 12),2=-8(LC 12),3=-3(LC 12) Max Grav 1=37(LC 1),2=20(LC 1),3=17(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3-Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 design © WARNING-Verityn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.1010312015 BEFORE USE.9 m Design valid for use only with MITek.)connectors.This design is based only upon parameters shown.and is for an Individual budding component,not a FRISS system.Before use,the building designer rnust verify the applicability of design pararneters and properly IncoR>orate this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord mernbers only. Additional temporary and permanent bracing f MiTek' I is always required for stability and To prevent collapse with passible personal fntury and rxoperty damage. for general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available From Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Aneff Residence-Ashley Casey T137753171 J180174 i J05 Jack-Partial Girder 2 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:42 2018 Page 1 ID:rUFPbt tRlmwBZBTtp8QxOczRRA7-5i7BQLymBDEMDsXSeesQdL6vshGu1121 oo6ZeazRBgB 4-11-0 i 9-10-1 4-11-0 4-11-0 4 Scale=1:18.7 r\ 2.83 F12 NAILED 15 1.5x4 a n r NAILED 3 14 NAILED '.m 3x4 Ico'm 13 2 v� N l 171 Vi t I 16 17 18 6 5 NAILED NAILED NAILED 3x4— 4x7 9-10-1 9-9-10 Plate Offsets(X,Y)-- (1:0-3-8 Edqe] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.19 6-11 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.39 6-11 >299 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.02 1 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:40 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=410/0-7-0,4=130/Mechanical,5=282/Mechanical Max Horz 1=76(LC 4) Max Uplift 1=-93(LC 4),4=-64(LC 4),5=-44(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-747/188 BOT CHORD 1-6=-232/629 WEBS 3-6=-658/243 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) 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=-54,5-7=-20 Concentrated Loads(lb) Vert:14=-4(F)15=-44(F)16=-7(F)17=-9(F)18=-34(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.I M3i2015 BEFORE USE Design valid for use only with MITeW&connectors.This design is based only upon parameters shown,and is for an Individual building component,not I tress system.Before use,the buildino designer must verity the applicability of design parorneters and properly incorrxxate this design into the overall twilding design. Bracing indicated is to prevent txrckling of Individual truss web and/or chord memtxxs only. Additional femporary and permanent bracing MiTek` is always required for statoiiily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection arxi tracing of Misses and truss systems,seeANSU1P1 t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. ( Tampa.FL 33610 Job Truss Truss Type Arieff Residence-Ashley Casey T13775318 J180174 J06 Jack-Partial Girder 2 1 _ i I iJob Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:43 2018 Page 1 I D:rU F Pb t tRlmwBZ BTtp8Qx0czRRA7-ZuhZdhzOyXM DrD6eBLNfAZf4E4dYmU hAOSs6A0zRBgA 4-9-8 1 9-7-1 4-9-8 4-9-8 4 Scale=1:18.3 T 2.83 F172 NAILED 14 r 1 NAILED 1.5x4 3 <d NAILED n 3x4 N 13 2 ' ca — — — — ! 15 16 17 6 5 NAILED NAILED NAILED 3x4— 4x7 9-7-1 9-6-10 Plate Offsets(X,Y)-- (1:0-3-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.17 6-11 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.35 6-11 >327 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.02 1 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:39 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=399/0-7-0,4=129/Mechanical,5=275/Mechanical Max Horz 1=74(LC 4) Max Uplift 1=-91(LC 4),4=-64(LC 4),5=-43(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-706/181 BOTCHORD 1-6=-224/606 WEBS 3-6=-634/234 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24th 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) 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(PIT) Vert:1-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:3=-4(F)14=-44(F)15=-7(F)16=-9(F)17=-34(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1,7473 rev.101031201S BEFORE USE. Design valid for use only with MiTek©connectors.This deslgn Is based only urxxi parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent tickling of Individual truss web and/or chord members only. Additional ternporary and permanent Lxacing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatication,storage,delivery,erection and bracing of trusses and truss systerns,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salary Information available frorn Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey J180174 T137753191, J07 i Jack-Open 1 1 __�Manning Building Supplies, Jacksonville,FL Job Reference(optional) 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:44 2018 Page 1 6-9-12 I D:rU FPb 1 tRl mwBZBTtp8QxOczR RA7-14Fxr 1_Oj rU4TAhrl3uuimC DM Uz2V?CKF6bfiSzRBg9 6-9-12 3 Scale=1:17.9 4.0071-2- 10 .00r1210 3x4 9 M 2 c o o? h N � 4 3x6 I 6-9-12 6-9-12 Plate Offsets(X,Y)-- [1:0-2-0,0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 4-7 >861 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.20 4-7 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.00Horz(CT) 0.05 1 Na n/a BCDL 10.0 Code FBC2017lFP12014 Matnx-MP Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=250/0-3-8,3=166/Mechanical,4=84/Mechanical Max Horz 1=65(LC 12) Max Uplift 1=-33(LC 12),3=-67(LC 12) Max Grav 1=250(LC 1),3=166(LC 1),4=121(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-373/41 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip COL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Verity design pararneters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.70/0312013 BEFORE USE. Design valid for use only with MITek©connectors.This design 6s based only uFxm parameters shown,and is for an Individual building component,not l a Firm system.Before rrse,the building designer must verify the a"Aicability of design parameters and properly incorporate this design into the overall building design. Bracing indk:aled is to prevent Lxrckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and rxope, damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systerns,se-ANSI/TPit Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available frorn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Q Ply Arieff Residence-Ashley Casey 1T13775320� J180174 JOB Jack-Open 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:44 2018 Page 1 6-9-12 D:rUFPbt tRlmwBZBTtpBQxOczRRA7-14Fxrl_OjrU4TAhrl3uuimCDMUz2V?CKF6bfiSzRBg9 6-9-12 3 77 Scale=1:17.9 4.0071-2 / i I 10 3x4 9 6 2 m o N 1 � I 4 3x6 i! 6-9-12 Plate Offsets(X,Y)-- (1:0-2-0,0-0-7) 6-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) i/defl L/d I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 4-7 >861 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.20 4-7 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:24 Ib FT=20% LUMBER- - BRACING- - - — TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=250/0-3-8,3=166/Mechanical,4=84/Mechanical Max Horz 1=65(LC 12) Max Uplift 1=-33(LC 12),3=-67(LC 12) Max Grav 1=250(LC 1),3=166(LC 1),4=121(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-373/41 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33619 Date: April 13,2018 Q WARNING-t/edly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. i Design valid for use only vAth MITekS connectors.this design Is based only upon parameters shown,and is for an individual building component,not i a truss system.Before ire.,the briilding designer must verify the applicability of design pararneters and properly incorporate this design into the overall building design. &ac_ing Indicated is to prevent buckling of Individrxtl truss web and/or chord members only. Additional lernporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. - Tampa.FL 33610 Job Truss TTruss Type Qty Ply Arieff Residence-Ashley Casey J180174 J09 Corner Jack 2 1 T13775321 ', Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:45 2018 Page 1 I D:fUFPbl tRlmwBZBTtpBQxOczRRA7-VHpJ2N?eT8cx4KG1 JmP7F_kTOuN8ESSTUmLDFuzRBg8 4-9-12 4-9-12 Scale=1:14.7 3 4.00 12 9 3x4 f 2 v 1 O N \ N I 4 3x6 4-9-12 4-9-12 Plate Offsets(X,Y)-- (1:0-2-0,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=176/0-3-8,3=117/Mechanical,4=59/Mechanical Max Horz 1=46(LC 12) Max Uplift 1=22(LC 12),3=-48(LC 12) Max Grav 1=176(LC 1),3=117(LC 1),4=84(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu11=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Welter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33619 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITeke�connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and prore.rly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracirxl MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the j fabrloatkxl,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. — — Tampa.FL 33610 Job Truss Truss Type Qv Ply I Arieff Residence-Ashley Casey J180174713775322 J10 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:46 2018 Page 1 I D:rUFPbltRlmwBZBTtp8QxOczRRA7--TNiGiOHESkniTrDtUwMnBHhxllrzuicjQ4mnLzRBg7 2-9-12 2-9-12 Scale=1:11.5 4.00 12 3 3x2, i 1 i mfg 4 3x6 i 2-9-12 2-9-12 Plate Offsets(X Y)-- (1:0-2-0,0-0-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 Na n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:12 lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=102/0-3-8,3=70/Mechanical,4=32/Mechanical Max Horz 1=26(LC 12) Max Uplift 1=-11(LC 12),3=30(LC 12) Max Grav 1=102(LC 1),3=70(LC 1),4=46(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1118-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MfTekn connectors.This design is based only upon parameters shown,and is for an Individual building component,not a inns system.Before use.,the building designer must verity the applicotAiily of design pararnelers and properly incottorote this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always re(luired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:ation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. IIS Safety Information ova ilatAe from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa.FL 33610 Job Tj Tr ss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775323: J180174 J11 Corner Jack I2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:46 2018 Page t I D:rUFPbl tRlmwBZBTtpBQx0czRRA7-_TNiGiOHESkniTrDtUwMnBHiclmszuicjQ4mnLzRBg7 0-9-12 0.9.12 4.00^12 Scale=1:6.1 2 1 V., 1 T. 3 I I I 3x4- 0-9-12 0-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.00 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-MP Weight:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=30/0-3-8,2=17/Mechanical,3=12/Mechanical Max Horz 1=8(LC 12) Max Uplift 1.l(LC 12),2=-8(LC 12),3=-2(LC 12) Max Grav 1=30(LC 1),2=17(LC 1),3=14(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7073 rev.law,2015 BEFORE USE. Design valid for use only with MITekOO connectors.This design is based only upon parameters shown,and is for an individual bul ding component not a truss system.Before use,the building designer must verity the aprrlicabilily of design parameters and properly incorporate this design into the overall Lxdlding design. Racing indicated is to prevent buckling of Individual truss wet,and/or chord members only. Additional temporary and permanent tracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSi/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Ptate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. — — Tampa.FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775324 J180174 J12 Jack-Partial Girder �I2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:47 2018 Pagel I D:rU FPb 1 tRlmw BZBTtp8QxOczR RA7-Sfx4T20v?mseKdQQQBSbKPgm V i_mi HZmx4gJJnzRBg6 4-9-7 9-6-14 4-9-7 4-9-7 4 Scale=1:18.7 2.83 Fl2 NAILED 13 1.5x4 h' NAILED 3 12 a 3x4 'm rn9 NAILED 2 co n i b � 14 15 16 6 5 NAILED NAILED NAILED 3x4= 6x6 9-6-14 9-6-14 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.19 6-9 >599 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.39 6-9 >293 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=382/0-4-3,4=122/Mechanical,5=285/Mechanical Max Horz 1=74(LC 4) Max Uplift 1=-82(LC 4),4=-62(LC 4),5=-44(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1013/179 BOT CHORD 1-6=-222/617 WEBS 3-6=-648/233 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7)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=-54,5-7=-20 Concentrated Loads(Ib) Vert:12=-3(F)13=-41(F)14=-4(F)15=-8(F)16=-30(F) Walter P.Finn PE No.21839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.14 0MIS BEFORE USE. Design valid for use only with MITekM>connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before rise.the building designer must verify the applicab lility of design pcuarneters and properly incorporate this design into the overall jbuilding design. Bracing Indicated is To prevent buckling of Individual truss web and/or cbxxd rnernbers only. Additional temporaryand permanent brcx_ir�j MiTek` is always regcered for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ;Qty Ply Arieff Residence-Ashley Casey J1801742 1 T13775325' IJ13 Corner Jack Job Reference(optional) Manning Building Supplies,) Jacksonville,FL 8.210s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:48 2018 Page 1 I D:rUF Pb 1 tRl mwBZBTtp8QxOczRRA7-ws USgO1 Xm3?Vxn?c_vzgtcMz65Oj RoCvAkZtrDzRBg5 4-10-12 4-10-12 Scale=1:14.7 I 4.00 12 A 9 j I 3x4 2 O N 1 N it � I I k 1 - li 4 3x6 11 4-10-12 4-10-12 Plate Offsets(X Y)-- (1:0-2-4,0-0-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017lrPI2014 Matrix-MP Weight:18 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=179/0-3-8,3=119/Mechanical,4=60/Mechanical Max Horz 1=46(LC 12) Max Uplift 1=-23(LC 12),3=-48(LC 12) Max Grav 1=179(LC 1),3=119(LC 1),4=85(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(!b)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ff;eave=4f;Cat. Il;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100!b uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design g parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11-7473 rev.iQN3l2015 BEFORE USE. Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and Is for an individual twading component,not I IFLM systern.Before ruse,the building designer must verity the applicabtlity of design pararneteis and properly incorporate this design into the overall building design. Bracing indicated is to prevent txickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° 1, is always required for stability and to prevent collapse with possible personal injury and property,darnage. For general guidance regarding the fabricationstorage,delivery,erection and txacing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QN Ply Arieff Residence-Ashley Casey J180174 J14Corner Jack �2 1 I T13775326 I Job Reference optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:48 2018 Page 1 ID:rUFPb 1 tRlmwBZBTtp8QxOczRRA7-wsUSgOl Xm3?Vxn?c_vzgtcMl K5QFRoCvAkZtrDzRBg5 2-10-12 2-10-12 Scale=1:11.5 - 4.00 12 3 3x4 5 F 2 i `A co 7 ml� qN I �f 4 3x6 2-10-12 2-10-12 Plate Offsets(X,Y)-- (1:0-2-4,0-0-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 4-7 >999 240 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.07 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=105/0-3-8,3=71/Mechanical,4=33/Mechanical Max Horz 1=27(LC 12) Max Uplift 1=-12(LC 12),3=-30(LC 12) Max Grav 1=105(LC 1),3=71(LC 1),4=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10/03/7015 BEFORE USE. ; Design valid for use only with MiTek@)connectors.This design is based only upon parameters shown,and Is for an fndividual building component,riot j a truss system.Before use,the building designer must verify the applicability of design pcxarn �t eters and property incoiporote this design into the overall MiTek' A T building design. &acing Indicated is to prevent buckling of individualibltruss web and/or chord members only. Additional temporary and permanent bracing IYI�1pk is always required for stability and to prevent collapse with posse personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems.seeANSI/TPI]Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available!turn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775327' J180174 J15 Corner Jack 2 1 __ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:49 2018 Page 1 ID:rUFPbltRlmwBZBTtp8QxOczRRA7-022quk29XN7MZxaoYcU3PgvDsVnZAFS3POJQOgzRBg4 0-10-12 0-10-12 4.00 F12 Scale=1:8.1 2 0 I � 0 -- 3 j 3x4— 0-10-12 0-10-12 LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.00 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Verl(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES i WB 0.00 Horz(CT) -0.00 2 Na n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-MP Weight:5lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=33/0-3-8,2=19/Mechanical,3=14/Mechanical Max Horz 1=8(LC 12) Max Uplift 1=2(LC 12),2=-8(LC 12),3=-2(LC 12) Max Grav 1=33(LC 1),2=19(LC 1),3=15(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,3. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.f0A13/2015 BEFORE USE. Design valid for use only with MITek(s)connectors.This design is based only upon parameters shown,and is for on individual building component,not a tnra system.Before rrse,the building designer must verify The applicability of design parameters(Arid properly incorporate this design into the overall budding design. &acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabric=ation,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Mexandda.VA 22314. Tampa,FL 33610 JobTruss Truss Type r Qjy Ply Arieff Residence-Ashley Casey J180174 �J16 !Jack-Partial Girder 1 1 T13775328 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FIL -� 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:50 2018 Page 1 D:rU F Pb 1 tRl mwBZ BTtp8QxOczRRA7-sEcC543nl hF DB59_6J?ly t SHivOmveOCd 12_w6zR Bg3 4-8-10 9-5-4 4-8-10 4-8-10 Scale=1:17.9 4 2.83 j 12 NAILED 13 NAILED 1.5x4 12 3 rd 3x4 �i NAILED 2 11 7 C� 1 r N 14 �i� 15 � 16 6 5 NAILED NAILED NAILED 3x4 — 4x7 9-5-4 9-4-14 Plate Offsets(X,Y)-- [170-3-4,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.17 6-9 >645 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.36 6-9 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.02 1 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:39 Ib FT=20°0 _ -- - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=378/0-4-3,4=123/Mechanical,5=285/Mechanical Max Horz 1=73(LC 4) Max Uplift 1=-81(LC 4),4—62(LC 4),5=-42(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1006/178 BOT CHORD 1-6=-221/623 WEBS 3-6=-654/232 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511;B=45ft;L=2411;eave=4ft;Cat. ll;Exp B;Encl.,G6pi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) 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=-54,5-7=-20 Concentrated Loads(Ib) Vert:12=-3(F)13=-42(F)14=-5(F)15=-8(F)16=-32(F) Walter P.Finn PE No12839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MR-7473 rev.10103/2015 BEFORE USE. I Design valid for use only with MITek6 connectors.This design is based only upon parameters shown,and Is lot an Individual building component.not a trtw system.Before use,the buiidirxg deskgner must verify the applicob9ily of design rxurameters and properly incorporate this design into the overall building design. &acing indicated is to prevent Lxuckling of individuaf truss wet.)and/or chord members only. Additional temporary and permanent bracing MiTek is always required for starrilty and to prevent collapse with possible personal injury and rxoperty damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPiI Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt�v Ply Arieff Residence-Ashley Casey T13775329, J180174 J18 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,) Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:51 2018 Page 1 ID:rUFPbltRlmwBZBTtpBQxOczRRA7-KRAbJQ3P3_N4oFjBft WXUF_RHJMve5YLshoXSYzRBg2 4-9-0 9-6-0 4-9-0 4-9-0 Scale=1:18.0 4 r� 2M12 NAILED 13 1.5x4 � r ISI NAILED 3 12 j� c� I q 3x4 4 NAILED 2 1 1 I (V d 1� 14 15 16 6 5 NAILED NAILED NAILED 3x4= 4x7 9-6-0 9-5-10 Plate Offsets(X Y)-- (1:0-3-4,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.18 6-9 >631 240 MT20 244/190 TCDL 7.0 Lumber DOL 1-25 BC 0.46 Vert(CT) -0.37 6-9 >308 180 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=380/0-4-3,4=123/Mechanical,5=286/Mechanical Max Horz 1=73(LC 4) Max Uplift 1=-82(LC 4),4=-62(LC 4),5=-43(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1020/180 BOT CHORD 1-6=-223/628 WEBS 3-6=-660/234 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)'NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7) 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=-54,5-7=-20 Concentrated Loads(lb) Vert: 12=-3(8)13=-42(B)14=-5(B)15=-8(B)16=-32(B) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component not . a truss system.Before use,the building designer must verity the applicability of design rxnarnelers and properly incorporate this design into the overall building design. Bracing indicated is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sireel,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss _';Truss Type O)y Ply Arieff Residence-Ashley Casey T13775330, J180174 J19 Jack-Open 6 1 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:51 2018 Page 1 ID:rUFPbltRlmwBZBTtp8Qx0czRRA7-KRAbJQ3P3_N4oFjBfl WXUF_TSJPLe9xLshoXSYzRBg2 5-6-0 5-6-0 Scale=1:15.5 4.00[_12 10 3x4 5 ry� 2 9 10 N N N i 1 4 2X5 I'; 5-6-0 5-6-0 Plate Offsets(X,Y)-- i1:Edge,0-0-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-7 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=201/0-5-8,3=133/Mechanical,4=68/Mechanical Max Horz 1=52(LC 12) Max Uplift 1=-26(LC 12),3.53(LC 12) Max Grav 1=201(LC 1),3=133(LC 1),4=96(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-276/34 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. Walter R Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/0311015 BEFORE USE. Design valid for use only with MlTekc�connectors.this design is based only upon parameters shown,and Is for an iryilvidual txrNding component not a truss systern.Before use,the buildim)designer must verify the applicability of design parameters oNJ rxoperly incorporate flits design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord rnernt,,cxs only. Additional temtx>rary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury aryl property,damage. For general guidance regarding the fobrk:oflon,storage,delivery,erection and tracing of trusses and truss systems,se.eANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Poole Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Arieff Residence-Ashley Casey T13775331 ' J180174 J20 Jack-Partial Girder2 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:52 2018 Page 1 1D:rUFPbltRlmwBZBTtp8QxOczRRA7-odkzWm41gIVxQ01NDk1mlSXgfjf7NaAV5LX4 zRBgt 3-10-5 7-8-9 3-10-5 3-10-5 NAILED Scale=1:16.7 15 4 2.83 12 NAILED 1.5x4 14 3 n 3x4: NAILED2 13 i t6 17 18 6 5 NAILED NAILED 3x4= NAILED 3x8 i 7-8-9 7-8-3 Plate Offsets(X,Y)-- (1:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.08 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.17 6-11 >531 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.01 1 rVa n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MP —'� Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=316/0-7-0,4=149/Mechanical,5=230/Mechanical Max Horz 1=59(LC 17) Max Uplift 1=-73(LC 4),4=-67(LC 4),5=-30(LC 4) Max Grav 1=316(LC 1),4=149(LC 1),5=231(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-446/130 BOT CHORD 1-6=-165/428 WEBS 3-6=-451/174 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft,eave=4ft;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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 7) 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=-54,5-7=-20 Concentrated Loads(lb) Vert:14=-4(B)15=-67(B)16=-7(B)17=-9(B)18=-42(B) Walter P.Finn PE No.22639 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verifydelig. arameters and READ NOTES ON THIS AN g p S D INCLUDED MaEK REFERANCE PAGE M8-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MITek'D connectors.This design Is based only upon parameters shown,and is for an individual building component,not a Inas system.Before Lae,the building designor must verify The ci foicabllity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and miss systems,se.eANSI/TPit Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate insfitute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tanga.FL 33610 i Job Truss Truss Type Q(y Ply Arieff Residence-Ashley Casey T13775332I, J180174 1J21 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:53 2018 Page 1 ID:rUFPbltRlmwBZBTtp8QxOczRRA7-GpILk65gbcdo2YtZnSY?Zg4sw6?K62geK?HeXRzRBgO 3-8-13 7-5-9 3-8-13 3-8-13 NAILED Scale=1:16.3 15 4 2.8371-2 — � �' �t2 16 NAILED 1.5x4 14 3 n 3x4 NAILED2 13 y u IN N t � i / ( A 16 17 6 5 NAILED NAILED 3x4 — NAILED 3x6 1 7-5- 7-5-3 Plate Offsets(X,Y)-- [1:0-2-1210-0-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.07 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.14 6-11 >616 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 iHorz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0 REACTIONS. (Ib/size) 1=303/0-7-0,4=157/Mechanical,5=226/Mechanical Max Horz 1=57(LC 4) Max Uplift 1=-71(LC 4),4=-70(LC 4),5=-27(LC 4) Max Grav 1=303(LC 1),4=157(LC 1),5=230(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-406/123 BOT CHORD 1-6=-156/399 WEBS 3-6=-420/165 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 7) 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=-54,5-7=-20 Concentrated Loads(lb) Vert:6=-45(F)14=-4(F)15=-74(F)16=-7(F)17=-9(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7073 rev.10,V312015 BEFORE USE. Design valid for use only with MileM connectors.This design Is based only upon parameters shown,and is for an individual building cornponent,not a truss sysfern.Before use,the bu0ding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and Permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Tye d Ply �Resjdencey Casey T1377533311 J180174 �P01 GABLE it 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:54 2018 Page 1 I D:rU FPb 1 tRl niwBZ BTtp8QxOczR RA7-10sjxR61 MvlffiSm L94E6tcOwW RfrW 4oYf0 B3tZR Bg? 4-10-4 8-6-4 4-10-4 3-8-0 4x4= Scale=1:23.3 2 i i I 9.0012 7 9 3x8 '.I 6 3 iv u 10 m j a a -- 6 2x4 1.5x45 TOP4CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY 8-6-4 PURLINS AT 2-0-0 OC. MAX. 8-6-4 Plate Offsets(X,Y)-- (3:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 rVa n/a BCDL 10.0 Code FBC2017IFP12014 Matrix-P Weight:32 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=148/8-6-4,4=119/8-6-4,5=308/8-6-4 Max Horz 1=73(LC 11) Max Uplift 1=-61(LC 12),4.62(LC 12) Max Grav 1=148(LC 1),4=128(LC 18),5=308(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 4-10-4,Exterior(2)4-10-4 to 7-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per AN 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6964 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekJ conne%tors.This design is based only upon parameters shown,and is for an individual building component,not a truss systern,Before use,fix-building designer must verity,the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent Lxrckling of individual truss web and/or chord rnernbeis only. Additional temporary and permanent brxing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/TP11 Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Md. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I I Job Truss Truss Type , Qty Ply Arieff Residence-Ashley Casey J180174 P02 GABLE T137753341 10 1 _ Job Reference o tionaq Manning—Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:54 2018 Page 1 I D:rU F Pb 1 tRlmwBZ BTtp8QxOczRRA7-10sjxR61 Mvlffi Sm L94E6tcOwW S2rW AoYfOB3tzR Bg? 4-10-4 4104 240 4x4= Scale=1:23.3 2 i j9.00 12 7 1.5x4 !I I 3 6 d W o d s 2x4 �z 1.5x4 11 11I 1.5x4 7-2-a 7-2-4 LOADING (psf) SPACING- 2-0-0 CSI. �— DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=14917-2-4,4=6517-2-4,5=262/7-2-4 Max Horz 1=88(LC11) Max Uplift 1=47(LC 12),4=-51(LC 12),5=-24(LC 9) Max Grav 1=149(LC 1),4=79(LC 18),5=268(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 4-10-4,Exterior(2)4-10-4 to 7-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 tit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M*7473 rev.f0/03wlS BEFORE USE. Design valld for use only with MITekF,connectors.This design is based only upon pxmameters shown,and is for an Individual building component,not Q truss syslerm.Before use,the building designer must verity the appiicob iiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual toss wet,and/or chord members only. Additional temporary and permanent bf x ing MiTek a always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,sc:eANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd- j Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. — Tampa.FL 33610 Job Truss Truss Type r Qty Ply Arieff Residence-Ashley Casey T13775335 J180174 �P03 GABLE i3 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 S Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:55 2018 Page 1 I D:rU FPb 1 tRlmwBZBTtp8QxOczR RA7-DCQ58n6w7DtW Hs 1 yutbTf596gwoHazSxnJmlbJzRBg_ 4-10-46-11-4 4-10-4 2-1-0 4x4 = Scale=1:23.3 2 9.00 F12 7 1.5x4 I 3 T; II t I� a 5 4 2x4 i 1.5x4 II 1.5x4 '. 6-11-4 6-11-4 LOADING �- - -- (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight:29 Ib FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=149/6-11-4,4=54/6-11-4,5=254/6-11-4 Max Horz 1=90(LC 11) Max Uplift 1=45(LC 12),4=-50(LC 12),5=-28(LC 9) Max Grav 1=149(LC 1),4=69(LC 18),5=262(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-4 to 3-7-4,Intedor(1)3-7-4 to 4-10-4,Exterior(2)4-10-4 to 6-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Welter P.Finn PE No.22839 MiTek USA Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 ©WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekOO connecters.This design B based only upon parameters shown,and Is for an kxilvidual building component,not ; a truss system.Before use,the building designer must verity the applicability of design rxurameters and properly incorFxxaie this design into the overall ;� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord inembers only. Additional temporary and permanent bracing MITek'is always required for stability and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,weANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. L Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss , Truss Type I Ot<v Ply Arieff Residence-Ashley Casey J180174 !PO4 7137753361 Piggyback 1 i 1 __ Job Reference(optional) Manning Building Supplies,Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:56 2018 Page 1 I D:rU F Pb 1 tRlmwBZBTtp8QxOczR RA7-hOzUM 77YuX?NvOc8Sa6i BI hPtKA5JQA5OzV 16mzR Bfz Scale=1:8.4 1.5x4 ',I 2 i ? i 9.00112 i I I it i IQ '� � d 3 2x4-i 1.5x4 !. 1-7-12 1-7-12 LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:5 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=33/1-5-7,3=33/1-5-7 Max Horz 1=23(LC 9) Max Uplift 1=-5(LC 12),3=-11(LC 9) Max Grav 1=33(LC 1),3=36(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130moh(3-second oust)Vasd=101 mph,TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. ii;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 Osf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for alive load of 2O.Opsf on the bottom chord in all areas where a rectangle 3-(j-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 i A&WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.10)03/2015 BEFORE USE. Design valid for use only with MllekT)connectors.This design Is loaned only upon parameters shown,and Is for an Individual Wading component,not a miss systemth .Before rise,the building designer must verify e applicobpxx aity of design xameters and property incorrale this design into the overall txAiding design. Bracing indi ailed Is to prevent txickling of Individual truss web and/or chord rnernbers only. Additional fernprxory and permanent bracing MiTek` is always required for stability and to prevent collapse with possit-4e personal Injury and property danioge. For general guidance regarding the fatxication,storage,delivery,erection and bracing of trusses and miss systems,SeeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd- Safety Information available from truss Plate Institute.218 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply Arieff Residence-Ashley Casey 7137753371 J180174 !P05 Piggyback 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,-FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:56 2018 Page 1 I D:rUFPb t tRlmwBZ BTtp8QxOczRRA7-hOzUM 77YuX?NvOc8Sa6i BI hOxKAOJQA5OzV l6mzRBfz 1.5x4 1 Scale=1:12.8 2 I I 9.00 F12 F-1 f I J� i 6 o 'o 3 2x4 1.5x4 ! 2-9-12 2-9-12 LOADING (psf) SPACING- 2-0-0 CSL 7 DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=76/2-7-7,3=76/2-7-7 Max Horz 1=54(LC 9) Max Uplift 1=-11(LC 12),3=26(LC 9) Max Grav 1=76(LC 1),3=82(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. Il;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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.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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.10103/201S BEFORE USE. Design valid for use only with MITekC,connectors.This design Is based only upon parameters shown,and is for an Individual txAding component,not a truss system.Before use.the building designer must verify the appiicatAityof design pararneters and properly incorporate this design into The overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braetrng MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the rubrication,storage,delivery,erection and txacing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type • Oki Ply Arieff Residence-Ashley Casey J160174 713775338 I P06 Piggyback 2 1 � ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:57 2018 Page 1 I D:rU FPb 1 tRlmwBZBTtp8QxOczRRA7-9aXsZT8Afg7E W ABLOldxkW Ea_kW s2tQE EdFrfCzRBfy 1.5x4 I Scale=1:11.7 2 9.00 r12 r i I I I 1 O 1W 1 O f6 3 2x4!, 1.5x4 11 2-6-4 2-6-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=66/2-3-15,3=66/2-3-15 Max Horz 1=46(LC 9) Max Uplift 1=-10(LC 12),3=23(LC 9) Max Grav 1=66(LC 1),3=70(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 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.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) Provide mechanical connection(by others)of truss to beating plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 13,2018 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mg-7473 rev.1040312015 BEFORE USE. Design valid for use only with Milekcl connectors.This design Is based only upon parameters shown,and is for an Individual building component,not U fnrss system.Before use,the building designer must verify the appiicabllity of design parameters and property incorporate this design into the overall ;� building design. Bracing Ind sated Is to prevent buckling of individual truss web and/or chord rnemb ois only. Additional ternporary cord permanent bracing MI laky is aiways required for staUlity and to prevent collapse with possible personal injury and property darnone, for general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,se.eANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �—Tampa.FL 33610 Job -Truss Truss Type ► Qt j Ply Arieff Residence-Ashley Casey T13775339I,I J180174 P07 GABLE 5 1 I _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 13 08:02:58 2018 Page 1 I D:rU F Pb 1 tRl mwBZBTtpBQxOczR RA7-dn5EnpgoQ8F48KmXa?BAGjnhw7gnnK5NTH_PBezRBfx 4-10-4 8-1-12 4-10-4 3-3-8 4x4= Scale=1:23.3 2 I 9.00 F12 7 1.5x4 3 1! n 1 6 1 �I. o C? o %0 0 0 5 4 2x4 G 1.5x4 1.5x4 8-1-12 8-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight 31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (Ib/size) 1=149/8-1-12,4=105/8-1-12,5=294/8-1-12 Max Horz 1=77(LC 11) Max Uplift 1=-57(LC 12),4=-59(LC 12),5=-7(LC 9) Max Grav 1=149(LC 1),4=115(LC 18),5=295(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 4-10-4,Exterior(2)4-10-4 to 8-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 69D4 Parke East Blvd.Tampa FL 33619 Date: April 13,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7073 rev.101732015 BEFORE USE. Design valid for use orgy with Milek`connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of desirgn parameters and property incoiporaTe this design into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or crymd members only. Additional temporary and permanent bxacing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available kom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. 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(D Q Q O O(Q N Q N 7 (D O O Y =ice J (D Z 3 O O O CS 0 c-N -� Q ° �Q (D Q m mQ 0 Qo 3Q Qo 6Q C) _0 Qo o £CD a� -Q= a3 � O (NO Nc 0 p meq- j QQ p_"6 _°o l� .3 0� Q (D(0 (D (D C)Q �4 o N(DD �Q o°- c 0 g. � (D N Q 3 m �(D O 00 0� m o o �-a Q N �H QQ 3 a m oQ �� om (D(D F o a m a N(D � � n O �s o - (Q o D0 3 `<(D 0 - N Z 3(D 3, O T rt (D A; r: Job Information Riverside Homes "S1 12276 San Jose Blvd.,Ste 120 Job#: J180174 Jacksonville, FL 32233 File#: (904)503-7055 re Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 1 Job:> Jacksonville, FL 32256 jaxtruss@mbs-corp.com Arieff Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report',and DoIWIly,pate ' DATE 04/13/18 586 Timber Bridge Lane Del. Date: Atlantic Beach, FL 32233 Cover Sheet FICC®PYTruss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 4.00 0.00 A01 18-00-00 18-00-00 2 X 4 2X6------ 03-00-11 1 4.00 0.00 A02 18-00-00 18-00-00 2 X 4 2 X 4 03-06-11 3 4.00 0.00 A03 18-00-00 18-00-00 2 X 4 2X4------ 03-08-11 1 4.00 0.00 A04 23-10-00 23-10-00 2 X 4 2 X 4 00-00-06 03-08-11 1 4.00 0.00 A05 25-10-00 25-10-00 2 X 4 2 X 4 00-00-06 03-08-11 -- - -- - - -11 ® 1 4.00 0.00 A06 26-00-00 26-00-00 2 X 4 2 X 4 03-09-03 { /l 2 4.00 0.00 A07 04-04-04 04-04-04 2 X 4 2 X 4 02-02-14 1 4.00 0.00 A08 05-00-02 05-00-02 2 X 4 2 X 4 00-00-06 02-05-08 1 2 Ply 4.00 0.00 B01 25-09-00 25-09-00 2 X 4 2 X 4 03-11-00 1 4.00 0.00 B02 26-00-00 26-00-00 2 X 4 2 X 4 10-06-00 10 4.00 0.00 B03 24-08-00 24-08-00 2 X 412 X 4 10-06-00 3 4.00 0.00 604 24-05-00 24-05-00 2 X 4 2 X 4 10-06-00 4 4.00 0.00 B05 19-04-00 19-04-00 2 X 4 2 X 4 11 10.11 1 2 Ply 4.00 0.00 B06 19-04-00 19-04-00 2 X 4 2 X 4 03-11-00 7 4.00 0.00 C01 22-00-00 22-00-00 2 X 4 2 X 6 04-08-11 2 4.00 0.00 CO2 24-00-00 24-00-00 2 X 4 2 X 6 04-08-11 1 4.00 0.00 CO3 24-00-00 24-00-00 2 X 4 2 X 6 07-02-11 6 4.00 0.00 C04 24-00-00 24-00-00 2 X 4 2 X 6 08-00-11 1 4.00 0.00 C05 24-00-00 24-00-00 2 X 4 2 X 6 07-08-11 1 4.00 0.00 D01 19-06-00 19-06-00 2 X 4 2 X 6 00-00-06 03-00-11 1 4.00 0.00 D02 19-00-04 19-00-04 2 X 4 2 X 4 03-08_-11 I~ 1 t - - - -- - 2 Ply 4.00 0.00 D03 18-09-04 18-09-04 -2X4 2X4 03-11-00 1 1 4.00 0.00 D04 19-00-04 19-00-04 2 X 4 2 X 4 _ 10-06-00 - - 2 4.00 0.00 D05 20-03-08 20-03-08 2 X 4 2 X 4 10-06-00 under: Job Information Riverside Homes 12276 San Jose Blvd., Ste 120 Job#: J180174 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies Job:' ... PAGE 2 Jacksonville, FL 32256 jaxtruss@mbs-corp.com Arieff Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report,and Delivery Date DATE 04/13/18 586 Timber Bridge Lane Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: rROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 8 4.00 0.00 D06 20-03-08 20-03-08 2 X 4 2 X 4 10-06-00 ® 2 4.00 0.00 D07 20-00-00 20-00-00 2 X 4 2 X 4 10-06-00 _ -� - - 5 4.00 0.00 D08 25-07-08 25-07-08 2 X 4 2 X 4 10-06-00 ® 2 Ply 4.00 0.00 D09 25-05-12 25-05-12 2 X 4 2 X 4 03-11-00 r 1 4.00 0.00 D10 25-06-04 25-06-04 2 X 4 2 X 4 03-08-11 1 4.00 0.00 D11 22-00-04 22-00-04 2 X 4.2 X 6 03-00-11 ® 1 2 Ply 0.00 0.00 E01 04-06-08 04-06-08 2 X 6 2 X 6 03-00-00 3 4.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 03-00-11 8 4.00 0.00 J02 05-00-00 05-00-00 2 X 4 2 X 4 02-04-11 8 4.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 _ 01-08-11 8 4000.00_ J04 01-00-00 01-00-00 2 X 6 2 X 6 01-00-11 2 2.83 0.00 J05 09-10-01 09-10-01 2 X 4 2X4_ 00-00-06 03-00-08 2 2.83 0.00 J06 09-07-01 09-07-01 2 X 4 2 X 4 00-00-06 02-11-13 1 4.00 0.00 J07 06-09-12 06-09-12 2 X 4 2 X 4 03-00-11 14 4.00 0.00 J08 06-09-12 06-09-12 2 X 4 2 X 4 03-00-11 t24, 0.00 J09 04-09-12 04-09-12 2 X 4 2 X 4 02-04-11 0.00 J10 02-09-12 02-09-12 2X4 2X4 01.Og_11 0.00 J11 00-09-12 00-09-12 2 X 6 2 X 6 01-00-11 2 2.83 0.00 J12 09-06-14 09-06-14 2 X 4 2 X 4 _ 03-00-08 2 4.00 0.00 J13 04-10-121 04-10-12 2 X 4 2 X 4 02-04-11 2 4.00 0.00 J14 02-10-12 02-10-12 2 X 4 2 X 4 01-08-11 2 4.00 0.00 J15 00-10-12 00-10-12 2 X 6 2 X 6 01-00-11 1 2.83 0.00 J16 09-05-04 09-05-04 2 X 4 2 X 4 00-00-06 02-11-13 1 2.83 0.00 J18 09-06-00 09-06-00 2 X 4 2 X 4 00-00-06 03-00-00 Builder Job Information Riverside Homes 12276 San Jose Blvd.,Ste 120 Job#: J180174 Jacksonville, FL 32233 File#: (904)503-7055 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Arieff Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 04/13/18 586 Timber Bridge Lane Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTYI PITCH BASE I O/A LUMBERI OVERHANG CANTILEVER STUB O/A HEIGHT PLY I TOP BOT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 6 4.00 0.00 J19 05-06-00 05-06-00 2 X 4 2 X 4 02-06-11 2 2.83 0.00 J20 07-08-09 07-08-09 2 X 4 2 X 4 00-00-06 02-06-08 2 2.83 0.00 J21 07-05-09 07-05-09 2 X 4 2 X 4 00-00-06 02-05-13 1 9.00 0.00 P01 08-03-15 08-03-15 2 X 4 2 X 4 03-06-03 10 9.00 0.00 P02 06-11-15 06-11-15 2 X 4 2 X 4 03-06-03 3 9.00 0.00 P03 06-08-15 06-08-15 2 X 4 2 X 4 03-06-03 A 1 9.00 0.00 PO4 01-05-07 01-05-07 2 X 4 2 X 4 01-01-05 10 9.00 0.00 P05 02-07-07 02-07-07 2 X 4 2 X 4 01-11-13 2 9.00 0.00 P06 02-03-15 02-03-15 2 X 4 2 X 4 01-09-03 5 9.00 0.00 P07 07-11-07 07-11-07 2 X 4 2 X 4 03-06-03 ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES FT-IN-16 5 Hanger HTU26 SITE PLAN LOT 172 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 30 Iinch ro ��. _ TIMBER. BRIDGE rA�* _ (50 R/W) LVE ---_�24'1 7"W s.1 16.50' P.1. 362 6 I I DENOTES PROPOSED WOOD 1550' 126.56'�C ® DENOTES PROPOSED PAVERS PT _ N DENOTES PROPOSED CONCRETE •5'Ar-4_E 9.3� SOEWALIr DENOTES FUTURE 4" TREE ? LAY ON S ❑� DENOTES CHEMICAL TOILET MIT DORry ?ARKIN _ NOTE. JI : 0. . PER ARB, FINISH FLOOR ELEVATION R. a ° roe MUST BE 24' ABOVE GRADE ry ••SETBACKS^ 4 D j �1 FRONT-RO FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND AY 24.00 n a 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; O E%CEPT `EN OUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS C3 FACNT/9DE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING N FACE TO BACK OF RIGHT OF WAY. li �1,�r j•N� O 2.15 11'1 1I�I�ro: � MPERVIOUS COVERAGE I 54 6. IMPERVIOUS A.FL LOT Sq.Ft. X (�. 3.34' r 5.13' 4,154 Sq.Ft 8.250 Sq.FL 150.45 ONESEO P PO 9.7 F.F. RESYDe4CETYPE- m ' l'm µETASA S1 BUILDING COVERAGE i X75 A ' COVERED Sq.Ft LOT 5q.Fl. X i x 94.75• 9.9 3,342 Sq.Ft. 8,250 Sq.FL 40.55 18.Sp &IV SOD BREAKDOWN�.ul`im"'ml" 613. '.�1� � 6.Ni � � T TOTAL LOT AREA 8,250 Sq.Ft. U) 3 RTO CURB 825 Sq.Ft. •P7 fa08' ; GROSS SOU AREA 9,075 Sq.Ft O 'A/C '•-.� I DDI nOJc V) ' FOUNDATION SLAB 3,342 Sq.Ft to � DRIVEWAY 1,016 S.Ft. j/yO] LEAD WALK 0 Sq.Fl. zor SIDEWALK AREA 113 Sq.Ft. ft(C�W L sq . A/C PAD(S)k GARAGE 9 Sq.Ft. 8.250 SERVICE DOOR SLAB ' WATER/CONSERVATION 0 Sq.Ft. TOT I DFDI TIONc 4, q. 0 BRL APPROVED NET SOD AREA 4,595 Sq.FL SILT FENCE 10.3 L2 f71P) LINE TABLE GOLF CRSE LINE DIRECnON LENGTH ?� LT(P) I NB024'17-W 5500 10.55 L2(P) I NBO-24.17-W 55.00 . GENERAL ND S 1.BEARINGS ARE BASED ON THE CENTERLINE OF TIMBER BRIDGE LANE AS BEING N8024'17'W. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 198& 3.THE LANDS SHOWN HEREON DE WITHIN FLOOD ZONE'%'AS DEHDIED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0408H.DATED,JUNE 3,2013,SUBJECT TO LOMR CASE/14-04-04T7P,DATED DECETABER 22.2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS GATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COLMUNITYS FLOOD PLANE MANAGEMENT REP09TORY,DEPARTMENT a PUBLIC 110RN3. 4.FL000 MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 0.NO UNDERGROUND FQUNOATIONS OR UTILITIES k NO IMPROVEMfONTS,OTIRER IRAN THOSE SHOWN NEAE LDDATID UNDERTHE SCOPE OF THIS SITE PLAN. 0.ADDITIONS DELETIONS AND/dR ANY WRITTEN INFORMATION ADDm TO THIS MM AND/Ot REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.TINS MAP IS MIENDED TO BE AEYIEU AT A SCALE OF 1'�3(Y OR SMALLER. 6 ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9.UPUND BUFFERS ADJACENT TO NEfLANDS ARE TO REMAIN NATURAL,VEGETATIVE,ANO UNDISTURBED. 10.OBIEN90N3 ARE IN FEET AND DEdMAL PART$THEREOF. 11.THIS SITE PLAN IS ONLY FOR THE UNDS AB OESCRIBm.IT IS NOT A CERTIFICATE aF TIRE,ZONING,EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12 THIS SIh PLAN WAS NOT MTENDED TO OELNEAIE OR DE1lNE ANY WETLANDS,ENVIRONMENTALLY SENSTIVE AREA$ BOARD,AND COMMISSON OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE WILDLIFE HABITATS OR JURISDICTIONAL ONES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY, RESPONSIBILITY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PUT VALUES. 14.THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 10.BLE SE AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO INE PARCEL PROPERTY LINES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 10.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DMEN9ONS REFER TO THE MOST CURRENT SIT OF CONSTRUCTION PLANS TIIERE IS A MAMMUM 2T,SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FUTVAFtK SI1ALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS.gi053 SAFES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE DRAINAGE UTILITIES(METER BOXES,VALVES,ETC,)SHALL NOT 8E INSTALED NI THIN THE SIDEWALK. 19.DRAINAGE STRUCTURES OPICTED MAY VARY IN SIZE REFER TO ENGINEERING PUNS FOR CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES REVISION B:REVISED SITE PLAN-ADDED NEW HOUSE(1/22/18)(DDM/DBG) REASON A. REVISED SITE PLAN-UPDATE HOUSE(6/26/17)(TJ/MEB) PREPAM FOR:RIVERSIDE HOMES CERTUM TO:RIVERSIDE HOMES 'EMS.. BARTRAM TRAIL SURVEYING, INC. t « 30-_ LAND SURVEYORS - PLANNERS - LAND DEVEWPMnT CONSULTANTS """"m 1501 COUNTY ROAD 815 SUITE NO. 108 904 284-2224 GREEN COVE SPRINGS, FL 92048 FAX�904J 284-2258 -� CERTIFICATE OF AUTHORIZATION LH #890091 COPYRIGHT © 2017 "I HEREBY CERTIFY, that this surve NOTATION: F.I.RM.FLOOD ZONE y graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: X(N/A) the results of a field survey made under my rasponalble aeorch of tlUe,and therefore the undersigned and Bartram = �mmo Practice and complUrVayS ea with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120075 0408H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP 4-04-0427P,12 Board of Professional Surveyors and Mappers• Chapter of easement.•Rights-of-way,setback linea, overlaps, 4 5J-17 F.AC.; Pursuant to section 472.027•Florida Boundary Line disputes, ogreaments,reservations or other /PG' N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search Q sa.o u r u 'a SCALE N/A JUNE 28.2017 This survey Is prepared and certified for the exclusive use of DATE: 5/30/17 1•=30• FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey MOP and report the copies thereof are not valid without the signature and" PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349_17_037 8 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LJCENSE NUMBER LS 3507 DRAWN BY: 1 CHECKED BY: MEB SHEET 1 OF 1 SITE PLAN LOT 172 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 0 15 30 ( IN FST T I�BER BRIDGE 1 inch = 30 �* �A (50' I?/,*) =4'17"W 9.1 P•1• 362 66•�P� lase f�� DENOTES PROPOSED WOOD �y 126.66,�C ® DENOTES PROPOSED PAVERS o P, 9.3 T DENOTES PROPOSED CONCRETE 3 A - DENOTES FUTURE 4" TREE ur ON SI DENOTES CHEMICAL TOILET atr KI 08• N _ 14. 13'B,R.L NOTE: JI Y D. .R. PER ARB, FINISH FLOOR ELEVATION .-� � y MUST BE 24" ABOVE GRADE a m• a --`�rp+ .-SETS S.. p FRONT FEET FROM B ILDDIING FACE OR PORCH TO BACK OF RIFACE OF GARAGE TO BACK OF RIGHT OF GHT OF WAY; AND Q 1 I WAY m Q 26W EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS Q FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RICHT OF WAV. I I Q 0k1i �ilTY DEVELOP ENT IMPERVIOUS COVERAGE a4 '5, APPROVED IMPERVIDIIS Sq.FL LOT Sq.FL 1< F 54 .•- SIS 4.164 5a.FL &250 Sq.FL 50.41E N SIf pFIE PRISED � FF.Ej SIDENCE a I 20 9.7 AIYp�•A.• n BUILDING COVERAGE ELEV'?A ' vg M.73'X 94.73. ))) COVERED Sq.Ft. LOT Sa Ft. 1< I ( 9.9 ti 3,342 Sq.FL 6,250 Sq.FL 40.SS 1$6Y /i( 3 4 3. 1 C' 5.13• of erAe.�.x a I'U6.6 N a 'II g SOD BREAKDOWN o"`w5.13y' f ., I r• 3 TOTAL LOT AREA 8,250 Sq.Ft. In 18.08 _ R TO CURB 825 Sq.Ft. N) GROSS SOD AREA 9,075 Sq.Fl. pA/C DEDUCTIONS I FOUNDATION SLAB 3,342 Sq.Ft. f7 DRIVEWAY 1,016 Sq.Ft. j�y� p LEAD WALK 0 Sq.Ft. -_a 1 (n SIDEWALK AREA 113 Sq.Ft. 8 (VACppA,,I,,VT� I A/C PAD(S)R GARAGE \ ry• jq. SERVICE DOOR SLAB 9 Sq.Ft. 1 WATER/CONSERVATION 0 Sq.Ft. Ij I TOT 1 0ED 1� 4,480 Sq.Ft. _j 1 NET SOD AREA 4,595 Sq.Ft. j cc 10.3 L2 / LINE TABLE CALF COURSE LINE I DIRECTION LENGTH Ll(P) I NBO24'17-W 55.00 10•5 L2(P) I N8024Y 7-W 55.00 GENERAL NOTES 1.BEARINGS ARE BASED ON THE CENTERLINE OF TIMBER BRIDGE LANE AS BEING NB024'17-W. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAW 1988. 3.THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X-AS DEPICTED ON THE FLOOD INSURANCE RATE MAP(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0408N,DATED,JUNE 3,2013•SUBJECT TO LOMR CASE/14-04-0427P,DATED DECEMBER 22,2014.THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY DEPARTMENT OF PUBLIC WORKS. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAW 198& a NO UNDERGROUND FOUNDATIONS OR UTIUTIES A,NO IMPROVEMENTS.OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6.ADDITIONS DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. ELENTRIES&PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED&NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE.AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11.THIS SITE PUN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING EASEMENTS OR FREEDOM OF ENCUMBRANCES.12.THIS SITE PLAN WAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL,STATE,REGIONAL OR LOCAL AGENCY, BOARD AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSBIUTY OF THE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL W N PUT VALUES. 14 THIS SITE PUN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY UNES UNLESS OTHERWISE NOTED.ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 18.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17.THIS IS NOT A BOUNDARY SURVEY. 19.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS THEY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 24 SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FUTWORK SHALL,AT A MINIMUM,MEET CURRENT COUNTY AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2i THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES,VALVES,ETC.)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. Ig. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE REFER TO ENGINEERING PUNS FON CORRECT DIMENSIONS 20.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. REMSON B:REVISED STE PUN-ADDED NEW HOUSE(1/22/10)(DDM/DBG) REVISION A: REVISED STE PLAN-UPDATE HOUSE(6/2e/17)(TJ/MEB) PREPARED FOR:RIVERSIDE HOMES CERTUM TO:RIVERSIDE HOMES Nil HARTRFAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEMDPIXNT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108 (D04 284-2224 GREEN COVE SPRINGS, FL 92049 FAX (904 284-2258 CERTIFICATE OF AUTHORIZATION LB #8 1 COPYRIGHT © 2017 , MwNOTATION: F.I.R.M.FLOOD ZONE -1 HEREBY CERTIFY,that this survey graphically represents The survey hereon was made without benefit of abstract or W/ELEVATION: %(N/A) ruu_ swoeaiwm. the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 120075 04OaH 8/3/13 vop°10poo ~��=m o e� Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements,claims LOMR-APP 4-04-0427P.12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements,Rights-of-way, setback lines,overlaps, 5J-17 F.A.C.; Pursuant to section 472.027,Florida Boundary Line disputes, agreements,reservations or other /PG' N/A statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search Y-� N/A JUNE 2&2017 This survey DATE' SCALE' y is prepared and certified for the exclusive use of 5/30/17 1'.30' FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not Valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1348-17-037 8 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: TJ CHECKED BY: MEB SHEET 1 OF 1